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Home My WebLink AboutBARNEY WHITE RD., 9300 ~~Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 30, 2002 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 KA Project No.: 106-01051 ji~(g~~W~1 \It FE B 0 6 2002 J BREMERTON BUllOlNG DEPARTMENT RE: Waste Transfer StationlPt. Of Bremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: November 29 January 4 January 10 January 11 January 14 January 15 January 17 January 21 Concrete Report No. 3821 Field Report No. 5433 Field Report No. 5342 Field Report No. 5452 - Density Report No. 3051 Field Report No. 5346 Field Report No. 5165, 5347 Field Report No. 5520 - Density Report No. 3047 Field Report No. 5445 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Rer::mi " Penn Seely, Laboratory Manager Peninsula Division PS:dc Enclosures CC: City ofBremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Roulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Cyl. Code P2743 Weather OVERCAST Jurisdiction KITSAP CO. Project WASTE TRANSFER Location BREMERTON Pour Date 11/29/2001 Report No. 3821 Permit No. Engineer Architect Client Contractor ET ENVIRO. Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type 1 &2 Plant No. 4 Concrete X Mortar Prisms Grouted Grout Flex Beams Design Actual X Ungrouted Other Mix No. M4060 .1 565 Time Truck # Ticket # 11 :30 78 49015 % Air Slump N\A 3.5 Cone. Air Temp. Temp. Unit (F) (F) Wt. 55 48 N\A Cern. Ibs. F. Ash Ibs. C. a99. Ibs. C. agg. Ibs. 2 C. a9g. Ibs. 3 Sand Ibs. 1976 Placement Area Footings X Slab/Deck Admixture A340 1382 18.4GAL. 4402 Water Walls Slab Columns Pilings Grade Beams Other Other Air Ent. (ozlcwt.) Grids 1 ,C.7\1 ,0.3\1 ,0.7 Water Added on Job (gals.) o Remarks PLACED BY CHUTE. CONCRETE VIBRATED. Items Inspected RESTEEL PER SHT. S4, SAMPLED 8 OF 8YDS. X Conforming W/C=0.44 Inspector D. RICHARDS Reviewed By 90 Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. 11/30/01 Cyl. Test Dia Length Max. Compo Tested Break Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type P2743-1 12/6/2001 7 4X8 12.53 66230 5,290 SK 1 ASTM C39 X P2743-2 12/27/2001 28 4X8 12.54 81390 6,490 SK 1 C-1231 X P2743-3 12/27/2001 28 4X8 12.54 77280 6,160 SK 1 Other P2743-4 12/27/2001 28 4X8 12.54 85470 6,820 SK 1 P2743-5 Compressive X P2743-6 Flexural P2743-7 P2743-8 Remarks FR#:5256 Test Results Conforming ~ Non-Conforming Results Reviewed By ~ Codes for Break Types: Date Reviewed ,. Cone X 2. Cone & Split X 3. Cone & Shear ~ 4. Shear / 5. Columnar (Spilt) @KrazaIl & Associates, Inc. FIELD REPORT NO: 5433 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ -L\ ,- a~ PROJECT #: \ () i~ - C)\ 05 i PROJECT: ~?-.'S~_ \Rp..,~~~~~ CLIENT: 2..~ E ~ '0 t ~() > KRAZAN PROJECT MANAGER: '::\ ~ CONTRACTOR: E.\ Et-.)I,)).~0.1 S\"U:CC'RP<t=T JURISDICTION: \<.'\'V'SA? CcQN\~ PERMIT #: INSPECTOR: WEATHER: b. \.<. \Cc\A~\::>-S C l <;: AR. TEMP: Sac D~ ~\'\,""s::/ A '-. ~~(~ tAF~S: b~o ~E~~C:~tn )~s\' FX'-:T'c~ o~ C:o,,-'$'":RF~\,s:, PLAC.~,h RJ~ f\.\'S.~ \.'\.jAI i. ~ A.L()~(:, hR.)\"::> L-'~> \~) C,S -E ) ~~J:\t>~# R s:~ "\Not <.., P0: c-, R'. b L1 ~<=> ~ C\ J \ (j ~ ~\\ ) c: -t:. A"-.)D C'l')R~ ~La\l0(..,c..R\~ L\~>:" b.,\-q ~ ~L\,jMP\ES\ ~i/ll Il r} l J ~ ~ ~ (-=:, F / \.~ A. ~-:::::i L.- - 5 .. '-., AC::;\ L\ I Lj-' X ~ t G Y L - '\ ~~~Q.S ~o~ (:0\"<"'\ PRE-SS\ \JE, ~Et\J(;-c-8. ~,V AL- U t\ '\ \ 010 J R ~, ~ ~ORC' \ ~ (::J ~ 'rE L 'RJ R.. \..'\,,)A LL- ~A~ ?R~A.HOL)<:::"L-l( \1\.)~~:-t~t::>, ~\EPiL- FOR ~)~A:~:~EJ ~AM~ ~A5 f>ER \,,::::)~A'C-"I.? O~ 3t\\. ~'-\ ^~D PER ~~ ~io) D~A.\~C~ FoR (""'0R~,. OCl A.~\~L-<b- 0.0 '- ~ ?."$ cc_ - ~- ~ ~ To the best of my knowledge, the abov~AS NOT performed in accordance with the apRroved plans, specifications, and regulatory requirements. Superintendent/Representative: TechniCia~ ~~ \-. 1(-..,., ~~~~ 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn. WA 98002 20714 State Hwy305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~KrazaIl & Associates, Inc. elF? c:;, r FIELD REPORT NO: 534 2 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS CONTRACTOR: e~eNt/IRtJ- i 3r;.~LCibtn- JURISDICTION: ~;t..., (/ /:" gRt!!~e!';z..'ht'l'v PERMIT#: CJI03s4 -0 3'$'",7 INSPECTOR: J. (Jo,eoorv WEATHER: ~ / t,-(-S>T TEMP: 4{"o DATE: / 0 J,4 N tJ 2- . PROJECT #: .I f>G - ~I 0 S- / PROJECT: t1 }/kIe 77z4-N)~,e. CLIENT: KRAZAN PROJECT MANAGER: ~) JVZ t tJN ~ilL fo~ prt'COH<>7~UC TrqtV ~eTfN'7 ,t::tP ~ IJ oL ,0 v' , t!J ~~ Prtl- EN~rf'Jt#N"t!"t/ sl e to r !5Vt It:>t'rvf Ct11V /'I ("'Cn' () N S" tui~ .J Ol..{-N, ilLs () . -/0 ~4tA4-p(e f -I ~ rT CttJ tV C 12- e-I c!? .. /kL J5 c?' I?., t;' {/ t:>r T.. , , 4H~1<. 12~ vrl5'~ &~ 4pfroeJ't'l!7 t/)124twitv,7 r pfJ/t. 1J07~ 3 cJt-Jf)t!/'l. 5/l'd J f ...- I &\ / - " - f~, . / 1/, /l J _ ( ( 01-1 ':> - # i.f- (,J A> ut...~u~.M./~tlCA c..rc.".L/I..7r OfV'-~ S'~/+ ~A-IJ /ND/t47'7f"''! h 0 L-+'i f.f11.e dv h ~ Ur~ f) IN Ikc ~tf)N M'cfl'()(V S, 77f e. ~f'/~~()~ ~t7"v1 JJ - s J S- - T g () {.. --r> tA/'r "-<- fJ n W AJ'!-f (In r (";-0 b t! -f~ It -1tf'/II ~d h y '4-u K. AI t!l t: Nul (t M € 0" Ih '[ ;' Pop; C i'n ~ ~~e L t te..tZ~ c- T 8(!)L+ '" tu.. 0 ~ ( e e ~-i14 (,,, eo c/ .fJ J2.0c~e{) " (~ f\J LIt ~-! f' LA./' M .-;Z; wA-f P 14c()/ by <;~ol"'/J , c /I (.I .{ e ft.rl LJ /P1 tL&.-~ 1Jt14-trvL bE'tNC: o(4t'f??J ()M LIf.Jf' J~,6~7_ . ~ / ~L ' rrl -r~ LA If, r lfI.>'f-e 1.7 _ ") In...... p "5,' -r-~ p .:) ~ _ ,co v If. q-"x' g' ~ (,f,.t{)tYk-S wu{~ C!/4-fT FtJK C., M~rr>s-)r<./ '<Z.. It' rrf Ne; . . r pl.:tf- '5 q Dr ( with the approved plans, specifications, and regulatory requirement , ician: () " 9? ~. //c 215 West Dakota Avenu lovis, CA 93612 4231 Foster Ave. Baker fiel , CA 93308 1025 Lone Palm Ave.#8G odesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 rl ~Krazarl & Associates, Inc. FIELD REPORT NO: 5452 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS DATE: /1 J~;v ~;L , PROJECT#: (~~ - 6)/ (!).s-/ . PROJECT: f"c.J~9-frr~ rt2-A'lV> ~R CLIENT: IE-r- 6/</1/# KRAZAN PROJECT MANAGER: .JM t7 CONTRACTOR: ~r PtJI, J ~Yfl-N / .,RL/ JURISDICTION: r '?~tf INSPECTOR: J:: _E& L WEATHER: OC.l~ J TEMP: ~ OK t;/,rL .h~ S/r::c'I/9L.- /N-1"tO~r/dN t$'~ Ct'/'I~/L -?c,~M&N/ A-r fJAr~~DAL YAeL> 77J-/YK sLA-8. ,,.4IP~ (/-t Y;~L..OS tJ;:: ~~JZ:.I) #/~L dI/x J1It.fd~ (J ,LJ/';Ac,L..}) $ ~ C//~7':C A-H.P !II J'/<...IJ-rtCZ>. # S- R%5aCL tfj\( 1:2 " ~/..l> 5t1PjJ~~r~,)J 0# kJSIE5 /IV ji)~ce :%:~uc#:;;. :o:'~. AR~. ,R~/-="'&asNCiL c:.e 39~< ~ f}~r ~ ~Ufg$' fJ6;V TJ. TIM. WA-S P/~ liJ2.fU~J/ ~H ~~/k.74) ~tI,r#~ /J RIJ c;< r; /2 5lA-1f S- t.I tJ'G,eA--.L:>~ ,I; r t/~ Is- Yr:J /7 r C. ~ i) "."IUX.. 5tJfB Stt8d~"s ~rP~ /11 A -NJ~ LP#G r- ~~~ A-NL) p()U.)/./J 7?J g~ F/,e./1/1 ,Ilf#L> LA/V 0.E~b/AlIf:, , R~r.€K/E~cL LE#5//7 /Ck:-~,,;€...r (7t!J,r/ r:z,;e /"e>r !J9..m. ~LL- A~$.-IJ.s W~ p~Nr&LY C8~Ac.--/7C.P~~ e~iAsJ.l/r/) f<i:;cI~ (1" /A/ ~t..A-~ ;;,,e SLA-/s Seqsc:;,e/9./)E. To the best of my knowledge, the ab~ I WAS NOT performed in accordance with the ppr ed plans, sp, cifi ations, and regulatory reqUire.w.. Superintendent/Representative: 'C7 Technicia . "'\(/' (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose. CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 Project ~M S~~J l'fUj' . . - - Dat~L Cr1ption: ~ Pad(s) - o Other o 'tUBE ME'tHOD (AS'tM D2931) 1'fr NUClJ",\,R 'fIlS1 (,\,S11-1 D2922) ~ 'Tech' seWe' I Vlare' I StOrm Drain I UtilitY Ilrr. ~KraZ"""" 't""'\ ..i@.~ I~J- ~ o 'trenches: curve Map Location: o ,.\ttacned o .plans, sncet # plans Location', a plan 'table; Slot o 1'ruck ~ Wet Dr)' Moist percent Required Requi.red: Moist compaction 50i\ Wt. Length Moist Density Density % (gram) (inches) Wet Dry '-~ E\evation 9-1 '-S- /' fc f 'I (, \( o on Backside @;!KrazaIl & Associates, Inc. FIELD REPORT NO: 5346 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: /4- )A-iv t);L PROJECT #: / IJh - ()/tJr/ PROJECT: I{/~.rre fjf.4f1SI:::ed (" -Id-I/v CLIENT: ..e, e /VI/I/Lo KRAZAN PROJECT MANAGER: J yfA./J CONTRACTOR: !Z r L:NI/lh.~. /..r-kL"/~ JURISDICTION: )1,pt.:r or: B,(&-<<~~tV PERMIT #: ~ I CJ 'YJ'4- - () r r 7 INSPECTOR: J. a/)~tJ/)~ WEATHER: tJ ( e,4-J r TEMP: -:p J' II f) tv ~/I-L ~~ <;f'e l;n.-L J: tv 5 f7~ct'{C)f.J ttJl= 8"LrTrJf j? ~ct!'JI:'v~e Hit!.. Pre -~f/,4JPtf-?'d <;;'/~d 16 b..:;'f', I? ~ /(~~?PP.l T ' j/',;<iJT~ Id (. t1 r= t.e Hv< /Jg ,.01/: /r4-t.t.tJt:J j,J s e tP F" /I? J.-s B p ~-I-f i '5 ( 7. P J I Y4-1 l! l/.k Ie 1-1 "'I t'H. >,t> f2 e~ IN S'.f-t!LL K~9 p/l(;.j.ec/~o If.I~//.)f"J :>~d~" U1/vr4tIV~/' If'I 0/ G,.' c.~ N /) f .!-((! N .. S-(<? J /1- ~ 7(~, I ': I Yg- -' r , 1=/'1.t1~ /1;t I4Nu ~~t!2/3. /'u ,4. N '" ;=/l-c."""c~'" t.1J~ IV j .J e f-f(-..J ()&()t~~ , Fo~-te~ul'j.J j(c.fPPNr-; bfe- ,c;", /J ()(,t7"'1" DeiA4lV$~#IfIO t-u,'-Jt.., l./iS" CIilt?tt,/' f)t,;f~/' fN>I,(J.l,.C4-TI't)1-J hy '(t.W-(V at-=' rJ...rr '-Cl~t!~ .4-(~C.. {,.Ji4<- YJ /PC::- rJtZN ~~fleI4--L ~V;?<- {)4-;''''' JII't~/'u~f' vSt'e7 ON ~,uH f3" L- + I-c ('-f) H Fi-J'444.,. J f);.IN Iff.; t'J f.Ji s C 11th"'" h "..tt.t... $' I..{ Itc..U f' f!::J ft!f" (htll t'~7 td 6 {:' c.-/tLr vvtet{..4.f10 IfND Jt"'t.~-It~~ t;K(t.--<.- IN vJe tJF; S4-utf If I4-lLtJ~f..1..4.r-(- o~ /?()V~ Hto I'~ ~'~f~ ~~ IN t.A-II ~ rJt'h.'tI~ l..(-r "1V~N &1A.t' ~~ JI. #.9t/ilr~V"lfJ-J-j.t ~ -I kJ.(C(N ~ 14- SiLt Ol~ fLo€..- +c S'ri IV ~ yJ AS NOT performed in accordance ",:,it~ the approved p'DspeCifications. and regulatory requir ments. Te IClan:.. . . f ~ , ~~\ 21 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento. CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~~Krazarl & Associates, Inc. FIELD REPORT NO: 5165 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: is- J ft(\1 O?- PROJECT #: (0 b - <0 l (/ '-? I PROJECT: lLJa4+ e \9tTl\H 'F~ ~'''''~(i''l CLlDH. OrpWl~v~V\ KRAZAN PROJECT MANAGER: ::J""B CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: &T &Vll7'o1W1l"'oAii / 'RV I 'K.\~1'\9 C~" 1"';- > " hsoc '.D,,~ ~J--" uo-. \-\- ^ 11 ~ ~L) \" v" v&- TEMP: 4,,01);00; () 1/\ S ,+~ c::r "7 R P<[I 'c-'?+C' d ~" 1)PC,1 $ I ~ Te';. ~ ~ t"") v, 'j<..?C, 1 c. \..f" A C I Y4" N\w'l u~ bp..,.,., ~rJ ;"<$",: ~r 51a \; 0 v-pec P-{'4--r.o@l""V\ @ .c>---d- o ",A ~y C,.)jI/,1frJl'+.,\r Avea sj el' \, b,.,.Lv-e>Pv'\ @ ~ (if) ~ ~~~io. ."""j lk~J ~<?",,~j~ fv:",.,.= {.,-:.qv4\'~)====~\,p 1<" "+~ -"'_: "II Q~ t4J'C""ld:> -c'uY\J .J:il- be.. ~ v~~ b.:e ;"1 ~ ~ ;1'" ~e J..d I VI:J'- ~Vi1e CI-rPU~ /J..Ir-:'1t". '7~JI In ~~t?rl~ "~fA.J 4~1I ~o-z..eit'\ bv+ ~f!t:~~ 'f'f'1/ h.... d Lv" I't' 11'1 d It:..a-h v t" (}-C ~t.A..L\V.~ 0 v'eo S I 0; VI r. If e +.,eo $J LH'1L""'.5 , .JI" ~ - tr< c.v ~ '-~ I A ~ . , , I dl1~ 1 t ~ I , fheo t!---- ~ J n I I ) ,t f I I i _'_I_ I J. 11 ~ , II . ~ ^ . ~ 0" ~L ~.-/Z.--- I I I I I" I f / ( .- ..... otP' . ns, and regulatory requirements. 215 West Dakota Aven Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633.2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinvitle, WA 98072 11913 NE 103rd Ave. Vancouver. WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~KrazaIl & Associates, Inc. C-{L.d' Y11'j FIELD REPORT NO: 534 7 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETlANDS DATE: / s;- J4i.J 0 2- PROJECT #: / IJh - tJ r 0 5'1 PROJECT: Llj/lJrt' r/C-arv't'/l-~ CLIENT: KRAZAN PROJECT MANAGER: J tt1A.. (J ,Er ii:N;.'I~1 CONTRACTOR: JfE ~. - S-./~4'IC~4<C-r- JURISDICTION: I~e.(...r or #k64.(~'Z.-'h::ItV PERMIT #: DIO"1 <4-- O? J7 INSPECTOR: J ---: 61J~e7t!)v WEATHER: S'~;v TEMP: '50. ON <)/I~ Co IV tf/t.. 't!.Ie- h~t. Mb Sft'c//J-L .t::1"11'~CTr~t</ t!J,c Pf.,Ueif.'l4-J-( ~A" Jf'el(.J~~~ <--rn(.)c-ru~ <;,r~i!_/ IftJJ-t. {;fT/Ny W/~ 5KltJ~/'t!'-.. , L~,Neu-e- .{..~ (/\114f P Ilk l? J:;7cy C'/O./I' c1tJ /l-/Jdl1.l,) d tV L-t,tv;C,iL 4 ~a/ -b~'}j\IO /:;'1 i-rNt#[' ~-I/I /('-C-... Rf'free/ ?VAl jJ/'~tlI4(J.s/7 /N~Pr'dt!!~ I4-rv 0 ( '" .t:J I Ae e. U tV ct1.. '(-It' w# v' r. ~ /' ~ , P; c/ r?- 4-1<'8" oy Ir IV .c> ~~r (;J.I!j,ltl!- LMj;-t?" /Z1J1t. ~ ,?t("~J $" ratV' +~]'Trtv$. CoNcdJe~ ~ ~~I' '<1,,4-) . S-<:f_ 6 co w,c.k It 4-< -rJ7~( 5L,L1~~p.- ' <;;;:~eL 1>iJ-cfrN~- t!t,AJFlre,ue~ LV';~ 5'{C;-f/IA4'8re J..tt1Vf 'If 7C/JC-rv tit:: t/vT ~ <;;Mt5-P/:U ,II- ($ C- i2t' ftl.(-f'l eil'6<G;.flf8 "F(,;L ;e,,/~ ,~~<f:? ~~..", >' rtJ tV /) ~ A- J ~r jJ". v-rf' S ("z ~ J .. fT~. ? /4- f .., (~.' I I f tr~ / / ~" Ala Fttr Lc./'I'l<f - (J Ai S /:, /') f.-..~. ,^ ~ w e te.e t) IJ e' Ie () t? I.J .. 1J(~/),ilA- Co,.., F,/'lauvfrlJ,..f f)r::- Poi/TIN'; ....'0r r i be C()vtA.-l?(tLL~o ~Vi-<: /Jtt:tf ? 711 ~~Krazarl & Associates, Inc. FIELD REPORT NO: 5520 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: 1'7 ..:fAN ,;J.6tJ-:l- PROJECT #: IIJC - t:)J t!J5"/ PROJECT: LV,IJ.f1Z 7"ie~~,CR Sr/J-T7eJ/V CLIENT: E"rI5'IIV//<dKpltUV1'7k- KRAZAN PROJECT MANAGER: --::::r-Uf. B CONTRACTOR: tr~)?~~~~~L/ JURISDICTION: M-7r~ t::::O PERMIT#: C)/-t!?33Y INSPECTOR: ~ SE~ L Y WEATHER: ~CA.>""- TEMP: Y:2- /)/1 ,5/a /1..1 -p~t?aE5'/E.I) ~/<. 5;iJ~c/,4C- ..7#,>~~J7gH ~,;: ~#t!;fe~~ PL,Ac,e')#~/Yr AT" t5)~r~.N/J :;L./J-H'.s. -'~ ~~ fJA( ,/~" ~~ 7/~#r~~ ,~k-~~ tGA-cN n.J-A't'J $u,?..PlPe7~LJ ~H ~N'~, p~6/rS_ #"'S- ~19~e'J ~~~vtAI't!J ,C>AA1'N' .8tPX...", ~~/e $"rA!Jc.c~Gs. , A,ofJf2-0J<. .:J'~ P~,e$ D,,& ~~~ /-//C~ #/ K /1Jcr~dJtJ ~.11- > ,fA.e-J€.,./) (//11 T/2.uCK' ~ku7Z AA/,z) ~N St7t-/~A-~ df/ 1/tt$/2A-//"AI, fL.t.{,vtkJ #A/Nr"'/N~d A-T A#' ./1v~L &r " ~ .7"" 7"#A..P- U9c.L...uA/t:.- C ~~~7'L ~.er ;).s-y/ ~;{' ~ Sr L>. m LiJI!/t-,c ~K s/fi .J}/ElVSITY ~5r;/Y~ 1014, /kfi~~M'€,I) 6N ~N'7"'~~/S1b#ALYA-~ St-t$CA.J},e. ?;;i:f'8" w4:A~ ,;:?~~'R.m4'f) A-r . RA#/J~m tS)t..'L',(' rr/~ PA.eIJ J9~6'A- t5~ur.ll ~/ C-/,vE. /~I r#e- A/GeA .AI~~rh' ~~ L/N~ /~ HAS" ~EE/V I'//IS#~ ~/5r~B~p .BY ~NC;U;~ ~HWS ~L) hft?k c../~T 77e/9""PNe-, ?"'h'l'J ;t:)/e-€4 w/U- I<'Ltpa/~ R~6"~/)I;f/~ ,.9#~ R~~/Nt$; rilL AIl~A- .s~url-l t:::'r {,/;V!C I~ /5 h~ A.K~ (,I/~~t... t!.t1ut"oAt-...77..-L> ANLJ .AZa-.2J ~ ~ ~/V~ ~GK., .$~~I3G1YCl~ cf::%:ik' .R~e'/2.r- 3~~'7 HR 76sr .J)~T#, c; ,.r.t.. f'3:fJD - I~:(ff) . ~ To the best of my knowledge, the abOVe/ WAS NOT performed in accordance with the approved plan , Superintendent/Representative: TeChPt!:: 215 West Dakota Avenue Clovis. CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento. CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 1501-15th SI. NW Suite 106 Auburn. WA 980 20714 State Hwy 305 NE Suite 3C Poulsbo. j'\ 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver. WA 98662 o Pad(s) o Other o TUBE METHOD (ASTM D2937) 18' NUCLEAR TEST (ASTM D2922) J3I Paved Areas: fU.9J Agg Project tt!A~ 172/Je.,.(r;:;&:;e,~;t TAPh- fiuK S~$LP 3047 /t;!J~ - ~/ar/ Proj. No. ~~Kr3zan O<>tA /7 .rAN c:; L Description: o Trenches: Sewer / Water / Storm Drain I Utility I Irr. o on Backside D -/J"J7 I Curve I ,p.:l."~ J?l r - . : I ! Unified Soils Classification Max Dry Density /~/f.' I Opt Moisture I /.s';'1!J I I I I I Map Location: o Attached o .Plans, Sheet # Plans Location: o Plan Table, Slot o Truck Curve Test Method: DailyAvg Std r', Count Densities '-.7i7? Daily Avg Std '1, Count Moisture ~ () Gauge# / ,,1/ I () /f/lHl/# h.v~ S.AW".o tvd .r/~ 1..5~ - 5" I11l \ . Required: Test I Curve I Elevation I Location (Comments) I Mode & I Soil WI. I Length I Moist I Moist I Wet I Dry I Moist I Percent I R . d Depth (gram) (inches) Wet Dry Density Density % Compaction eqUlre I. II'.2J~g 51IJf~..tAo~1 dAfiIJdM UCfl-7/,M (" fC I I I I 1//1, '1 II t? B J 9\ ~ ~ \ I,.-{) I 9s- t}.. I ( I I / 1'1 IItJ 1'eB./h1) , /4l; I I I I I I I J.2 2.3' 111,1. y I r. t I I"~ I f J'. I } I J VAl,1; 1111. II CJS- I \ 6. I \ I \ I I ) I I I I II!I.~ IIIJil../11,,.\ 9f I \ 1. I I I \ I I ( I I I I 1111J.2.I/"J;..s-l/c1...'21 , '7 I \ l I ) I I \ I , I I I I IJIJ./1/~3./18,1'1 9r I I if, I I I I \ I , I I I I III'. ( IllY; J III. ~ I 9~ I ) ilL I l I I ) I \ I I I I Illf. btl J~j": fl/,l. 71 Cf, I I II. I~I -!- ~ .. I ..L I I I I 1"/1 ~. ,,11(1 '/, ,I/p.tl 9'/ I-L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I I I . I I I 1 I I I I I I I I I I I I I I I I I I I I I I ~~Krazan. & Associates, Inc. FIELD REPORT NO: 5445 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ .- ';>. \, - <J~ PROJECT #: \ DiD - C \ ('j S" \ PROJECT: ~~S'~-~~~\...'~~~..JR CLIENT: E\ <E~1J\..\ VOl RC> . KRAZAN PROJECT MANAGER: ~~ CONTRACTOR: 2'\ E~'\tz'Rn./~\E~iRAFT JURISDICTION: \<,,"'\'S, AP CClV IVT'i' PERMIT #: INSPECTOR: WEATHER: D"" t:<. tC:it7bA.~ DS p, C.. TEMP: '3 x. a ~ ~~:>-, AS. \<~q'U'ES'"t~t") ~o ~~rD~""VV'\ -\ ~ ~'t"E:e'.:\:' \ a ~ D~ C"~ ~ c.,~ F"':\ F, ~ LA. ~~~ D ~oR e.~ lV\ - PA.~-rC")~ ~LAB~. "S..UJ iTY'lP -r~s.."\: J=>~~t-\ \..'.) AS ~"J'~ C .. l I ( It A~ 4} ,.., X- \ ':l..: ,. Y Li l..). D i= -'<~~DR f" Cj t-n pi-<. ~ s...~\ 1I E, .5\:\<.~'~('::,\\\ ~,v Ai (I A~\o~, R ~,\~Yl~Rei.)"$, ~\8.c,L- \}..j A.S \ ~ So ~~ ('\~ t"'::> A.~ ~.~~ u ~ -ro 'ESP... ~LA(, ~._n ~ t-s,.' - L\. .s:-~. s..8-:t\~r.....\~. (')~ ~~FT' ~e,'f'""'t\~ i D~~$.,)- \ ~c=.S " ~o AR\\.\\JE '-i-- ~30 L. f-: t4 \/ c- ''; 0;;.- ~, To the best of my knowledge, the ab-~'AS NOT performed in accordance with the approved plans, specifications, and regulatory reqUirements.. Sup"'".,..,U..p,ese,'."v., L7' Te~~~~_ . '\~. . ~~,' 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave,#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville. WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 -~ ~~Krazan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 8, 2002 KA Project No.: 106-01051 ET Environmental Mr. Jim Frisby . 9300 Barnev White Rd. Pt. Orchard, W A 98367 RE: Waste Transfer StationlPt. OfBremerton Drg(g~~W~r:\) .1 JAN 16 2002 .-2 BREMERTON BUILDING DEPARTMENT Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: December 19 December 20 December 21 January 3 Field Report No. 5307 Field Report No. 5308 Field Report No. 5323 Field Report No. 5329 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~S~ Penn Seely, Laboratory Manager Peninsula Division PS:dc Enclosures CC: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 I' ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 5307 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ ~ - \ C\. - C\ PROJECT#: \ G~- a \ (j 51 PROJECT: '-~~s-r~ \~A.~S:.~.R CLIENT: e:-c S~ VI R.C ' KRAZAN PROJECT MANAGER: :s. ~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~ ~~\J\~C.. )-<. '\ SA ~ ~.... ,-r 'i: o - 'G;;\c..t-\A.RC'S CL5'-Ar.> - TEMP: '-J ~ 0 D'~ S\."'E.. A~~~_Que:S\~,DTO ~R'FC'~R\'J'\ \~~~f-,C""'"\H''t....\ r....,F- c..(~~r R.P''":T~/ PLAC.~D FOR WAtJ- ~~~T\.'-J F E.~ {",R\~ U\'o.J~~ t~- r:>} \ 5-\""\ . ~L\':)VV\ P i...J.. I t -- it C ~\ - 1111 T E: ~ \<. A. ~ r:J s: \...\.,) A.. ~ --. .-::> - A s:;:\ J 1...\ .x...~ L~Lt~i:):=R<::;' ~OR C'O\i'np(.t~~\\)~. ~\ K~'~l~~ F;\jiA-.LUA\\D~., {=<~ \~R1R.e..\~(;" ~\;,~E.L UJA:S \ ~,y~ \> E~e::::\ EO A.:~ t::> -e= c U Nl D ~,C) \3. ~, A:...AC3 _ D ~ ER \) ~':::-r' ~ lL '- c-) Cl).:J ~'tl...s~'T ~ C:;' c''} t:== -rb\ S '0 RA. ~ \ ~c.:.., ~ 6 'S? E (' ,C'"l ~ ';c R~\ ~.. ""\ ~.s:\: ~t\E.~"'"\ *~<=iL\L\ rGR ~~C\\\.Cr".H~L \~t=cR:mA\la~... A.R~\\J ~_- ~~ 30 L~A1J ~ - \ '2--- cf1 To the best of my knowledge, the ab€w~~!JyAS NOT performed in accordance with the ~ed plans, specifications, and regulatory requirements. Superintendent/Representative: Tech(!iciaf.l; e... (\ ~~,~' ~~A 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Pou/sbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 5308 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ '~-~a-O\ PROJECT #: \ ~ ~- a \ c"'S \ \ \. :'\ ^ -,.,",?, - -- :\'-~ PROJECT: \jo."Jl""'\~'~, \~~~~\,"~,.c.;;:. CLIENT: E':-Z E~-J lRO . KRAZAN PROJECT MANAGER: ~ ~ CONTRACTOR: L\ E~\.J iRO; JURISDICTION: \-<\'\'S1\.P Cel;l I\J''''Y PERMIT #: INSPECTOR: WEATHER: D . "\~ LC~l4: AI~ D ~ f~ At ~ . TEMP: Lf SQ (::::) ~ ~~\,~ A <:::..... -;;< ?=C~ '\. \ s: "',\ $.: t"::>\ (->; 'r<'\C'~ l'.. '; \""\ c-? \'>LA&9 ~S21\~ (~~ C"APlLLARi 'l3>A.R.R\E:[? \\~'$""'(AU-~~ B"-( R \J As<s4J(,> . C'l\j~~ ~x l <;., \. ~(:.... ~~\'J\L. '1.~2=:t\...~~f:l \ C: .,- ''::l... c-" c.' Cc:-~\<\t) .~\. ~s.: <::... - e.j ~- \ J c..-' X\ ~\ \ "-,",,r:. ~....c-h L. \ <;, S~,- 'v\'R IA\~ D ~ --.'"t~ \,f"v. \ ,\'\. '\ R ~ _ ~\ fh\\\ ~\f:r)\-\\ ~(~, ~)<...: \'~ D I .s::X\<', 'v.,...0 <::::"(':'"I.....,c, ~:: "':'5lA\\..\~\:~.o \"0 AP?~~)X~ L1 it l" \_ -:---. C' - . -,..; (:".. -.- ( '\ I - '., '-,C""~~\0 , vu.c.. ,C i~~ ,~~"'-~ 0"\- 6r)\\..... ~~\JhJ. \~ J f'Y\C"'l\<:'\,-\~>= ~O~Lt":> DRA\"O..:,,,,J..~.\ ~~A~ ~~,'-~~. c.. A~\ LLA'R. '-r RA~~'\$=.~ \ s.. '3E\. ~C::> P L.A~ s:- ~ Y It .\~\ (': \<... A.~n ~ ("'j'\~f-:li~C'\>t:> U.~\~(:~ A ';A.\<.~\ \~'\('\t-.2l R(-,L~R:. ~\"'<\~, A.-~S:A--; C>~ c.:A~\u...A~"1 BA..~~' E-R A\KF_ (\\.r~J;;~.L..'-t - ~"\ ~-:-t W\.''"''( ~ ~O'N'\.F. f>Gm ~\1\j(<-. Cl~'_C R.\.~r;..., "-\\~\.~.,,~ >:,.\\(.::Y-.j'-~ a~\.~ A~\":':) \3~(-rl\i'(\F ~\~\rf\. ~\...'\~ \.....,,~'-1 CAL.l"'"':)~ \ ~G , Y~\='C5RJln'f t'> C",L\ F~"'T\~A--\ \-\.RA.~~\') CA-J.J R.S- P \1 AL\H:~..-r>-- ':Sa i.L. C>OI-.H~\' \Or..J A~\fK VY1(>Jl ~...,..~~~ \..\:A.", t::> t< At '-.) ~ ~ t- Au:...J:'" \~<<;;..,;pEc\!-rED C,("'t~(;~~e- 01 A0';."'\> rr.3RG~A~F \3Pi.\W\ ~ A L.al\.\(.., C..i~ I ~ L.\ t.....,f-";,;;t} (' '. E ~ C-e A l)..j D ~ _ _. . I , ., if - ~ t ,-I:::.... ~i...~\'"I'\ P '\'):-.:;'-t ~Ai'\J6f~ ,,'/'=1 "S -~t._ L-\ _ CA~ L\ J yt! X 9...(/ ry L.jiU~~J~"S. Pe,R CC"'!l'''''''P~''':::'S\\;~$\:);<~f\!,rc;.:.\:t=t E \JAL\:d~\\{--I\.", \<.~ \1".:J~-"'R('-'n.'t., C;"'C".f~i. _ w,.\~ ~<:'.~J:::> ? ~R \~~'TA\~--.r..) n~G Sl..\ \.....'-.'\"\~{Y\ $'~~\'~';lr-i A.L CcUP~ L E.R ~ \>L.-A.c:f3~ ~~~ ',\.~~\F.t\..')S: t:> r~' S?.fC-1 ~ \~:~, <::;",0 1/ tR. c<.. U!,:: - fJ ~ LtAVe.- -;1.~ ~ To the best of my knowledge, the ab~AS NOT performed in accordance with Q. roved plans, specifications, and regulatory requirements. Superintendent/Representative: Te'C~i~~~I: _ 'Q' '. f'.. ~, ~~" 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 5323 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: l.~-~\-O\ PROJECT#: \ C L., -0\05 \ PROJECT: \J-..) r::\'S~ \~,*r-.:"."St=-~-R CLIENT: E:.T E~ \1 L ~O ~ KRAZAN PROJECT MANAGER: ~ ~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~\:' ~.~ \J t RoO . \.z\.'"(~A~ C~.- 1.'I.J"T't ,"::> - K tCt'i A I~DS C-L- E:-A(L TEMP: l..lo"" a~".\ ~\:"~. A~ R.~_C'VL\~.~~~ 'To ~~e.POR\"'C, ,~~ 6C:\ \ ('-)'U.."~ n~ c..~~C_ R Ft~ . ~LAC'.C ~ FeR. ~O<"')\n...$;"" .A:L.C~C-_ C,;R\D L..\~E \ d...) L'S - D,S. '5,-u""",, p '''\~$\ n ~ it . \1 jl /'1. 1\ rl ji ,<...A~ (__50 \..uA~_ 1/"2,.. - q 14.-... I...... i4'S'"\ "-\, 1 4 )l?S C Y L- I tN OEt<. ~ t==O~ co O~-n?R..s=~S\\JF.j ~Q<;)..)C:;\~ EvA L- UA'\ \ C'Jl\.~.. R 'E.\.1\::)FoRt...\N~ ~~EL- i.....;A~ \~~f>r~~_$ 'A..~ 0 'r ~ \V ~ '\ e> ~ ~_ Pl..-1'\l' ~_b ?F~ ~ s;.;t~ \ L l t ..~ o'\...:) 'S~~~ ~ \.. 0\= -r~~'DQAu..;::.i.t..:i("'7~, ,it<, \-:Z.-::~ .. '. I . 1 ~::- L-2.Jq L/ E- - / 0 ~ .. <(i To the best of my knowledge, the ab€W~AS NOT performed in accordanc. e wi.th~roved plans, specifications, and regulatory requirements. Superintendent/Representative: Vi..\. -.,J ~ ~ n j ~ ~ ~ 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinvi/le, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 , '~~KrazaIl. & Associates, Inc. FIELD REPORT NO: 5329 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ - ~- a)... PROJECT #: 101.&> - 0 i 0 5' i PROJECT: ~A.S\E \RA~~f='&'\?_ CLIENT: e-r E...,,'\u L R...CJ' ~ KRAZAN PROJECT MANAGER: -S 6> CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: C\ E. t..:) \}' \.Rc ../'S-rff~R.AFT \-<. \\"SA.~ ~~ .....~"( D - ~ \.c~~~'D~ P.. c, - TEMP: 4e;:> C\~ 'S....\\~ AS RFqL\F,:",~-r~D \0 ~Q~~~ '~~~Et."'\:'\.Cl~'\ ("'\0:; "RS\~roR~\~... ~fP._L ?LAC.Eb ~R ~~-t\ ~A.Ll- ~'-O~G ~oR"'\~ -S\'D~ e:.~ PRa-s.E~~-:T AR2-A ~ A,-,- \<~lN~O~t.-\~-.. ~~~__L <.... f ') ~ c..0lk\roRM.<:" \\" \:)~A\,--- c.. A.~D '0 C'l ~ -::s 8 ~"\ ~~ "-\~E D~A..~\' ~G~ ~ A,-~ \~""\S\>~~;;'D c.a~\<.~E PLACED fu~ C...,R,AD?, RFAm<:" A.r..c~\(-.. GR\'D L\f\.\~~ 5'r~) 1. A~" ~ ~Rom ~-E. ~u.jh"'\P\.s:~ R~t.Y-E ~A~ ~lt_ J \ Ii C-.- I \ " e ( -,. A~ ~) L.\ x~ C_YL1,^.H":>E~'S. ~oR CC1~Yl~~<:::::..- \ \} ~ $\\~ ~~~H .s=:,\l AWJ~..\\ 0 ~\ ; ~ ~ \ \~ t=c'J\~J~l~(CO") ~~FL- ~A..s PLA(",~ ~ U '5.\ ~(") rY1.c~f\} triAL. ~A:-<\~_....\.S"\<", A~.s\-\..C\~'\~ PE~ t:>8\A\L (,'l' C"-.'l ~t\,s::F\: sL.\. c'F \:t\~ bR~S~ ~ f,..~\U~- \\~ L.~A-IfE - \ ~ ~t- To the best of my knowledge, the aE~AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Tec~~~ 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 I I ----~ ~~.. il [I !r II II ,/ If I 11 I It 'I I ~ 'I I I I II 'I I I .- __'c_"'~'"~'" '-~-',- ,~.,''>: . ,.,~. r ,-- ;>'--~ ':T,.:_,)-:....~}~\_._.'.,~_,J -c""''"/~'~_:''':';~~~-~ -,~~----';:'.~''','~,~ '-<, BREMER TON PERMI~ CENTER 286 4th Street" Bremerton" WA 98337 Phone;: (360) 478-5275 FAX;: (360) 478-5278 BUILDING PERMIT Job Addr: 9300 SW BARNEV WHITE RO Location: OLYMPIC VIEW TRANSFER STATION-WASTE MANAGEMENT Parcel No: 1123012-002-1001 AppUc(~nt: GUARDH\N SECURITY SYSTEM INC 1743 1ST AVE S SEATTLE, WA 98134 622"6545 Permit No: Status: Applied: Issued: Expires :; Cll"Ol-91 ISSUED 12/171200J. 01/0812002 07/07/2002 Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: GUARDIAN SECURITY SYSTEM INC &22-6545 1743 1ST AVE S SEATTLE, WA 98134 Lie .= GUAROSS233KS Exp: 9/30/2002 Subcontr: Oesc: FIRE ALARM SYSTEM FOR NEW TRANSFER STATION BLDG ~*~**~**~*****~******~*****w**************************************************~(************** Valuation * Permit Fees: 167.25 Total Calculated Fee: 280.46 B,100~OO * Plan Check Fees: 108.71 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 280.46 *************************..***************..************************************************* This penrdt shall bEICOIlw null and void if the buUd:lne OY .-JOYk authorized by thi:;; PElymit ie not commenced within 180 days fmm the date of $Uch permit, 01' if thi.$ building (J'( wo'(k authodz:ed by $Uch pe,'mit is $Uspended oy al:'Jarooned W.t "my time <,~ft@.( the WOy!\: is c:ommeilced foy a peYiod of 180 days. 1\101"1I;;E .- 1.t i$ th& yespoj'\$ibi li ty 01' th~ p~Ymi t holdel', rot the City ()f Bremen'ton 0'( BU.ildil19 Official to see to it that n~quiyed inSl)ectiOl1S <m~ made. The pe'rmit holder must notify the Building Official when read'/ foy insp"",::;tions.. Failun~ of the pemit holde'( to notify the Building Official of yequiyed i.nspections may Y6'$Ult in t.he stoppage of the "'/ork until such Hm<<; that the peymit 1'10100'( Clan substantiate to the building official that the corll:~ealed woyk 1ll'&'Bts m' ,":~ceed~~ cr.xk/ yequi'(emerrt.s. An}' demolition. t.estir19. or financial bl.lyden sh;;.Jl be bom* di n:lctly by the permit holder" failuy6' to $\JbstEJ.Y1t.i<i\ce code requi yements wi 11 indemnify the City '%I.~im'3t any and all ni.>spol1$ibilit>' OY liability connected \>!ith Hm const l"ucti on. I heyeby c'<:irh fy that I ,1aV& Y0ad ai.rld ~xSJili ned this per'mit 8.nd know the S>l1J1W to be tyu~ and coyyect. All p'ro'visions of lal,;S and on:lina.nc'ills ~;;:IC've'(ni1;l9 thistyp",' of ,.;oyk will be complied ~Jil::h whether :specified herein Of' not. ThE> ~Ya.ntiJ;l9....of a penrdt doe.", n6'~ Py,;,'SUllH~ to give authoYi'l'y to violatE> 01" cancel the pyovi$ions of ,,'n"!)' O'l:h(\ ,;st~e flCl(~dl lAating constl"u,;::tion 0'( the peY'fonilance ~f ~'nstYUCtion" SiS1nat.u'(e~L~."..^,_~~.___..._._._."._.._~__ Oate ::___L.L..tf.t:Q..'3::::::::=~___,^_".,,__ X CtH'i:ify II~\l a:<.m exempt fl"om the yequini!frlents of t.he $tate con/:;Y'il.cto~"$ Ye9istnilti.on 10,\;.). urlde'( &action 3. Chaptey 120. la~~ of 1967. Oate; ......_......._......_____.._.._....__......._.._.....__..._. ****~**********~**#***~**** ;j Pe r mi t Ce fl t e r - .. Approved Eli/ :"..-J,..~,J__.......-,. Da t e :._.i::_....r:.Q_~_ V .. · r r j. I I r \~. .,... ~r:J,\~f<'i ~'i \l,.'~~~ ~,_n;.'~:~(::~r:" .'.c >Ij~I}~:-.' ,'''I;<;r,~" "W <'>"'!1.',1_ 1 cV' f;'<-'''. .,....,; . ~,~~.,~,.),~'i~i'A I 1 j J I :================'========~==='=~=======:=~========~======~===~=~=====.~===*~~= , . --". -. .- BREMERTON P~~frlIT CENTER PERMIT CONDITIONS Permit No: 01-0691 ::. =;::.: :::;.:=:::::= ~=:= :::::=:= ~:.o.:::: == =. =:~~':::'.t:= ~~:r:.::=;;:. =~~-'-ci::t*';~=::: = ~ = ~ ~"~~:~~~"-1::::''::~ ~:= =:::= ::=~:=:=: ~;:=:.= =:= 't:I!'::xt;::==: =~ :== =:::== =::=;:::. ~= Page: 1 I II I I Job Address: 9300 SW BARNEY WHITE RD Applied: 12/17/2001 ASrsT Acct No: 1123012".002'"-1001 Approved: 01/08/2002 location: OLYMPIC VIEW TRANSFER STATION-:WASTE MANAGEMENT Issued: 01/08/2002 Applicant: GUARDIAN SECURITY SYSTEM INC Owner: WASTE MANAGEMENT INC Contractor: GUARDIAN SECURITY SYSTEM INC De?;3cri p tJon: FIRE AiLA~1"1 SYSTEM FOR NEW TRf-iNSFER STATIONBLDG I I I I Conditions:.""; 1. A)~~dd second annunciator for employees building. 8)Annunciator shall be near and visible from the front door. C)Fire alarm system shall meetNFPA 72 requirements. D)Knox boxes required for after hours access. E)Strobe requifed over knox box. F )Tamper and flow slrd tches requi red on sPY'inkler system. G)Fire a.tarm shall be monitored. H)He;./ete,,,tor required in electricai and telephone room. i~~~~;u~~~det. _ ~~~~__--'-_ Dated?1~-=-- / f :'J"4<>-,~"_. 11t ,. ! ~,----....,.' ~.<- ~.,..:.:..' "~-.~-' ~-.-. -,"''''"'"-'~'.-........:'_ ~"w...- -___.,......' .~~'''-C_'--...........'_ --.------------------ _-r_'_'_~ __.___?":II~,,~}~',~~;; -~~\~:-_. -'\ ?,;, , . lK It ,IOI(:*;j(),\;)j( lIPI!,){<)I(:<<::t:;'f:;1( ~ lII.)!:;:I': *#)lO!('*)(O~Lt*)!t:l\:* *l/I;,* * )I!;)j(JI( )/(:\1, ** **)Ii;)!!: :U: *m ~)/( jf( *>1<* >1\)I(l!i >>:**;t, "', ' , Rf.:CE1.PT , . '. . ". ..... ,~.., ....**....I.............***...............W.**............*..... RECEIPT Number; 02000022 Amount: 171.75 01/08/02 13:20 Pa}'lhemt. f'l€thod:; CK N(,taU.on~ GUAROIll/lf'C/( ",:"i;f-n.!.tt VW 01-0691 Type: FtREALMS FIRE ALARM PERMIT Lt23012..002...1001 9300 SW.BARNEY WHITE RD OLYMPIC ~IEW TRANSFER STATION-WASTE MANAGEMENT Total fees: 280.46 171.75 Total ALL Pmts: 280.46 aalallC(~: .00 ..**.......**.*II..*.*..**..~..***.....I**I.I*......*..**......1 Account Code Description Amount 16-322.1001 ( ) BUILDING PERMIT FEES 1 .25 G43'~23? .13 ( 02~~6) Sl?~ u: Of WI~ SURCI1M;~GE IL 50 Pt~rmi t No: Parcel No~ s:it,t~ ?)ddre$s~ Location: , This Pa~>'lll(~nt _".~._~.~.___~w_______~..w_~~'~__.__~._______._~_______'_~__________~__h.__~',W_~' "'t~"",; CITY OF BREMERTON. 239 4th Street. Bremerton, WA 98337 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Jan 03, 2002 GUARDIAN SECURITY SYSTEM INC 1743 1ST AVE S SEATTLE, WA 98134 SUBJECT: Application No: 01-0691 Site Address: 9300 SW BARNEY WHITE RD FIRE ALARM SYSTEM FOR NEW TRANSFER STATION Your building permit for the above site address is ready to issue. The balance due is $ 171.75. . Permit Center office hours are from 9:00 a.m. to 5:00 p.m., Monday through Friday. Please contact me at (360) 478-5275 if you have any questions. Sincerely, Valarie ./"' . I ~ :! /: i /tuitlLLl '-Building and Development Specialist ,--------------------- \~3--~O~ , ~ l fj~CI \1 \:1 S~ (551)iJ; r}1~~'J2 ~\ ~ ~ . i,df3 * Equal Opportunit \.---'~_/ --- ----- i I I I I I [ I I 1\ I' I' I I' BREMERTON PERMIT CENTER 286 4th Street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 9300 SW BARNEY WHITE RD Location: OLYMPIC VIEW TRANSFER STATION-WASTE MANAGEMENT STATION Parcel No: 1123012-002-1001 Permit No: Status: Applied: Issued: Expires: 01-0691 PENDING 12/17/2001 Applicant: GUARDIAN SECURITY SYSTEM INC 622-6545 1743 1ST AVE S SEATTLE, WA 98134 Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BAR~EY WHITE RD PORT ORCHARD WA 98367 Contractor: GUARDIAN SECURITY SYSTEM INC 622-6545 1743 1ST AVE S SEATTLE, WA 98134 Lic :It:. GUARDSS233K5 Exp: 9/30/2002 Subcontr: Desc: FIRE ALARM SYSTEM FOR NEW TRANSFER STATION BLDG ********************************************************************************************* Valuation * Permit Fees: 167.25 Total Calculated Fee: 280.46 8,100.00 * Plan Check Fees: 108.71 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 280.46 ********************************************************************************************* This peymit shall become null and void if the building oy woyk authoyized by this peymit.is not commenced within 180 days hom the date of such peymit. oy if this building Oy woyk authoYized by such peymit is suspended Oy abandoned at any time aftey the woyk is commenced foy a peYiod of 180 days. NOTICE - It is the yesponsibility of the peymit holdey. not the City of Byemeyton oy Building Official to see to it that yequi yed inspections aye made. The peymi t holdey must notify the Building Off icial whenyeady foy inspections. Failuye of thepeymit holdey to notify the Building Official of yequiyed inspections may yesult in the stoppage of the woyk until such time that the peymit holdey can substantiate to the building official that the concealed woyk meets oy exceeds code yequiyements. Any demolition. testing. oy financial buyden shall be boyne diyectly by the peymit holdey. Failuye to substantiate code yequiyements will indemnify the City against any and all yesponsibility oy liability connected with the constyuction. I heyeby ceytify that I have yead and examined this peymit and know the same to be tyue and COyyect. All pyoviaions of laws and oydinances 90veming this type of woyk will be complied with whethey specified heyein oy not. The gyanting of a peymit does not pyesume to give authoYity to violate oy cancel the pyovisions of any othey state oy local law yegulating constyuction oy the peYfoymance of constyuction. Signatuye: Date: I ceytify that I am exempt fyom the yequiyements of the state contyactoy's yegistyation law. undey Section 3. Chaptey 126. laws of 1967. Signatuye: Date: *************************** Permit Center--Approved By: Date: FlU l~-ll-O 1 ~. I r I I I .~ ~" ,,"'- ''''~ "~,, ~~ ""I ~~~......, '-~ ~, " RECEIPT ********************************************************~******* IPl Ntlfi'tb,er: 010{}1069 p,moun:l:>'!::<:kO$.l'l 12/1:1/01 10:::H:i P:fl,YilH1.Hlt r'l-ethod: N<:ytat II: CiUf~f~DIAN CK !nit~ Vt.,l PerIni t No Pa:rcl';')ll No: Type: FIREAlMS FIRE ALARM PERMIT tOOl 8AF~NEV WHI i':(D vnzw TRANSPE:R ATJ:()N".,WASTE .l"lANAGE~1ENT Total 280.46 1 PiLL Prntr:!~ ~ 108.:71 B.lancei 171, **************************************************************** Account iptlon Amount :34e-\ " ( ) aUILDIN(; PLAN CHEer, lO~3 ~ 71 i5ite 01--0691 :11 l SW n ~ CiL jiM.P .1, C Th nt :1.08.71 ___'~'_ ___,_,_,-_~~__~_~.K__.~_____W~____~~____~_~~~__'_____._~~~_~,_~_ __~_.~_~____ 'r~\", 7,. .> ,I. '. , . ~' '" "............... >~,. .,'"" ...... ~. - .. "i I I I I I 1 I I I " ,~ ' .'j,~ 0\ r 06 q l ~7f ~ i,!3~~~tfgi~*~~~I~I~~I't1:~;ff~" City ofBremerton, WA 98337Phone:(360)478~5275 Fax: (360) 478~5278' APPLICANT: DOWNER DCONTRACTOR ~THORIZED AGENT Address: ~?:,oD $",..)" 6ft<1.AI~'1 vJk.,4...-. <\hR\ \ 9ri/f'on.ct:-v.:v01v4A-1 'K3f1J..;; Addre~~'-J~ <:~ 2.&?Stj (JA('3:,.'6q Wt4- "Uf:s~ Expiration Date:' Site A~ss:_q~ 0 .sw~Ne1 t.0'h.~ ''U) '~ 0Rc.~p.f(), W~ o,C~~~ '1')\ \ ~ Owner::'1t'1"Y\(3IL ~ \~ '\'L . S' . ~ Contractor: ~dl ftJ ~V\.1.~ ~ ::.T \ Tax Account Number: Contractor License#: (;vi4fJ) S. S 2...3. ~ \~ Contact Person: ~')~~~ Contact Phone#: 3(o.G).~ /F-J-~ ..... 5Y..r~ Check the type of application for below: D SF RESIDENTIAL NEW IJ-1:()MMERCIAL NEW D DUPLEX D COMMERCIAL REMODEL D MANUFACTURED HOME D COMMERCIAL ADDITION D RESIDENTIAL REMODEL D COMMERICAL REPAIR D RESIDENTIAL ADDITION D MULTI-FAMILY D RESIDENTIAL REPAIR D TENANT IMPROVEMENT ~ ARt~ Scope of Work Proposed: -LVs.J4tc ~1Lfl- ~~ S~.,-- ~~' '. Tuft ~!~.. _~ ~Sh1. D GARAGE o ACCESSORY BLDG o SIGN D DEMO D GRADING (Cubic yards: ~HER: ff((~ &r~1e-'h^- ) Square Footage: Garage: Dwelling: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? Decks: YES NO~ ,Uii'Vi'IUa;tldil!Jii ....;,..;, ;;~laftJ'ReView;'Fe(;,'e; iF, ~ <gloo L?~ IO'6':16J 0-7c?- 5 . J Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant sho\ving that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. ~~~8~1.~: /d(rr/tJl DEe 1 7 2001 w-I BREMERTON BUlLtllNG 1JEPARTMtNT APPLICANT'S SIGNATURE: j.",r ..... .' . . . m._~ ih,~-:: .'. .PcR~~;::.=I~'~$t~~:=l;r~':w~e:~;;6:'~'::' "", "~i~ 'Ph'One.~ (3~~),47:. 8. '-5;2.75......",: . FAX...'.":: ( 36P}.'478~5278' .'...'..'.'.'.' ,.,.'.:~...i:.:.'.:.{.".: . ...'....1. .....'. '.....'....",". . ,.BUILO ~ NG", PERtu;r ~) ...rl..,61 '. :€IIf.V~' Job . ~ddf< ~ ." \~3'HJ'SWSAR~[VW:~tT ff . no ; toea tJ ol'1~;OCV'l'1~i C, VIE W.TRANSF,EJ( S1' AllON', w~S It, P.ii:ncelNa.:., l1i3al,2~Qo;a'":t6!'a' Ml\NA\~€I;If.NT S TA 11 ON . G.HAR'ElIAN'S(cukrnsYSlEti'!NC 622~:6545 ',., 'S'$!?:;A:TJL,E,W:A '8134 . , \. . t '< . d . t.lc#~ . ' I ' 'Permit No: Stltus~ , Applied: ).2:/17/; ." ~$~ued: f!;/~ ~~'"" bX'p!res>> ~~y "~l>"'''', "^-"'''9'' .... ~],,;."- , 1 :~.,"'~~_<"<i,l ,'1_, (:.,:' N ',~.' '. ".",,'.iI.~., '~.;'., ,;::;..J , " r\lJ~/ " ,. @.....,...,~....i'...,.,.. (,."," ,/ . "/ - " vi ~''J v/' , ~.., , ..,." .' ,",) /..') ./ GUAROSS233K . ': <$!:mi&6l b ~ ..So",.;.,? , > ~ ( , <:~~ > h'~')>o ~/ .,.,. '.... >'1-'~"... .i:."-'>i,,? # \ .,,'" .... '1/" "', 1 , " " ,>oY'<~/!, ,~ #' . ... , Mmlicallf:\~R.o!.AN S;iE:'CQR!iV ,SYSTEt'l 'rNe 6~l2'~6.545' ',' ,i?21S :JST~~VEs.tAT'n.:E"iIlA 9iH$4 ',O~mI!H~: WA$,lE:tqANAG~lttrNl INt c.".. . 415~'2(.51 , '3~p "SW,eA~NE't,r,jJ,HIlt:' I{O PORT ORCHAROW$v"93~? , , , . -, fOR,t4fW, rRAN$FER STATION SLOG ~,1II ~)/(% l+i **"* :t;**~lK"t;;t * iIi~* ii<~l!<* * U* 'W**1li )K~ll!*)K:*lK l<<)fi: * * lK'i ~ *JI(* 'It lK,~nk * :(('ilO!l:4:. )j(**%~~JI( * * lit '* JI( >>: JI()\( ***11\* >>:.~)I( JI('*lK ll(llt *)fl* ill:: *' . '}l.al)i~~ti~:n ",~(, "',~:l,t'fI)Jt f'f#e$~' , i67, 25 Total Calcu'.hteq 'Fee: .' 2.80:46 IS .~OtL'O~: ' )l(P;1,;;i11i'~.neck f ee$:i08~t' 1. .' .A<:iditional Veres;; . .......'. .00 ,.' ,of: '. ,,' ';!f:. ,,'I'\tJ.tb!l"f' Fees: . '4,60 " Total P'eflflit 'Fee: '. .:2110.46 *~ * ~ ~~.,**ti*JI(i:*~,*JI(**JI(,*ilCK**' :li:tl*~*:1qUPI(****JI(~U**;j( **lI<lf(* ~JI(lI()fI:fi***'*,**i.**)j()I( lI(lI(*)f.**;tJl(*~ilt'** iK**ll<mlk>;,: ***:11 * ** : ."': .' >, :, ": ' ,;; <,,'>' :-' ~:~ ' >., - - - '. . <". ." ' : '<, -, , ~'.- ' " , , ' b$~..l1IJ,t:fl!lirt'i'<Itlid i.'flthfQbU:ildir19 o~'wOYk 'aUt~r:i.~tl'd ~;;y ttd$P~'lffil)t not,,~,,"Q~d ~:iihit1- _:'~' - - c."'. . _ _ ., _.' ,,_ ' . ! _ , , ,"'. , _'.., . ,,_ ,,' _ ,f - " _ ". . . " _ _ _ _ ~ _ ". "" .."" '0 $!l;;~:ot\~ob:j:\~Tfuit,oi~Ht.hJl.':$builj:ii~ o'r'~yk aU'bl'lOl;:lziild QY$lJ.<,;11 t:'>eplt.1ft;' is' ~$I;i:etll:;led o:r i!lhllfY t~~'fk 1:$ 6oMm:e~d .foy ~ pel:$.oc! >':;If iao.d!P:7''i1:. , . ,1>'_, ,'_ ' _, , , !!",t:Lt:v I H lv vUHl-'; l' 18:25 1-36e-6S7-58B8 3807792089; AUG.27.01 7:03; OL Yt.f'IC ALARM SYSTEM PAGE 2/2 PAGE 63 Olympic Alum Syst.... A ......,~.tICUMY ''''''''' INIJ. otcr uo.'".5QJ · ... uo...,.... LaIIIolr. ",..,.... ~ JIaI I ~~ PO ",2IlI, ~ ""'_7'0 Work Otd.r _ Act:l 1# 0.8.# p.o. # SCHEDULE OF PROT!CT1ON Wute MIDKftletlt TrallSfer St'~D INS! ALL- Fire alum system 1.tJl, Approved Fire alarm control panel 1.Ext. hom/strobe 1.Aru1UDOiator fILE PURCHASE" S L, TJ.", / SIll i -Tie down sprinkler system -Tie down d~ detectors ).Pull stations . 6-HomIsuobe$ . One year warranty on parts and labor EIIlDlovee F,eilin 2-Heat cletCdOrs ).Pull stations 4..Hom/strobe, 5..strobes S-Smokes PURCHASE = $ 'TO 1.1 COMPANY BY: oATE: APPAOVEC: DATE: ~nrrp{ AJ31X TELEP1-40NE lNT!ftFAC& (JAQ<(S) TO DE INSTALLED ~TELEPHONE COMPANY ~+~ CllInt ~..a- . oopy of theSCICDUlE O!f' PAOTICTJON. PlEASE! SIaN ANO RETURN WHITI! CCPIES WITH DEPOG/T CHECK 'Ollt S THANKyotJ .". ."..,........,......... Oft ~ __........,.. ""'*It .., en ~.*~at~.~fW""""at~.......~ '" 00mpe'Iy .. .. . ........ ~... ..... .... fill ...... _ '" ~"''''''''u,GfI"",."""", GUARDIAN SECURITY SYSTEMS, INC.. P.O. Box 2037 . Poulsbo, WA 98370 Ofc: 360-779-5453 . Fax: 360-697-5888 5'ifYlb-\ u,U\~ ffA-dl - r::'- IL A-rQ/r"'V' &",+-/0' r.:t~' 114-- Hor" I (-t-/obZ- 04 -- 5"trobL 0"'7 ())~ )" /VO \UL IlfL-+r<..6-ta r @- (..fea +- o.e_JrLL ;-0/ 1]- P tJ\ \ S t, ~o"'" 1 G",~ .o-+- ~.~ ~o L.- 1]- T~"fv I]- v-L.o~ ~- AM \.l^~'~~or "Dedicated to saving lives and protecting property. " GUARDIAN SECURITY SYSTEMS, INC.. P.O. Box 2037 . Poulsbo, WA 98370 Ofc: 360-779-5453 . Fax: 360-697-5888 tDL J fDL ;j !?;je/ fJl.qjr~1V\.. ~ ~Oc.- [fk- 1S.D '- 5~eoL IE--IE1---te- (? c '- ~,:) L ----m--rEJ-lB......v ~O '- ----- 6=1-'s<<-(J z. l 2oI'LJ - \ I+~ (~ . \ Vrw',J,o '"2- FA-C-P 1+- iO -=I ~'t-;J - - /lDedicClted to saving lives and protecting property. 1/ 1V1 a. n U ,,11 3.6.2 Current Draw Worksheet Use Table 3-2 to determine current requirements during alann/battery standby operation. (Copy the page if additional space is required.) Table 3-2: Current Draw Calculations :.co~' , . . . VlCC$. I Standby: 140 mA 140 mA i1'.!"'::<':,,:'~' ....;~~.,,~;~~~~~~..;":...~~.~ 2 Standby: 60 mA ~ mAl:':.'.. (max.) Alann: 260 mA f~.:;~,." _': c;;r mA Standby: 15 mA mA Alann: 15 mA ',~.';~;I"........~;:.~'; Standby: 30 mA '3 0 mA Alann: 50 mA ilA"t, ,... Relay Standby: 10 mA mA . (max.) Alann: 80 mA ~.;~;~:~ "., ~);. Per output 100mA ;,.;" .;;', ..... Outputs Max. 700 mA ".::.:', 35mA 65 mA "'''.~.'' Total System Current 11-0 Ii 0 .::~ ",,:~.:.....:,~ :~,.~...; '~1'~~~~jM.{.~:...:::.".i~"'~.~'?'(I~'~~~~' :...r. ..-. .... -- Standby: .00'::> IT mA. O,co(.rmA,. Alann: .~ mA '';,,;.;:' g mA Standby: mA mA -. Alann: mA Standby: mA Alann: mA Standby: mA Alann: mA Standby: mA AJann: mA Smoke Detector Current . bO~lrmA Device # of Devices Current per Device - SK-5217 Zone Expander -52:26 S:..!.et ~8RRe8t SK-5235 AnnuncialOr (6 max.) ~l( S:88 StAt~ Di.lpl"y Ivlu<luh: (8 max.) Standby: AJann: .l1~J 7rH"f ('8ft ....th..J A Smoke DelCCtors "2.. too 51\N> lCe.-J s- B Notification Appliances 1+,^ J S ..f-I'". ~(J S othb<:.-J ...; ':toe":" ;..,:\;,~!~.., ~.:::.~.:?~~ ;h' .~. . ..~... "/:1 ":',. 10 J Alann: ! J2!t mA Alann: { ..,.r mA Alann: mA Alann: mA I\otification Appliances Current c Additional Devices o E F G H I J . Standby: Alann: Standby: Alann: Total current ratings of all devices in system (line A + line B + C) Total current ratings converted to amperes (line 0 x .(01): Number of standby hours (24 or 60 for NFPA 72, chapter I, 1-5.2.5): Multiply lines E and F. Total standby AH Alarm sounding period in hours. (For example. 5 minutes = .0833 hours) Multiply lines E and H. Total aiano AH Total ampere hours required · Add lines G and I. Standby Current Alarm Current mA J'"O mA mA mA mA mA mA mA . mA mA '190 '1~ mA mA mA mA tOo poD( 1f1A .2.. A (00 H 1'( AH '3 Y2F mA 3 . L.ftr A 1011J H f 7..~?- AH (1- AH . Use neXT size barrery wiTh capaciry greaTer Than required. 3-6 PIN 151204 mA mA mA mA mA mA mA mA mA mA ~OOl , , , , , ..' .' ' .'. FIRE ALARI,J CON mOL I'Aml Model 5208 Fire Alarm Control Panel with ~ Digital Communicator The Fire Alarm Control Designed to Grow with Your Systems Needs, Without The Growing Pains. The SK-5208 is a microprocessor based control panel with integrated UL listed communicator designed for applications requiring smoke detection, manual pull stations, and sprinkler supervision. It features an easy to read LCD display with programmable English readout and user friendly tactile keys. The basic unit offers 10 zones of initiation and is expandable up to 30 zones for larger applicatf~ns. The Sk-5208 has a complete line of supervised accessories that provide remote annunciation, auxiliary contrel zone expansion. Ideal for new and retrofit applications, the SK-520B delivers the performance to handle your installation. Featur8 10 zones, 8 Class B (Style B) and 2 Class A (Style D) or Class B (Style B) zones, expandable to 30 zones . UL Llsted . Supervised zone expanders and I/O modules can be mounted remotely from the main control panel . Event History Buffer (150 events) with dateJtlme stamp All zones are compatible with 2- or 4-wire detectors 8 selectable/programmable output patterns for notification appliance circuits . Built-In Digital Alarm Communicator Transmitter (OACT) . 4 Notification Appliance Circuits . 4 programmable general purpose relays . Programmable smoke verification. pre-alarm delay, cross zoning and enhanced verification mode features that can help minimize false alarms . Programmable from the built-in control panel touchpad, remote annunciator, or Wlndowe downloadIng software " Built-in walk test feature $pecIfkaIIoas Operating Voltage: Primary AC: 24 VDC 120 Vrms @ 60Hz,2A 6 Amp Total DC Load; Current Draw: Standby: Alarm: Dimensions: Width: Hieght Depth: Operating Temp; 140 mA 460 mA 16" (40.64 em) 26.4" (67.06 em) 4" (10.16 em) 3T to 120' F (tr to 49" C) OptIonal Aaeaodes . SK-5235 LCD Remote Annunciator . SK-5217 10 Zone Expander (2 max. per system) " SK-5280 Status Display Module (8 max. per system) " 7181 Fire Zona Converter · 5220 Olrect Connect Module . SKSS DownloadIng Software SI-52OI ~~ INSTALLATION AND MAINTENANCE INSTRUCTIONS SpectrAlert Horns, Strobes, and Horn/Strobes For use with the following models: Horns: 12/24 volt: H12/24. HC12/24 Strobes: 12 volt: S1215, 5121575 24 volt: S2415. 52430. 5241575, 52475. S24110 Combo: 12 volt: P1215, PI21575 24 volt: P2415, P2430. P241575, P2475, P24110 For ULC models add suffx "K. available in 24-voll models only. Add suffix "W" for white models. Add suffix "K" for weather- proo{/ouldoor models. 241575. 2475. 24110. HI2/24. HC12/24 units only. Add suffix "F" for FUEGO models, 241575 units only. Add suffix Tv" {or F.VAC models. 241575 unit only. ~~ SYSTEM C~ SENSOR * A Division of Pittway 3825 Ohio Avenue. St. Charles, Illinois 60174 1-800-SENS0R2. FAX: 630-377-6495 SPECTWert Specifications Voltage Range: Horn: Strobes & Horn/Strobes: (with MOL module): Flash Rate: Operating Temperature: . K Series: Lighl Output: Sound Output: Listings: DC or Full-Wave Rectified (The HC12/24 is the only SpectrAlert product that will operate on a coded power supply.) 10.5 to 30 Volts; H12/24A and H12/24WA (ULC) 20 to 30 volts 12-volt models - 10.5 to 17 volts; 24-volt models - 20 to 30 volts 12.volt models - 11 to 17 volts; 24-volt models - 21 to 30 volts CAUTION: Horn and combo units will o~ly operate on walk tests with on-time durations of 4 see. or greater. 1 Flash Per Second 32' F to 120' F (0' C to 49' C) Models HI2/24K. HCI2/24K. P2475K, P241575K. P24110K have a temperature range of 32' F to ISO' F (0' C to 66' C) and are Rainproof per UL50 (NEMA 3R). Models S2475K, S241575K. and S24110K have a temperature range of -40" F to 158' F (-40" C to 70" C). and are indoor/ outdoor listed per ULI638 and indoor listed per ULI971. The S24110K is rated 60 candela @ -40' C. S2475K and 5241575K are rated 41 candela @ -40' C. Models with suffix "KA" have a temperature range of -40" F to ISO' F (-40' C to 66' C), and are indoor/outdoor listed per ULC. Models with 15 only in the model number are listed at 15 candela Models with 1575 are listed at IS candela per UL 1971 but will provide 75 candela on axis (straight ahead) Models with 30. 75 or 110 are rated for that candela. Sound output levels are established at Underwriters Laboratories in their reverberant room. Always use the sound out- put specified as UL Reverberant Room when comparing products. UL 54011 (Horns and Horn/Strobes), UL 55512 (Strobes). ULC CS548 (Horns). ULC CS549 (Strobes and Horn/Strobes). Factory Mutual. CSFM, MEA. K Series models are UL, ULC, CSFM, MEA listed only. General Description The 5pectrAlert series notification appliances are designed to meet the requirements of most agencies governing these devices, including: NFPA. ADA. The National Fire Alarm Code. UL, ULC, FM, CSFM. MEA. Also. check with your local Authority Having Jurisdiction for other codes or standards thaI may apply. The 5pectrAlert series can be installed in systems using 12- or 24.voit panels having DC or full-wave rectified (FWR) power supplies. The series can also be installed in systems requiring synchronization (module MOL required) or systems that do not require synchronization (no module required). NanCE: This manual shall be left with the owner/user of this equipment. Fire Alarm System ConsidenltJona Temporal and Non-Temporal Coded Signals: The American National Standards Institute and the National Fire Alarm Code require that all horns used for building evacuation installed after July I, 1996. must produce Temporal Coded Signals. Signals other than those used for evacuation purposes do not have to pro- duce the Temporal Coded Signal. Temporal coding is accomplished by inter- rupting a steady sound in the following manner: '/2 Sec. On I~ '12 Sec, Off I~ '12 Sec. '12 Sec. On Off I' '12 Sec. 1 '12 Sec. On Off ,~ Repeats Power Supply Considerations Panels typically supply DC filtered voltage or FWR (full-wave rectified) voltage. The system design engineer must calculate the number of units used in a zone based on the type of panel supply. Be certain the sum of all the device currents do not exceed the current capability of the panel. Calculations are based on using the device current found in the subse- quent charts and must be the current specified for the type of panel power supply used. Wlr. Size. The designer must be sure that the last device on the circuit has sufficient voltage to operate the device within its rated voltage. When calculating the voltage available to the last device. it is necessary to consider the volt- age drop due to the resistance of the wire. The thicker the wire, the less the voltage drop. Generally, for purposes of determining the wire size nec- essary for the system. it is best to consider all of the devices as "lumped" on the end of the supply circuit (simulates "worst case"). 1';pical wire size resistance: 18 AWG solid: Approximately 8 ohms/I ,000 ft. 16 AWG solid: Approximately 5 ohms/l.000 ft. 14 AWG solid: Approximately 3 ohms/LOaD ft. 12 AWG solid: Approximately 2 ohms/I,OOO ft. Example: Assume you have 10 devices on a zone and each requires 50 IDA average and 2000 Ft. of 14 AWG wiring (total length - outgoing + re- turn). The voltage at the end of the loop is 0.050 amps per device x 10 devices x 3 ohms/l.000 ft. x 2000 ft - 3 volts drop. 0900-13 -00 156-0982-011 INSTALLATION AND MAINTENANCE INSTRUCTIONS - ~ SYSTEM ~~ SENSOR- ',-~ 21005 and 2100TS Photoelectronlc Smoke Detectors A Division of Plttway 3825 Ohio Avenue, 51. Charles, Illinois 60174 \-8lJO.SENSORl, FAX: 630.377-6495 Specifications Diameter: Height (including mounting bracket): Weight: Operating Temperature Range: Operating Humidity Range: Latching Alarm: Heat Sensor (Model 2100TS only): Electrical Ratings System Voltage - Maximum Ripple Voltage: Start-up Capacitance: Standby Current: Alarm Ratings: Reset Voltage: Reset Time: Start-up Time: 5.5 inches (140 mm) 1.9 inches (48 mm) 5.3 oz. (150 g) Model 2100S: 320 to 1200 F (00 to 500 C) Model 2100TS: 320 to 1000 F (00 to 380 C) 10% to 93 % Relative Humidity, Noncondensing Reset by momentary power interruption 1350 F Fixed Temperature Electronic Thermistor Nominal: 12 or 24 VDC Minimum: 8.5 VDC Maximum: 3S VDC 30% of nom. Vollage (peak to peak) 0.02 JJF maximum 50 J.lA maximum 4.2 VDC minimum at 10 mA. 6.6 VDC maximum at 100 mA. (Alarm current must be limited to 100 mA maximum by the control panel. If. used, the RA400Z Remote Annunciator operates within the specified detector alarm currents.) 2.5 VDC minimum 0.3 seconds maximum 30 seconds maximum (after 60 second reset) Before Installing Please thoroughly read System Sensor manual 156-407, Guide for Proper Use of System Smoke Detectors, which pro- vides detailed information on detector spacing, placement, zoning, wiring, and special applications. Copies of this manual are available at no charge from System Sensor. NanCE: This manual shall be left with the owner/user of this equipment. IMPORTANT: This detector must be tested and maintained regularly following NFPA 72 requirements. The detector should be cleaned at least once a year. General Description Model 2100S is a 2-wire photoelectronic smoke detector that uses a state-of-the-art optical sensing chamber. This delector is designed to provide open area protection and to be used with compatible UL-listed panels only. Model 2100TS features a restorable, built-in, fixed-temperature (1350 F) thermal detector. Installation of these detectors is simplified by the use of a mounting bracket and a plug-in screw terminal block that can be prewired to the system, allowing the detector to be easily installed or removed. The detector's sensitivity can be tested in place using the MOD400R Test Module. . An LED on the detector provides a local visual indication of the detector's status. If power is applied to the detector. and . it is funclioning normally in standby mode within the listed sensitivity ranges, the status LED blinks once every ten sec- onds. The LED also provides a visual indication that main- tenance is required. If the LED stops blinking, the detector is either not powered, out of the listed sensitivity range. and/or unable to function properly. The test switch will not operate if the detector is below the insensitive limit. The LED will also latch on when the detector is in alarm. - 0200.54.00 156-7\0-12 .-~.'..,.,. ........ .., FEA TURES: . Easy Inslallalion. Secure wires \0 heat delector. A Simple pusn and twisl motion altaches delector 10 mounling plate. ReverSible mounling plale for 3'/. or 4 Inch oClagon box, or open mounting. . Low Profile. Only 1 3/8 inch Irom ceiling sur/ace will, }tmction box mounting, White I,nlsh blends with ceiling. . Vlsuel Indlcetlon. Wilen li:.:ed temperature elemf.nl IS aCII'.aled. heal collector disc mops away Irom dCI&Clor. Replace" enl of ueleClor is Ihen required. . Operallon Testing. ~-{.)Ie.ol.ri~e fealure is automatically se:lre~IOrt"g. allowing regular testing. CHEmt~TRon Fire Systems'. Chemelron Fire System,'- " J<.,0 Gv, (;1 nOI 5 /1''.1/1'', ar u",Yt'" Iy Pd,.. lI11nOl5 G0456 T t"l";'''une (706) 534.1000 fAX (70BI SJ4 10\ \ TelC'. (to?!"! CHEM un "",;",'011 wI' f 1\', ~\ 1:*".1...; c.)"".'., U .1.1 1 .1.1..1-.1.. .............. ......__1..._.'"'.......~.&.... . .:'b:::.::,~.:i):", ./) '..~~.~~.:~..i\.. ". . .;\ ..(::'-:l;;;<mt:~,...... '''':~''''~'~~ -t':lL~'i' ij:OoJ.' 7.; ,. .,. ;r.' - ..~. \....,.:~. ~.\ ~~. ,.. .' '. ':"':""( .....{.r.-.,.:hi,lo.... o:';:$~ . ..r'. J (, ~~:t: .~.. ..l" ; .,.=-,~.tg~ ~~ ........,. .' I",~~.. .~~. \:.~~.l::';1::,~;1.. ~ .!... . 'W f:~a -:,:,..,.',-".'1.;',' ;~;: ,,':1~,.. on '#.-~~,,:, " .~:.. .~ .., ',;"- :::,.. :.,{::,~:.:'~~'-~ .. ."~)..:.., H EA T DETECTORS ,<' ':':'~:~~(::~~_1-~~..;.;iiJ."f!.i~iii;~' ~~t~:~.: . ...~\ .;...:.: ':""':1' '.. .;~..rJ.r' ~"f~;..:;....... SERIES 600 ." ....... :'"i" "r;'f.-t.- . '\~,\'1":o.i-. · Rate-of-Rlse and Fixed Temp..~t~ih;:~:.:~{~t~t.~f;IIJ~~i . .' .~.,,'" ....~...t'"':8/ u~" ."':"" )"f.~ . · One or Two-Circuit, Norm~IlY\:9R~.ri;~;!.~~~ :.;.'t!? [~~~:. ". ...;....;:.;~.,::.'.~!~l;'. -,~"'.:~.JX:~.:~f;..,: I"%:~ ~\. ~'\""''''''..:Ilf T'r'~'" :......,........ .~l...,...~~. "IW"'" ..' ....J' _. ... ".....ifIi ~>) ',' ..."'>oI'........~~ '.1'., . .1'..'I-~.~;+'4~;.:..r-~:. I:?:'.:'.'.. '.l'.'\.,~. ~~~. ~ '.' :' \"'.:: ,','. .;......;....( i ';.r.f~~' r . .y\I......."'."...~.'"lI.l!.~J. j'~.\...'I..~J'... {I:- .1~~4:..~...~..1-:...:, ....i......(::....~'i..;... .;...;~ \ .','., ~~.. ';',-'.,'i r\".f.;.";' . -. - . ..:::~-':-}':.~~i:~\: \':FS: t ~..., ....~ i . .~if)~ . , . .\:.~~:::: " .1.'.' . ~:?(S" Chemetic3iiics' ~ @ - .-'"" -.".. .1 (::'" ~ .' , 'J. ., " f' '.1. ' I,ISll Co ~.. ". . ~. "'.. 'AUf 0."'''' 11411 "At ..4"S.....1. I.IU(O Approved. Doard 01 Sland:uds and Appeals. N.Y.C. ........~)':1I1 : :..:.t;. .... . .- Dnlgned In accordanct with NFP" Slan<lard ne . , ". ... ......~..:..: . . ',: ...... '. '. , . . 1.. ~ I . . '. . ,: '.. ..". '.-. .... .'.:.'.':'.. ......~....' ':' ~.'. ',:," :;-O"..~.::.J.':.y:.:;l"~.'......;.............. .:~..:.~..,~, " ;. . _.,' :...~':..~_.::::......:~...).i.::..:::.... ". :;':. - r _ ;- ;. .-.:.,: " ... .. . '~~:'" ...;-?--.-..:.-:.;- .~.... ".~" ~ .. ':'" __........ .. 7 I .": .... 1 he Series 600 Heat Detector is altrac. tive and durallle. and leaturas com- binalion rate.ol.rise and fixed. lemperalure deteclors. Heal deleClors are available in '1350F and 2000F temperature ratings. Rall::!.o/.riSt! delects hElal by quickly responding 10 rapid temperature 'In- crease. Rale.al.rise units have wide spacing allowance 01 50'/001 cenlers. See Spec:ilicalion Table lor details. Fixed temperature reacts 10 heal by responding 10 a specific lemperature selling. Selies 600 Deleclors use the same reliable pneumatic rale.ol.rlse element used in 'vrmer rhode Is, bul ofter added aeslhelic appeal. ".... '. , ,;.... .... ''''':.:. j"., The pneumatic rale-<lf-rlse elemenl responds to a rapid rise In lemperature. approximately 1soF. (BOC) 'per.mlnule. by expansion ol air within the. sealed ch~mber faster .than It can' escape through a calibrated venl. -The resultant Inertias. In pressure"depresses the diaphragm, causing the electrical. con- tact to close. the circuit.. . The fixed temperature element uses a fusible 1110)/. When' activated;' the exter. nal .heat' eolli:tr.tor drops' away to pro- vide .qulck.vi:..~aI ~orifl,rma.t1on ~hai the element halli. iJperated::":I,'<.:--.:;..., '.,',.:l ::-: ,"'.; ;'!;.;;l.:~(l).'.. \'''~::'-''';~i~'';'~~:~ . .~. ...... . The unit. prctrl,ld,e O,;ly.\ ~a.lrjch from the ctlijri'g"&u.ij,~,c,~':N.!~r>~Ju1f.~!C?ri;.~ic". mouotlng::'T/'ley... ha"'8rp'elllng~con-~" tour~'. and ;~"Iri'~ :.II-whltt,."'flnlsh i~thit.. conforms to.:celllng: 8:esttie.tlcs.~~.<:':. , . . . . .. .~.' . . ' . I ~.... . .. . ... .... ..... . . ".~' ~ '. :.t. .. . . '. .. .... ..;.... ........ .... .. . .. .. .. . PULL '. t DOWN-t ~ lo..:: '<V Single Action BG-12S From FACP+ 'Pigtails' Black inJout (-I Red inlout (+) IDC- Dual Action BG-12L (Shown Activated) Single Action BG-12S Pigtails + To Nexl Addresable DevIce -IDC Dual Action BG-12, 12L, 12LSP Wiring I WARNING! - - Do not loop wiring under any termi(1als, Break wire run to maintain IDC supervision, \\ irill~ Inslruclion~ for the B(;-I2. B(;-12L and BG-I2LSP I) II'sL'ml-/lush nlllunling. proceed to step -I. ~) \1ount [he hackho,\ heinl'" ,\inng to the pull stulion. ;) Ikl\)re nWllnting the station. pull all necessary wiring through the backbox and optional BG-TR. -II RL'mO\ e the correct amount or wire Insulation. The pull station backplate is molded with a strip gauge to measure the amount or insulation to be removed. ~ I Connect the wiring from the fire alarm control panel's IDC. or any previous device on the I DC. to terminals I and:2 on the pull stations terminal strip. Connect the next device on the IDC or End-of-Line Resistor (ELR) to terminals I and 2. (>l \L1intalll consistent polarity with all connections throughout the IDe. \\ irin~ Inqructions for thl' BC-12S hdl('11 II1Strllclluns I through J abuve. and then proceed with steps 4 and 5 following: -II ('\lnneL'llhe lield \\lrIng ,'rom thc FACP\ IDC or the previous device on the IDe. to the pull station's pigtails. Connect the POSill\e (+) IDC wire to a red pigtail. and the negative (-) IDC wire to a black pigtail. Next. connect the positive (-,-) \1 Ire going to lhe next device or an ELR to the remaining red positive (+) pigtail. Connect the negative (-) wire going to thL' ne\t dn ice or an ElR 10 the remaining black negative (-) pigtail. ~) \ 1aintai 11 l'(1nsistent [1olarity with all connections throughout the I De. BO-125 I BO.12 G ... ... ()plTation I" ,Icll\ ~IIL' ~I '1n~Ie-:ll.ti"ll pull station. simply [1ull-down the handle. To activate dual-action stations. push-in. I hC'1l pllll-do\1 n the handJ..: The word' ACTI V A TED' appears after the handle is pulled down. The pull station Ic'llldllh III thL' ,Il'tl\,aed posltiollunlil reset. : I I" I'L"L'llhe BC-12S ,llld Be-12 he.\ lod pull stations. work the supplied 9/64-inch hex wrench into the lock 1.111111 Jil"llll~ ,ealed anu turn eounterclocb\ise 1/4-turn. I, \ I'L"L'I thL' B(;-12 L ,lnt! B(;-12 LSP key lock stZltions. insert the key and turn counterclockwise 1i4-turn. ~ I (ipL'll thL' t!oor lIntll the handle returns to the 'NORMAL' position. 'I ( j'''L' ,Int! I(,d Ihe d"tlr ('lu'ln~ the door automatically resets the switch to the 'NORMAL' position. '--"I, {)I','I//II-': Ji!, 1'/1// '!lIltli/} dllll/' II iI/ /}III (/('//I'ule Ii/' deLlclII'Llle Ihe u/lI/'m .\''v\'ilch. 9/64~lnch hex wrench must be fUlly seated to work properly \\ \R\I'\C l'I'l.illthL' pllll ,1,llltllllll ~IL'l'OI\lance \\Ith the supplied instructions. applicable NFPA standards. national and local Fire and ElectrIcal ,\Ilk, ,lilt! Ihe rL'LjUlrL'll1ellh (11 the ,'\utll\1nty HaVing Jurisdiction (AHJ). Conduct regular testing of the de\ices uSing the approprIate '-II' \ ,I,lllll;'1"(I, !',tdlll'L' [\l li,ll(lIl thc"e dlreL,tions may result in failure or tht::' de\'ict::' to repon an alarm condition. Fil'e .lite IS not le"I'I'1hlhk lur tin IL'L', Ihilt h,1\ L' heL'n Illlpl'lJPLTI\ installed. tested or mallltained. 1,'1' \1) \ ,-Ul1lplldllcc', 11'lhL' L'k<lI'lluor ~pal'L' only all(1\\s forward appn)Zlch to an object. the lllaxllllumlixV\ard reach height allowed is ,t'o,-lllchc" I I ~ I I)~L'll1) II thL' L'le,II'llool' "pace ,tllll\\S parallel approach by a person In a v.ht::'elchair. tht::' Illinilllulll side reach height ZllIowed I' ~ -1- III L' h L" I I ; - lile I 11 I Document 50964 RevIsion B ECN 98-461 08/04/99 ",......-~_~,~~O~^~~~;,~ -- ,-"'-'~'r---' ',_ ,,'~i ,:';~"'l1'';~ '''1 1 , 'j i i <o,t BREMERTON PERMIT CENTER ~ 4th ~tTHti'fJYMfMfftb", WA 98337 Phone: (360) 478-5275 FAX: (360) 478,-5278 BUILDING PERMIT Job Addr: 9300 SW BARNEY WHITE RD Location: OLYMPIC VIEW TRANSFER STATION-WASTE MANAGEMENT Parcel No: 1123012-002-1001 Permit No: 01-0693 Status: ISSUED Applied: 12/17/2001 Issued: 02/27/2002 Expires: 08/26/2002 Applicant: VIKING AUTO SPRINKLER CO. 206-622-4656 3434 1ST AVE 5 SEATTLE WA 98134 Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RO PORT ORCHARO WA 98367 I I I Contractor: VIKING AUTO SPRINKLER co. 206-622-465Lic I: VIKINA5373NT Exp: 12-01-2003 3434 15T AVE 5 SEATTLE WA 98134 Su.bcontr: Dese: INSTALL FIRE SPRINKLER SYSTEM IN TRANSFER STATION SLOG ************************************************************~******************************** valuation * Permit Fees: 747.75 Total Calculated Fee: 1,320.79 71,800.00 * Plan Check Fees: 518.54 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 1,320.79 ********************************************************************************************~ This p~rmit $'"""11 become 11l.l11 ;IU1tj void :if the buHdil'\!il 0\' work authorized by this p1i'lrmi t is mt commenced within 180 dayS '/"rom the date of such pe1'mit, or if 1:,his building 01' woyk a,uthorized by $luch pe'(mit is sU$p~l"Ided 01" aba\'ldon$>d at amy tillWlt afte1' the l>Joyk is COtl.'OOnc~d foy a period of 180 days. l\\Once: ,- It iethe responsibilit.}' of the peymit holder, rot the City of Byemlwton or Building Official to see to it that requiY/!'Id iMP&cUol"l$ an.e made. The p&ymH holdey tfust mtify tt1e Buildir\9 Officia.l wh$>n yeady fOt- ill$p&ctiol1s. FaihlY& of the p&ymi.t holdey to notify the Building Official of requin;;'d insp~Hon$ ffiIlIY result in the stc.ppss.."'e of the l>oJOl"k until slJch 'dme that the pel"mit holder can $Ub$tantiate te) the buildi\19 official that the conceal'eel wol"k Mfltts 0'( exceeds cocI41: requinffllEmts, Any demolition, t.*,ting, or fi,l1ancial burd<<'h shall be bonne directly by the p&ymit holdeY~ Failuy& to substantiate code requi1'efl~nt$ will i~nnif>' the City against. any and all y'espo\1$ibility or liabilit.}l connected with the construction. 1 heyeb:t c&ytify that I have n:~ad and examined this j:H?ymit and know the "'""\tOO tel be hull' and con'ecL' An Pl"ovisiOn$ of la~J$ and ordinances 9Civeming this type of work will be cOfl'lplied with ~Jhet.hey wecified heyein 01' not. The snmtir\9 of a PiS'rmit cloa'.$ not p\"esume to giw autho'dty to violate or cancel the pyovisiol"l$ of any othey stJte OY ~l yegulatirs construction 01' the pe1'fol"mance of constyuction. , -~~".,.p. ___L_/' S:igm.ture=_ _ ~::"~.../~ ,_ r)ate:...e.t"""..c"7'/O~ .___._.._ 1 ce'r''!::ify tf1a: I am e~fY~ t~e re~in~r~nb!>'Of the. state co\1t.ract~':'~ :r'e9:ist1'iZl.tiCill law, urv:kn Section 3, Chapter 126, laws of 1967. S:igm.ture:_ Da.te: __,_~_,___ ***~*********************** f,. ,\ Permit Center--Approved By:--1~______ v oate:d" 2J~_()~- '-" I , I I I I, I I I I i ~::.:->..........;' ~'-'~~: ~'--,->F -' ---:.:' I I I I J , ,.' ..' li)' j . . ." . . . . ".0 . , . 'f.1it';j'fjl!~j\~Wf~~ 'i~m;~il1:\\ll"(~~if:--' ~_.~----.. '--"-;---"-'" ~'--"--~'-"-~~--"~'^l~1 :' ~~~~~';/I>'~":.'v""~1<d~'!', '\ _ {".rt~~lr?'~4'.\>;!~':*ilt \;,1"W$? ' ;===;==~=========~====================================================~======= 1 '.... ,,- . ,- BREMERTON PERt1IT CENTER II PERMIT CONDITIONS I Permit No: 01-0693 Page: 1 1 ==~==============~===:=======~=======~==~======~~===~~==========~~=======~==~= 1 I;'''' ,. Job Address: 9300 SW BARNEY WHITE RD Applied: 12/t7/200:J;~ Assr Acct No: 1123012-002-1001 Approved: 02/27/2002', Location: OLYMPIC VIEW TRANSFER STATION-WASTE MANAGEMENT Is~ued: 02/27/2002 Applicant: VIKING AUTO SPRINKLER CO. Owner: WASTt MANAGEMENT INC Contractor: VIKING AUTO SPRINKLER CO. Descl- iption: INSTALL FIRE SPRINKLER SYSTEM IN TRANSFER STATION SLOG ~, .:;. " Conditions: 1. A)Fire sprinkler system shall- meet NFPA 13 requirements. B)Chain and padlock required on main valves. C)Flow and tamper switches required. D)Provide fixed pressure loss device cut-sheet for confirmation of FL-4.0psi in your hydraulic cales. C R 0 S S CON NEe T ION CON T R 0 L A)Existing double checkvalve assembly must be certified e after flush test. , . ",P' ;:~.#g)8Y7PCI'SS meter on double detector chec k val ve aS~3embl y must bean Invensys 3/4 x 5/8 X 100 in cubic feet \.Jith 90lMMU f@dlo tf~n~mlt.r, City ~t~ff will ~ro.r.m tl-ansmiter. NOTE: ALL APPROVED BACK FLOW ASSEMBL!ES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED ASSEMBLY LIST AND MUST BE TESTED AT THE TIME OF INSTALL- ATION. WHENEVER MOVED OR SERVICED. AND ANNUALLY. TESTS MUST BE PERFORMED BY A CERTIFIED WASHINGTON STATE 8ACKFLOW ASSEMBLY TESTER. TEST REPORTS MUST BE SENT TO BREMERTON PUBLIC WORKS AND UTILITIES, ATTN: CROSS CONNECTION CONTROL, 100 OYSTER BAY AVENUE, BREMERTON, WA 98312. Permit Holde Signature ~ V; ~ ~_N_ Date~~_L_"".___. f ~' ,"r'" ,!",' ~ - l i I 'I' ..... ... -~. .- >,~-,' ,w _., "'!"" ,..~~ ~. ~. ,'!' ~~."1'~ ~ _-_'f__:_.~',~_,,,,_ ~! BREMERTON PERMIT CENTER 286 4th Street.~ Bremert.on~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 " ;.' . , :r ':' " ) ~ Building Permit No: Status: MANAGEMENT Issued: Expires: 01-0693 ISSUED 02/27/200~~, . 08/26/2002 Job Address: 9300 SW BARNEY WHITE RD . Location: OLYMPIC VIEW TRANSFER STATION-WASTE Aser Acct No: 1123012-002-1001 REelUIRED INS P E C T ION S Item: 02150 CROSS CONNECTION CONTROL Item: 02000 FIRE SPRINKLERS/SUPPRESSION Dept: CROSSCC Dept: FIRE Division: D i. '.,/ i. s ion: ********************************************************************************* TESTING: Must be recognized by the Washington Association of Building Officials SPECINSP: Must be registered with the State of WA . . . ST OF WA: State of WA Dept. of Labor and Industries 478-4921 HEALTH: 8remerton/Kitsap Health District 478-5235 ':~~\ ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON !"IUST BE SCHEDULED THROUGH TH;E PERMIT CENTER, (360) 478-5275. 1 *************~**************************************************~***~**********:** Permit HOle").,, ~. ~~., ~ . S i 9 na tu r e : ~ -:i!!:: __________._ Da te : _ .thz NN______.._ r< ;7 -- ~ - .~ ,'--.....-.'-'-- ~ ...... ." 1----------- r I I ~fl'$~m~~,r "~:"I~!~~W~w~'W .....**..~............*.***........*.......**.,*.....*..**.*.... RECEIPT )\( lit **..*)1\ it.. * ***)I(**:II)!<::* ... *Jll:ljl: lK* * lIt:. *'Ut~ it( lI:.;~()~;,)iI,$.* *'. 'if. *** :l\(C~~'Ill;4:lIL*lIt. ... JIl\j( R~:'CEIPT Number: 020'Q0171r~~lqunt:; . ;,' aO:~w25 o2h7/02 0'1:02 j:'ilyment He1:flOd= CK NotaHo.n: transfei" st~tion Init:; RD ----~-------__________w______________~_________~___~__~.____~____ 01-0"3 Type: FIRESPR FIRE SPRINKLER PERMI 1123012~002-1001 9300 SW BARMEY WHITE RD OL YHI)!C VIEW TRANSfER STATHHij-WASn: MANAGEMENT Total fees~ 1.320.79 .802.25 Total ALL Pmts= 1.320.79 Balance: .00 .*.............*.*.~.........~......I.*...***..I**....._......** Account Code Desc:f'iptiof) Amount 16..322.1001 (2211) BUILOING PERMIT fEES 797.iS 643-237.13 (0236) STATE OF WA SURCHARGE 4.50 Plli!'rmit NQ: Parcel N(;t: Site Addres:ti: Location: Thi$ payment ~___W_____~I______~_____~_~~________________~________~-------~-~- I I I I I I I , I I i I ,,' , " ,~' i I I I "." I f-"-' I I " I I I ."-~ !;.~ I I I I I I i I ~ I ! I I I I I i.. ........... ,_,' ""_:.-'-'-',- - .' '-. -' - '-- ... '--, I I ! I I I I I I I t i i I I I I I I I i 1 I I I I I I I I 'I , I I I I I I i '" ~, "" j I~ )) ~ f' ~~ "l__",. '~ SUBMITTAL REVIEW OLYMPIC VIEW TRANSFER STATION IlE COMMENTS: 1.) Fire sprinkler air compressor voltage shall be 480V, 3 phase. Air compressor shall include a 3 phase motor starter, Emglo part # MGSA-3. All air compressor control wiring shall be provided complete, so the electrical contractor will have a single point of connection. Provide a copy of this submittal to Bird Electric for coordination. Note to Bird Electric: Provide a branch circuit for this air compressor from a spare 20A 3-pole circuit breaker (1,3,5) in panel HA. Circuit 2 in panel LA (originally planned to feed the air compressor) will become spare. SUBMITTAL NUMBER: 29 DATE OF REVIEW: 11/29/01 SPECIFICATION SECTION: 15300 Reference Documents Harris Group Specification Section 15300 REVIEWED BY : _Scott D. Bergstrom P .E. 'D'g~gUlWgl t DEe 1 7 ZOO1 l.:;J BREMERTON BUlUJlNG OEPARTMB~'\l' '1'1~o RECE\\I \)Ee ~ ~ 1\)t\\ ~I..,..of if'( Cil:.f" ' a<< \<1"sp.p~~~~ ~ iii. 10/29/01 Harris Group Inc. ~ << III Harris Group Inc. 1000 Denny Avenue, Suite 800 Seattle, WA 98109-98124 Voice (206) 494-9400 Fax (206) 494-9500 SUBMITTAL #29 HGI Project #10821 Review By: Dan Frahm Harris Group, Inc. Date: 10/30/01 Ref: Olympic View Transfer Station Submittal No. 029 - Fire Sprinkler System SUBMITTAL REVIEW COMMENTS: Item Fire Sprinkler System Comments Conforms to design concept END OF COMMENTS File: 10.0917 10821 MSubrev 29.doc ", " r o (Q;~~~(g~l " '1 fl nr=c 1 7 2001 2) 8REMERTON BUILDING DEPARTMENT Fvu S HYDRAUUC CALCUlATIONS OLyt-1 Pic, 'J HEw l1ZAt-J"7r~l2. "'5i7'-TtON ~~oo ?,wJ B 10 tH.FI lrNG JOB #: W~I01""-' DESIGN DATA FILE #: OCCUPANCY CLASSIFICATION: ~l&oINA-a.y t+,AV'~" ~ltaur' ,,~, DENSITY: ~,I? G.P.M./SQ. FT. AREA OF APPUCATION: ~ 9 5 0 SQ. FT. IN-RACK DEMAND: rJ /A G.P.M. COVERAGE PER SPRINKLER: "~1 !.~ SQ. FT. HOSE STREAMS: 'Z. So G.P.M. SPECIAL SPRINKLERS: ~ OtJ ~ # OF SPRINKLERS CALCULATED: I Co TOTAL WATER REQUIRED: - AT BASE OF RISER AUTHORI1Y HAVING JURISDICTION: ~ I "r'S^r ~T'( Cd 00 G.P.M. - INCLUDING HOSE STREAMS FIRE PROTEcnON l 'f ::~~""'.c;:#:"~:;'::;::'0 ;'t-~u,.-:;.-;-_","~,.",..,""'ll' ' - '-~'- .' t\1\ ll\l~" 1'.~~t t,,!,~y ,).~\}, ~f.~: t.\: !r&, r~ \~J ~t j" t1 1.1 1~ f-'. i4 ~t }~ "5\', ~, n '{.'; {.:l }}'~- }/ .' 7,,',' ;..:: :-0/ """ ,.",; /"') ~~'~ .,~~~jl~l;U~j;J~~~T%;x~^~..~;t;.~~~J.} . - .-, ~..'" ~'< r~.~~~t'.,.;'\.~.::';l..~ ~ \~, 1~: if#r 1.i \'1 1,J..,. t' , \., ;,,1 ~( \J CALCULATIONS PREPARED BY: tv1Al'ItlL \t, LA-II'oJE VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRSf AVENUE SOurn: SEATIl.E. WA 98134-1894 TELEPHONE: (206) 622-4656 * FAX: (206) 622-9319 WASHINGTON FIRE SPRINKLER OONTRACIOR'S UCENSE #VIKINAS373NT-1lI ALASKA MECHANICAL OONTRACIOR'S UCENSE #1918 OONTRACIOR'S SINCE 1930 -~~~~-::.~ "7-;~ ....--=-~-;;;;{ .,..,--,";2 , ~ ~'E\9~'t.~o iJ1. ~\~, ..,!ti~.~ d.,~ \ " ~ " I \ Re~iC1:fed \)~ 1:.1 t?!\~ ~ ~jl~~lil I ~ Compliance 1l!iI.I> t\llll ~.~ l!il1iJ. :VIlIs Ic~ie~! do~ ~ll\';allii\j€r\!!ilD ~illlill lesp~~s\llilll\1 ~ ~ ~ ~i\l \Jll~ 'l\'J 1 i\lIe le(julle!i\lS~ ~- ~ ~ ' bton\!adlli \$ ~_ \lllIl ~ ~~, let\ ia\)~ ~ ~ lJi 'Cli!.\l '(j~ I!J ~\ltf~ Ol>lfORl~ ... ~ r r.gl>l cOl>lCh"i q - I o CONFOR~' RE\l\S\ONS 1\$ ~o"E.O o llOll.cOH'0?W\~1>lCt .Rt\l~~tlI\i ::.:-c= ...~...,"":c:~~~,,,,",,, "" """ ,,~ ,,,, "'''''' ,'" ,,,,,,,,,..,,"" ".' ;.. ",11 "oR " "",,\O~l"" COllet?' Olll'l ~l\\l \lOES 1101 REUt~t 1~t f~B V,\ , "" o~ 'N\\\C~ ~~~t ,",,'".''''''' """ ""..,,, .u "",,,<,1'I)iI" ' ?R\OR\T1 O~I'~ 1~S SilO? IlAA'l'l\\\(j, ~D~1E------ ROUP \NC, ~' QCl 2, 6 200\ .'",,,,";'>~>-- ,"" -/ -- ,f't\ ~. i ~ ~ Oft ~,,(~~/ .#-,. '.,. t)" ". -.,", 'll ~~ ,,#' \~J ~ ), ~J t~' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 10/19/2001 OVTS.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PS I) ( GPM) (PSI) (GPM) (PSI) 1 70.0 48.0 1061.0 62.3 599.9 48.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 599.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 349.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 32.0 SOURCE 48.4 349.9 2 32.0 48.3 - - - 3 16.0 - - - - 55.1 - - - 4 -3.0 - - - - 63.0 - - - 5 -3.0 - - - - 62.8 - - - 6 -3.0 - - - - 58.8 - - - 7 1.0 - - - - 56.4 - - - 8 20.2 - - - - 27.4 - - - 9 23.5 K= 5.50 17.9 23.2 10 24.3 K= 5.50 13.3 20.0 11 25.1 K= 5.50 11. 8 18.9 12 22.7 K= 5.50 17.8 23.2 13 21. 9 K= 5.50 13.7 20.4 14 21.1 K= 5.50 12.8 19.7 15 23.5 K= 5.50 17.9 23.3 16 24.3 K= 5.50 13.3 20.0 17 25.1 K= 5.50 11. 8 18.9 18 22.7 K= 5.50 17.8 23.2 19 21. 9 K= 5.50 13.7 20.4 20 21.1 K= 5.50 12.9 19.7 21 23.5 K= 5.50 21.0 25.2 22 24.3 K= 5.50 19.0 24.0 23 22.7 K= 5.50 21.2 25.3 24 21. 9 K= 5.50 19.7 24.4 35 20.2 - - - - 27.8 - - - 36 20.2 - - - - 27.5 - - - 8T 24.1 - - - - 20.5 - - - 35T 24.1 22.6 - - - 36T 24.1 - - - - 20.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 10/19/2001 OVTS.SDF JOB TITLE: PIPE DATA PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PS I) (GPM) F.L./FT (PSI) Pipe: 1 349.9 10.140 PL 160.00 PF 0.1 1 32.0 SRCE 48.4 (N/A) 1.4 140 FTG TLG PE 0.0 2 32.0 0.0 48.3 0.0 0.000 TL 254.43 PV 0.0 Pipe: 2 349.9 12.460 PL1200.00 PF 0.2 2 32.0 0.0 48.3 0.0 0.9 140 FTG T4LG PE 6.9 3 16.0 0.0 55.1 0.0 0.000 TL1423.00 PV 0.0 Pipe: 3 349.9 8.390 PL 300.00 PF 0.3 3 16.0 0.0 55.1 0.0 2.0 140 FTG 3LG PE 8.2 4 -3.0 0.0 63.0 0.0 0.001 TL 373.00 PV 0.0 Pipe: 4 349.9 6.280 PL 30.00 PF 0.2 4 -3.0 0.0 63.0 0.0 3.6 140 FTG 2LG PE 0.0 5 -3.0 0.0 62.8 0.0 0.003 TL 67.00 PV 0.1 Pipe: 5 FIXED PRESSURE LOSS DEVICE 5 -3.0 0.0 62.8 0.0 4.0 psi, 349.9 gpm 6 -3.0 0.0 58.8 0.0 Pipe: 6 349.9 6.280 PL 190.00 PF 0.7 6 -3.0 0.0 58.8 0.0 3.6 140 FTG 2L PE -1. 7 7 1.0 0.0 56.4 0.0 0.003 TL 222.00 PV 0.1 Pipe: 7 349.9 4.026 PL 431. 00 PF 20.3 7 1.0 0.0 56.4 0.0 8.8 120 FTG 116.00 PE -8.3 35 20.2 0.0 27.8 0.0 0.037 TL 547.00 PV 0.5 Pipe: 8 251.0 4.026 PL 13.10 PF 0.3 35 20.2 0.0 27.8 0.0 6.3 120 FTG PE 0.0 36 20.2 0.0 27.5 0.0 0.020 TL 13.10 PV 0.3 Pipe: 9 125.5 4.026 PL 13.30 PF 0.1 36 20.2 0.0 27.5 0.0 3.2 120 FTG PE 0.0 8 20.2 0.0 27.4 0.0 0.006 TL 13.30 PV 0.1 Pipe: 10 98.9 1. 610 PL 3.00 PF 3.4 35 20.2 0.0 27.8 0.0 15.6 120 FTG T PE -1. 7 35T 24.1 0.0 22.6 0.0 0.311 TL 11. 00 PV 1.6 Pipe: 11 125.5 1.610 PL 3.00 PF 5.3 36 20.2 0.0 27.5 0.0 19.8 120 FTG T PE -1. 7 36T 24.1 0.0 20.5 0.0 0.483 TL 11. 00 PV 2.6 Pipe: 12 125.5 1. 610 PL 2.90 PF 5.3 8 20.2 0.0 27.4 0.0 19.8 120 FTG T PE -1. 7 8T 24.1 0.0 20.5 0.0 0.483 TL 10.90 PV 2.6 Pipe: 13 62.2 1. 380 PL 4.30 PF 2.9 8T 24.1 0.0 20.5 0.0 13.3 120 FTG T PE 0.3 9 23.5 5.5 17.9 23.2 0.279 TL 10.30 PV 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 10/19/2001 OVTS.SDF JOB TITLE: PIPE DATA (cant.) PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F .L. /FT (PSI) Pipe: 14 38.9 1.049 PL 9.50 PF 4.2 9 23.5 5.5 17.9 23.2 14.5 120 FTG PE -0.3 10 24.3 5.5 13.3 20.0 0.446 TL 9.50 PV 1.4 Pipe: 15 18.9 1.049 PL 9.50 PF 1.1 10 24.3 5.5 13.3 20.0 7.0 120 FTG PE -0.3 11 25.1 5.5 11. 8 18.9 0.117 TL 9.50 PV 0.3 Pipe: 16 63.3 1. 380 PL 5.30 PF 3.3 8T 24.1 0.0 20.5 0.0 13.6 120 FTG T PE 0.6 12 22.7 5.5 17.8 23.2 0.288 TL 11. 30 PV 1.2 Pipe: 17 40.1 1. 049 PL 9.50 PF 4.5 12 22.7 5.5 17.8 23.2 14.9 120 FTG PE 0.3 13 21. 9 5.5 13.7 20.4 0.470 TL 9.50 PV 1.5 Pipe: 18 19.7 1. 049 PL 9.50 PF 1.2 13 21. 9 5.5 13.7 20.4 7.3 120 FTG PE 0.3 14 21.1 5.5 12.8 19.7 0.127 TL 9.50 PV 0.4 Pipe: 19 62.2 1. 380 PL 4.30 PF 2.9 36T 24.1 0.0 20.5 0.0 13.3 120 FTG T PE 0.3 15 23.5 5.5 17.9 23.3 0.279 TL 10.30 PV 1.2 Pipe: 20 39.0 1.049 PL 9.50 PF 4.2 15 23.5 5.5 17.9 23.3 14.5 120 FTG PE -0.3 16 24.3 5.5 13.3 20.0 0.447 TL 9.50 PV 1.4 Pipe: 21 18.9 1.049 PL 9.50 PF 1.1 16 24.3 5.5 13.3 20.0 7.0 120 FTG PE -0.3 17 25.1 5.5 11. 8 18.9 0.117 TL 9.50 PV 0.3 Pipe: 22 63.3 1.380 PL 5.30 PF 3.3 36T 24.1 0.0 20.5 0.0 13.6 120 FTG T PE 0.6 18 22.7 5.5 17.8 23.2 0.288 TL 11. 30 PV 1.2 Pipe: 23 40.1 1.049 PL 9.50 PF 4.5 18 22.7 5.5 17.8 23.2 14.9 120 FTG PE 0.3 19 21.9 5.5 13.7 20.4 0.471 TL 9.50 PV 1.5 Pipe: 24 19.7 1. 049 PL 9.50 PF 1.2 19 21. 9 5.5 13.7 20.4 7.3 120 FTG PE 0.3 20 21.1 5.5 12.9 19.7 0.127 TL 9.50 PV 0.4 Pipe: 25 49.2 1.380 PL 4.30 PF 1.9 35T 24.1 0.0 22.6 0.0 10.6 120 FTG T PE 0.3 21 23.5 5.5 21. 0 25.2 0.181 TL 10.30 PV 0.7 Pipe: 26 24.0 1. 049 PL 9.50 PF 1.7 21 23.5 5.5 21.0 25.2 8.9 120 FTG PE -0.3 22 24.3 5.5 19.0 24.0 0.182 TL 9.50 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 10/19/2001 OVTS.SDF JOB TITLE: PIPE DATA (cont. ) PIPE TAG Q(GPM} DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F .L. /FT (PSI) Pipe: 27 49.7 1. 380 PL 5.30 PF 2.1 35T 24.1 0.0 22.6 0.0 10.7 120 FTG T PE 0.6 23 22.7 5.5 21. 2 25.3 0.185 TL 11.30 PV 0.8 Pipe: 28 24.4 1.049 PL 9.50 PF 1.8 23 22.7 5.5 21.2 25.3 9.1 120 FTG PE 0.3 24 21. 9 5.5 19.7 24.4 0.188 TL 9.50 PV 0.6 NOTES: (I) Calculations were performed by the HASS 6.6.0 computer program under license no. 3 C7133B granted by HRS Systems! Inc. 4792 LaVista Road Tucker! GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.050 gpm. (3) Velocity pressures are printed for information only! and are not used in balancing the system. Maximum water velocity is 19.8 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: A Diameter (in) MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B GAD Ell Tee LngEIl ChkVlv BfyVlv GatVlv AlmChk DPVlv N NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1. 00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1. 00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1. 00 10.00 10.00 8.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 20.00 10.140 22.00 50.00 16.00 55.00 19.00 5.00 40.00 29.00 50.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 OVTS.SDF Date: 10/19/2001 JOB TITLE: PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G N Ell Tee LngEII ChkVlv BfyVlv GatVlv NPTee 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 8.390 31.00 60.00 22.00 78.00 21.00 7.00 60.00 12.460 44.00 97.00 29.00 105.00 34.00 10.00 97.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 OVTS.SDF Date: 10/19/2001 JOB TITLE: WATER SUPPLY CURVE 72+ *\ \ \ 66+ \\ \ o \\ 60+ \ \ \\ \ 54+ \ \\ \ \ P 48+ X * <-48.0 psi @ 1061 gpm R Flow Test Point E S S 42+ U R E 36+ ( P S I 30+ ) 24+ 18+ ------------------------------ ------------------------------ 12+ LEGEND II II X == Required Water Supply II 48.37 psi @ 599.9 gpm II 6+ II 0 == Available Water Supply II 62.34 psi @ 599.9 gpm II II 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) I~ '10-18-2001 16:07 ~') """"'-I.":''' ,) .---/ From-W & H PACIFIC T-673 P.QOl/005 F-651 Hydrant Location: Color Code . ':~~jff~fJ{J. Hydrant Fire Flow Test Test Date: 12/08/98 9300 SW Barney White Rd. Static Pressure Residual Pressure Pitot Pressure Required Residual = 20# or 1/2 static hf = Pressure Drop During Test hr:: Pressure Drop to Required Residual Of = Flow During Test 0= Qf x hr 0.54 ;:; Available Flow hf 0.54 70 48 40 20 22 50 1061 ~ 1653 -tt Flow (Pitot) Hydrant Location: Constance Dr. Static Pressure Residual Pressure Pitot Pressure Required Residual:: 20# or 1/2 static hf = Pressure Drop During Test hr = Pressure Drop to Required Residual af = Flow During Test Q:: af x hr 0.54 :: Available Flow hf 0.54 70 48 46 20 22 50 1138 1773 Flow (Pi tot) Hydrant Location: ;K A t...l.oRPIN G A f>{)1"'j P/ tV & Pftov/,oG: 7?> C-, 1'""'( 0 F BIZ. EN ER /l) I\J p~ R.5> t>JJ/J ~ L <::. TA nON L-A,.j BE At.. J(\j A Tfi;.tJ ro UP TV y'llO~ (;.r?r1. FI"<.t:.. I=Lo'^-.J -:f"RA r-. HYDRAUliC CALCUlATIONS FOR: 6\..'(MPtc.. '",€W T~~ ~Tto.J <3~QO ~.W. e~Ney W~\~ ~.A.O Pat-r O~r.> WA '~'?>~1 DATE: 10 /1.4\. /0\ VIKING JOB #: W G I O~ FILE #: DESIGN DATA OCCUPANCY CLASSIFICATION: I.. \6~1'" H-A"lAf2.O (&A~ FA!.\l,..\T"() DENSITY: ~ G.P.M./SQ. FT. AREA OF APPUCATION;{es ~S ) SQ. FT. IN-RACK DEMAND: N/A G.P.M. COVERAGE PER SPRINKLER: V~tE~ SQ. FT. HOSE STREAMS: \00 G.P.M. SPECIAL SPRINKLERS: NON!. # OF SPRINKLERS CALCULATED: S TOTAL WATER REQUIRED: I ~ G.P.M. - INCLUDING HOSE STREAMS - AT BASE OF RISER AUTHORITY HAVING JURISDICTION: \L 1'fS!of' COUflJT'( CALCULATIONS PREPARED BY: --1-4~ '\J. LAl....t. VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATI1.E. WA 98134-1894 TELEPHONE: (206) 622-4656 * FAX: (206) 622-9319 WASHINGTON FIRE SPRINKLER CDNTRAcroR'S UCENSE #VIKINAS373NT-1II ALASKA MECHANICAL CDNTRAcroR'S UCENSE #1918 FIRE PROTECllON f{INcr CDNTRAcroR'S SINCE 1930 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 10/19/2001 OVTS2.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 70.0 48.0 1061.0 69.1 184.1 38.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 184.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 84.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 32.0 SOURCE 38.0 84.1 2 32.0 38.0 - - - 3 16.0 - - - - 45.0 - - - 4 -3.0 53.2 - - - 5 -3.0 - - - - 53.2 - - - 6 -3.0 - - - - 49.2 - - - 7 1.0 - - - - 47.4 - - - 34 32.7 - - - - 32.7 - - - 23 10.0 20.5 - - - 24 10.0 13.3 - - - 25 10.0 - - - - 11. 7 - - - 26 10.0 - - - - 11.1 - - - 27 10.0 - - - - 8.4 - - - 28 10.0 - - - - 7.7 - - - 29 9.5 K= 5.50 11. 9 19.0 30 9.5 K= 5.50 10.7 18.0 31 9.5 K= 5.50 9.9 17.3 32 9.5 K= 5.50 7.6 15.2 33 9.5 K= 5.50 7.0 14.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 10/19/2001 OVTS2.SDF JOB TITLE: PIPE DATA PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F . L . / FT (PSI) Pipe: 1 84.1 10.140 PL 160.00 PF 0.0 1 32.0 SRCE 38.0 (N/A) 0.3 140 FTG PE 0.0 2 32.0 0.0 38.0 0.0 0.000 TL 160.00 PV 0.0 Pipe: 2 84.1 12.460 PL1200.00 PF 0.0 2 32.0 0.0 38.0 0.0 0.2 140 FTG T4LG PE 6.9 3 16.0 0.0 45.0 0.0 0.000 TL1423.00 PV 0.0 Pipe: 3 84.1 8.390 PL 300.00 PF 0.0 3 16.0 0.0 45.0 0.0 0.5 140 FTG 3LG PE 8.2 4 -3.0 0.0 53.2 0.0 0.000 TL 373.00 PV 0.0 Pipe: 4 84.1 6.280 PL 30.00 PF 0.0 4 -3.0 0.0 53.2 0.0 0.9 140 FTG 2LG PE 0.0 5 -3.0 0.0 53.2 0.0 0.000 TL 67.00 PV 0.0 Pipe: 5 FIXED PRESSURE LOSS DEVICE 5 -3.0 0.0 53.2 0.0 4.0 psi, 84.1 gpm 6 -3.0 0.0 49.2 0.0 Pipe: 6 84.1 6.280 PL 190.00 PF 0.1 6 -3.0 0.0 49.2 0.0 0.9 140 FTG 2L PE -1. 7 7 1.0 0.0 47.4 0.0 0.000 TL 222.00 PV 0.0 Pipe: 7 84.1 4.026 PL 248.00 PF 0.9 7 1.0 0.0 47.4 0.0 2.1 120 FTG 89.00 PE -13.7 34 32.7 0.0 32.7 0.0. 0.003 TL 337.00 PV 0.0 Pipe: 8 84.1 1.610 PL 72.00 PF 22.1 34 32.7 0.0 32.7 0.0 13.3 120 FTG 2E2T PE 9.8 23 10.0 0.0 20.5 0.0 0.230 TL 96.00 PV 1.2 Pipe: 9 84.1 1.610 PL 23.00 PF 7.1 23 10.0 0.0 20.5 0.0 13.3 120 FTG T PE 0.0 24 10.0 0.0 13.3 0.0 0.230 TL 31.00 PV 1.2 Pipe: 10 65.1 1.610 PL 11. 00 PF 1.6 24 10.0 0.0 13.3 0.0 10.3 120 FTG PE 0.0 25 10.0 0.0 11. 7 0.0 0.143 TL 11.00 PV 0.7 Pipe: 11 47.1 1.380 PL 4.00 PF 0.7 25 10.0 0.0 11. 7 0.0 10.1 120 FTG PE 0.0 26 10.0 0.0 11.1 0.0 0.167 TL 4.00 PV 0.7 Pipe: 12 29.8 1. 049 PL 10.00 PF 2.7 26 10.0 0.0 11.1 0.0 11.1 120 FTG PE 0.0 27 10.0 0.0 8.4 0.0 0.272 TL 10.00 PV 0.8 Pipe: 13 14.6 1. 049 PL 9.00 PF 0.7 27 10.0 0.0 8.4 0.0 5.4 120 FTG PE 0.0 28 10.0 0.0 7.7 0.0 0.073 TL 9.00 PV 0.2 r. Date: 10/19/2001 JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) 28 33 Pipe: 14 10.0 9.5 27 32 Pipe: 15 10.0 9.5 26 31 Pipe: 16 10.0 9.5 25 30 Pipe: 17 10.0 9.5 24 29 Pipe: 18 10.0 9.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS 0.0 5.5 0.0 5.5 0.0 5.5 0.0 5.5 0.0 5.5 Q{GPM) DIA{IN) LENGTH PT DISC. VEL (FPS) HW(C) (FT) (PSI) (GPM) F.L./FT 7.7 7.0 0.0 14.6 14.6 5.4 15.2 5.6 17.3 6.4 18.0 6.7 19.0 7.1 1. 049 PL 120 FTG 0.073 TL 1.049 PL 120 FTG 0.078 TL 1.049 PL 120 FTG 0.100 TL 1. 049 PL 120 FTG 0.107 TL 1. 049 PL 120 FTG 0.118 TL 3.00 2ET 12.00 3.00 2ET 12.00 4.50 2ET 13.50 3.00 2ET 12.00 4.50 2ET 13.50 Page 3 OVTS2.SDF PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PRESS. SUM. (PSI) 0.9 0.2 0.2 0.9 0.2 0.2 1.3 0.2 0.3 1.3 0.2 0.3 1.6 0.2 0.3 NOTES: (1) Calculations were performed by the HASS 6.6.0 computer program under license no. 3 C7133B granted by HRS Systems, Inc. 4792 LaVista Road Tuckerl GA 30084 8.4 7.6 0.0 15.2 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.078 gpm. 11.1 9.9 0.0 17.3 (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 13.3 ft/sec at pipe 9. l 11. 7 10.7 0.0 18.0 13.3 11. 9 0.0 19.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 OVTS2.SDF Date: 10/19/2001 JOB TITLE: (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: A Diameter ( in) MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B GAD Ell Tee LngEII ChkVlv BfyVlv GatVlv AlmChk DPVlv N NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1. 00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1. 00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1. 00 10.00 10.00 8.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 20.00 10.140 22.00 50.00 16.00 55.00 19.00 5.00 40.00 29.00 50.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G N Ell Tee LngEII ChkVlv BfyVlv GatVlv NPTee 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 8.390 31.00 60.00 22.00 78.00 21.00 7.00 60.00 12.460 44.00 97.00 29.00 105.00 34.00 10.00 97.00 r . , . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 OVTS2.SDF Date: 10/19/2001 JOB TITLE: WATER SUPPLY CURVE 72+ *\ 0\ \ 66+ \\ \ \ \\ 60+ \ \ \\ \ 54+ \ \\ \ \ P 48+ * <-48.0 psi @ 1061 gprn R Flow Test Point E S S 42+ U R E X 36+ ( P S I 30+ ) 24+ 18+ ------------------------------ ------------------------------ 12+ LEGEND " " X Required Water Supply " 38004 pSl @ 184.1 gprn " 6+ " 0 = Available Water Supply " 69.14 psi @ 184.1 gprn " " 0++-+---+----+-----+------+--------+------__+_________+___________+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) \ DRY VALVE MODEL F-1 '>.JUI~ '15~1994 F V\A FilE Dry Systems 120 a ..'\11 . . 10 PRODUCT N 5. ACCESSORIES: VIKING DRY VALV 1. Model F-1 Dry Valve CONVEN- Model F-l TIONAL TRIM PACKAGE: 4" (100 mm) ManufactLJ!tJ. Part No. 08395 (galvanized steel) 6" (150 mm) Manufactu~ For use when the Model F-l Dry Flange Inlet with Flange 0 Valve is used on systems with fresh Flange Inlet with Groove~U1 t water supplies. .:llo" 2. Model F-l Dry Valve Foam System 20 MANUFACTUREI t!:: Trim Package: Part No. 08396 THE VIKING CORPORA"I~ For use when the Model F-l Dry 210 N. Industrial Park Ro Valve is used on pre-mixed foam sys- Hastings, Michigan 49058 .S.A. 3. ~:~I F-l Dry Valve ACCESSORY Telephone: (616) 94 Package: Part No. 08397 (800) 968- 01 Fax Number: (616) 945-95 Includes required trim components. This package is needed when Viking From outside U.S.A. Trim Packages are not used. Telephone: +1 (616) 945-9501 4. E-l ACCELERATOR AND B-1 ANTI- Fax Number: +1 (616) 945-9599 FLOOD ASSEMBLY PACKAGE: 30 PRODUCT DESCRIPTION Part No. 08116 Includes: Model E-l Accelerator and The Viking Model F-l Dry Pipe Valve is Model F-1 Dry Valve Model B-1 Anti-flood Device. a latching differential valve used to sepa- A roval Chart 5. E-l ACCELERATOR TRIM KIT: rate the water supply from the dry pipe Size Valve UL 1 ULC FM 2 NYC Part No. 08264 (galvanized steel) sprinkler system. The valve combines a~ 4' Model F-l Yes Yes Yes Yes3 Package includes trim components positive latching clapper and air plate 6" Model F-l Yes i Yes Yes ..' and air gauge required to install the assembly. with a differential air to water Viking Model E-l Accelerator and B- seat design. The latching clapper and air 1 UL listed. Guide VPLX, Control No. 958A 1 Anti-flood Device. plate assembly provides a positive me- 2 Consult FM Approval Guide for acceptable 6. E-l ACCELEHA TOR FOAM SYS- chanical seal for the air pressure in the applications TEM TRIM KIT: Part No. 08400 . Th d ff t I d 3 Accepted by City of New York Department of dry pipe system. e i eren ia esign Buildings MEA 89-92.E vol. IV, Package includes trim components allows an air supply of moderate pres- 4 Acceptance by City of New York Department of required when the Viking Model E-l sure to control a higher water supply . BuildinQs is pendinQ. Accelerator and B-1 Anti-flood De- pressure. When the air pressure in the vice are installed on pre-mixed foam dry pipe system is lowered sufficiently to Chart 1 systems. destroy the pressure differential, the Additional accessories are available and II' t t t th Size Inlet Outlet Friction Shipping Part . valve opens a oWing wa er 0 en er e Valve Type Type Loss' Weight ~ may be required for operation or super- dry pipe system. ----:r- e.o Ft. 1301bs. vision. Refer to the system description The valve is also designed to operate.a (100 mm) Flange Flange (2.44 mJ (59 kg) 07628 for complete operating trim require- ;~t:~u;_O~~~I~~c~~d!Or. an electnC-t> (l~'mm) Range Groove (:.~r~) ~~; ~~. 07627 ff~,;e=~~~~~I~~,.~:~~~~;~';'r'''~i-i Th~ Viking ~ccelerator With extemal 6" 48.0 Ft. 1971bs. l, U' .. .~S 'V"" .'. < If';: AntI-flood ~evlce can be used to speed (150 mm) Range Flange (14.6m) (89 kg) 08464 ~~The Vlking",,~~el F-1,',J?ry Pipe Valvel ll~ the .operatlon of the valve on larg~ ~- ~ - - 48.0 Ft. f84/bs. - f &and accessone:; ar~ avatl~bl~ thro.~gh a; .~~ paclty systems or where faster action IS (150 mm) Range Groove (14.6m) (84 kg. ) :>8491 ! ~.network of,r;>om."e, StIC, ca,', n,a.d/an. . a..Qd In- ~ ~ required. ~. , temational Oistributors., See the yellow ~\ ~o L DATA . Expressed in equivale!"Uength of sch!dule..1.QRip.ll, ' . 'Pages oftlielel~phone,directo;Y fo(youd ;:j~ 4. TECHNICA baSlldon Hazen & wllbam_~,'fOrlfllltll.'C':1"'u. ~, ~closest distribUtor' (listed under .Sprin-, '. )." Approvals and Listings: See Approval ' ;~:l , ,,~ iklers Automatic Rre") or contact. The "i,; ug Chart . . . . ': -, . tl.lViking CorPOration, .: ~ Rated to 175 PSI (1 207 kPa) Water Thef('~lo"':'lngVIl<ingMod~IF-l.DryIValvesareava". '.'1 L. ' ",:- . P able outSide North Arnenca with, flanges dnl!ed ac- /l'{ if GUARANTEES, , Working ressure. . cording to European PN 10 specilications":'" Iw ~ ~ . ",'; , . ." ,. i. Factory tested hy~rostatlcally at 350 PSI i Size Inlel Outlet' F"fli.O!!IShi~ Pa~" ~l. ~Iklng agrees torep'alr~r re.plac~ goods ~ ' (2 413 kPa) With the clapper open. : Valve' ~ ~Loss'" Weight' No.1 \~ found to 00 defectlve,ln: ma~~nal: and 1" Air pressure to water pressure area dif- ,4', ".'. 8.Q F:t,-, 130 lti~::: ;:~ l~ ~orkmanstiip for ctperiodof;~ne':year ~ sJil. ferential: Approximatel.y 6 to 1. uoo:nm!,Flange Ral1gl! (2.44 m~ (59 k9.) 08&l~ , ~rom the daj~' ~t~hif?,me~t.forde~~ils of ~ ~l ~ Standard Flange connections. .J'., "FI R' 48.9. Ft.. 197 IbS:0892~ 'i".1 t' arranty. refer ,to pricEfhstr~ .; , ,.! f . ~'l. >( ANSI B16.1. (15pplm),. ange, ange (14.6m) (89kg),'-<>" ~ \ " '. ,'" ~, " d' ~ ~;~ Standard Groove Connections. ,iE; , ed' J . 'In . th'i ched'I, :40 . '.. OPE~A TIOt-.lJR~fer,to Fig. ~) J~ ANSI! ~WW~ C606 . .. i ~i~rti~ed ~ :~~~:rt~ V:~~"?r f;rrf'Y!i1~:~:"12~:: Ii ~e clappe." (5)'~;ndairplatep 1) assem-:":~~ Dry Valve IS painted red for Identification l"mngt diamet~rs an~ thic~es~ <\re manu:; ;",I'! bites comblOe to form a floating member Ol ; z purposes. , I il,'~tu~ to AN$.", B16: 1 Sp~i'ications,:~~~.~';~ ~.t" ~ l!tS. semoly. ,:With the clapper assembly, P MATERIAL STANDARDS: ~ ~,fefons. I ;;,".., ::::' ';;::: ~:; i '~1Iatc~~a ~Iosed, system air pressure ~ Material Specifications: ~. S;~' i" ' " . .::~ "~, :'1 ;;;~ ~ ~2rces the member assembly do~n, ~ Refer to TABLE 2 ; ~::~ ,\i:;~i"" ;,,, . ""'l~ ~.~alingthe,waters~at(16)fromtheln- $ 'ri~ i !'~ " ",' ,"." <,,' '....'" . ,,: Note: Units of measure in parentheses may pifipp!'oxima~~~~:: ;~ ~.~ ,i~~esE~~~.~~<!1~,_-h.d~,~2~~~!,,!,~:}:,;~~,"w.~,.,1 Form No. 070392 Ii,' ' ?~ $"M"""'""--"-''''--~- ' I, ':;) , 'I' ':;~il ! i ___..._<__...._,~~."'-~>': ~., r==...~~-..~~ \r,"",nc:.,p;::o ~".g' _.')/lilli': .",-~'-= \ I 1<"""'''~ o' -=":y__v - ~ \ \,q,^",.~ ,,;,....A h\. q I'.nviIO"ri\en\~\ 101 Ge"ei~1 \\, \ . ' ' .' ~ '" ", " I \\ r C :-;~:~ \'\ '" r\C~ \N \1\1 1M COO II a cl 0< '~me nlS Goil \ ~v cA~1 ~ \. i'- - "'"lC011'}~\',",,,,t.t'\" \, 1\\\3 r:~:C\'1 dOCS 00' Ie leve tilO eU" ", ""'v' I I . I <; , ,,~/' (, , I\\C ICS?Onc\\lil\W lorll\3I\mg I ,\8 \~l\" conl0l>'\ ,0 \ \tlle rcqU\ICmen\S oll\le conliac\. \ M I ~$u\Jcon\raC\OI i~ lesponsi\Jlc lor all di\'i\COSiOM. Ii ~ toneCI 10blicalion l\!\d ~ccUI'a\e Illl\h \jJO@ ~ IOIM1llall@s. Ii ~ i ~ l;u\'l\1Ii\131 t} =-----~~:;:~;~ ~I! I.C. ,I'" ,.-r"_~"'c_-="-~- ~ 10 t)ESlGN CONCEPi CONfORMS 10 OESIGN CONCEPi ~ RE'J\S\ONS A.S N01'EC o 1I01l-COllfORNlA.NCE.REVISE & RESUBNlli ,..,IIOP""""......""""'''"'''''''' ","'1'." ",,""" ,,1lCf~ "" ... ""'lot ,,"" ,,, !I.... \01lN"OOI\ " IlEl "".,Uff lOll COllfORlMllCEVi\i\I ~ll OAA'MllGS Mn SPEClr\CAi\ONS, M.\. Of W\\\C\\ AA'IE PRlORIiY O'ltR'ru~DI O~TE.--- _ GROUP iNC. ---- Lt~~\P~O tl~CE.\'" \)t.c, ~ ~ 1.~\\\ _..<"iO~~~ ~~ef?t- /"';: " '1 ,-" <~ '1 1 t ,J. "" DrY Systems 120 b --.. -- July 15, 1994 'JIKlNG@ TeCHNICAL DATA termediate chamber. When a sprinkler operates, the system air pressure is re- duced. When system air pressure is reduced to the differential tripping point of the valve, water supply pressure in the inlet chamber lifts the member as- sembly off the water seat (16) and flows into the intermediate chamber. As the member assembly continues to rise, the latching hook (15) is forced against op- erating pin (23) which causes the hook (15) to pivot on hook rod (6b) and unlatch the clapper. The clapper is spring loaded and swings to a full-open locked position (See Fig. 2A). When equipped with the optional Accel- erator and extemal Anti-flood Device, a drop in system air pressure causes the Accelerator to operate. Operation of the Accelerator causes the Anti-flood De- vice to open allowing system air pres- sure to enter the dry valve intermediate chamber. This immediately destroys the pressure differential, causing the member assembly to rise faster. The intermediate chamber is normally at atmospheric pressure and is connected to the alarm line. When the valve trips the intermediate chamber and alarm line are pressurized with system water pres- sure, activating alarms connected to the Dry Valve trim. 9: INSTALLATION For proper operation and approval, the valve must be trimmed in accordance with Viking Model F-1 Dry Valve Trim Charts. The F-1 Dry Valve must be installed in the vertical position as shown in Fig. 2. Air or nitrogen supply to the dry pipe system must be clean, dry, and oil free. Automatic air supplies must be regu- lated, restricted, and from a continuous source. A Viking Air Maintenance De- vice should be installed on each system equipped with an automatic air supply. Never exceed 60 PSI (414 kPa) pres- I sure in the system piping with the dry _ valve clapper closed. The dry valve must be installed in an area not subject to freezing tempera- tures or physical damage. If required. provide a valve house (enclosure) with adequate heat around the dry valve and trim. Freezing temperatures and/or ex- cessive pressure will damage the dry valve member assembly. When corrosive,. atmospheres and/or contaminated water supplies are pre- sent, it is the owners responsibility to verify compatibility with the F-1 Dry Valve and associated equipment. Consider installation of the Viking Accel- erator and Anti-flood Device. An accel- DRY VALVE MODEL F-1 . erator (quick opening device) is recom- mended on all differential dry pipe valves and is required on dry pipe systems of certain capacities. Refer to Installation Standards and Authorities Having Juris- diction. If an accelerator is to be in- stalled, verify that the appropriate Trim Chart is used. Prior to installing the valve, thoroughly flush the water supply piping to verify that no foreign matter is present. 9-A. General Installation Instructions 1. Verify that necessary Trim Charts and Technical Data for the dry valve and associated equipment are available. 2. Remove all plastic thread protectors from the openings of the dry valve. 3. Apply a small amount of pipe joint compound or tape to the extemal threads of all pipe connections re- quired. Take care not to allow any compound, tape, or other foreign matter inside any of the nipples or Table 2 For use with Figure 2 Item No. 1 2 3 4 5 Part Number 4" F-1 6" F-1 07641 07641 08449 08449 07654 07654 07654 07654 05369A 05369A 07934 08480 07658 07658 07655 07655 07650 08477 07649 08478 07935 07935 6a 6b 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 07659 07651 07659 08487 02079A 02079A 22 23 08056 08056 24 05436C 05436C ~_ 04187B 04187B Description Housing Latch latch Pin 1/2' NPT Pipe Plug Clapper Ass'y (Includes Bushings) Clapper Rod Hook Rod RetaIning Ring Clapper Arm Ass'y (Includes Bushings) Spring Clapper Arm Rod Air Plate Ass'y (Includes Bushings) Diaphragm Diaphragm Retainer H.H.C. Screw 318' .16 x 3/4' (19.0mm) 19. Hook Ass'y (Includes Bushings) Water Seat HHC. Screw 1/2'.13 x 1/2" (12.7mm) 19. Rubber Retainer Clapper Rubber Air Seat 518" . 11 x 2' (50.8mm) 19. HHC. Screw Base Soc. Set Screw Ass'y 112'.13 x I" (25Amm) 19. Cover Cover Gasket Material Ductile Iron: 65-45-12 Brass: UNS-<::84400 Brass: UNS-<::36000 Steel Ductile Iron: 65-45-12 Teflon8 Coated Steel Brass: UNS-<::36000 Brass: UNS-<::36000 Stn. Stl.: UNS-S 15700 Ductile Iron 65-45-12 Teflon8 Coated Steel Type 302 Stn. SU. Wire Brass: UNS-<::36000 Ductile Iron: 65-45-12 Teflon8 Coated Steel Nylon Reinforced Neoprene Ductile Iron: 65-45-12 Steel: Zinc Plated Ductile Iron: 65-45-12 T eflon8 Coated Steel Brass: UNS-84400 Stn. Steel: UNS-S30400 UNS-S30400 Stn. SU Ethylene Propylene Brass: UNS-C84400 Steel Ductile iron: 65-45-12 Brass: UNS-<::36000 Ductile Iron: 65-45-12 SBR Garfok 181 No. Req'd 4" 6" 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 6 6 1 1 4 4 1 1 . 1 1 1 1 4 4 10 1 2 1 12 1 2 1 14 1 16 1 -- Indicates part is not available from Viking. . Indicates part is available in a Sub Assembly. See Sub-Assembly list. SUB-ASSEMBLIES Item Nos. Included 5-15, 17-20 11-14, 20 5,17. 18,19 . 1 . . .July 15. 1994 Dry Systems 120 c ~IKlN~@_ openings of the dry valve or trim com- ponents. 4. Install the Model F-1 Dry Valve and trim piping according to the current Model F-1 Dry Valve Trim Chart pro- vided with the Trim Package and the Viking Engineering and Design Data book. The F-1 Dry Valve must be installed in the vertical position. 5. When installing a Viking Accelerator and Anti-flood Device in conjunction with the Model F-1 Dry Valve, refer to the appropriate Viking E-1 Accelera- tor Trim Chart provided with the Ac- celerator Trim Package and the Vi- king Engineering and Design Data book. a: When a Viking Accelerator is in- stalled on the Model F-1 Dry Valve, the Dry System air supply must be connected as shown on the E-1 Accelerator Trim Chart. b: The Viking external Anti-flood De- vice is required when a Viking Ac- celerator is installed on a Dry Valve according to the E-1 Accel- erator Trim Chart. Hydrostatic Test: Caution: The dry valve clapper must be latched open during performance of the hydrostatic test. . Outlet ,--- L _.. 8-~ Figure 2 - - --..... - -, Intermediate Chamber Inlet Chamber . -C> Size 4' 100 mm 6' 150 mm Model A 18-1/4' ~ (464 mm) 20-1/16' F-l (510 mm). 8 7" (178 mm) 7-5/16' (186 mm) C 12-112' (318 mm) 14' (356 mm) Top View Figure 3 o 10' (254 mm) 10' (254 mm) E F 12' 23" (305 mm) (584 mm) 14-3/4" 23' (375 mm) (584 mm) G 34-1/2" (876 mm) 36" (914 mm) I --I-- 0 - A G Flanged Outlet Valve With Accelerator 1 I F A Grooved Outlet Valve Without Accelerator DRY VALVE MODEL F-l Do not perform a 200 psi (1 379 kPa) hydrostatic system test with the dry valve clapper in the closed (set) posi- tion. Never exceed 60 PSI (414 kPa) pres- sure in the system piping with the dry valve clapper closed. Do NOT expose the Viking Accelerator to the hydrostatic test. For warnings and considerations regarding hydrostatic testing of the Viking Accelerator and other system components, refer to Tech- nical Data for the equipment used. 10. PLACING DRYVALVE IN SERVICE Refer to Fig. 2 When the Dry Pipe System is ready to be placed in service, verify that all equip- ment is adequately heated and pro- tected to prevent freezing and physical damage. 1. Verify that the the water supply main control valve supplying the dry valve is closed. 2. Open the main drain valve (lo- cated on the inlet of the dry valve). 3. Drain all water from the dry pipe system. If th6 system has operated, or if water has entered the system, open all auxiliary drains and the sys- tem test valve. Allow enough time to completely drain the system. Perform steps 4 through 10 to set the dry valve and/or inspect the internal operating parts of the dry valve. Latch Clapper Arm Hook .J Dry Systems 120 d July 15, 1994 'JIKlN~@_ 4. Verify that the dry pipe system is not pressurized. 5. Use a 15/16" wrench to loosen and remove hand-hole cover bolts (21). Remove hand-hole cover (24). Caution: Clapper arm assembly (8) and clapper assembly (5) are spring loaded to open. NEVER place hands inside the Dry Valve if the clapper assembly is latched closed. To release a latched clapper assem- bly for service: a: Insert the re-setting tool through the hole in hook assembly (15), across the fulcrum cast on top of clapper arm assembly (8) until the re-setting tool contacts the stop- ping boss on top of clapper arm assembly (8). (See Fig. 2C.) b: Apply a downward force on the end (outside the valve) of the re- setting tool. Hook assembly (15) will slide toward the hand-hole and off clapper arm assembly (8). Clapper arm assembly (8) and clapper assembly (5) will force- fully open, impact against latch (2), and latch in the open posi- tion. Note: Inspection and cleaning proce- dure step 6 below is considered part of the annual trip test. 6. Inspect and clean the internal parts of the valve. Give special considera- tion to the water seat (16), air seat (20) and clapper rubber (19). Wipe away all contaminants, dirt, and min- erai deposits. Do not use solvents or abrasives. Operate all parts to test freedom of movement. Renew or replace dam- aged or wom parts as required. Caution: NEVER apply any lubricant to seats, gaskets, or any internal operating parts ofthe Dry Valve. Petroleum based grease or oil will damage rubber compo- nents and may prevent proper operation of the Dry Valve. TABLE 1 Maximum Air Pressure Setting Water Pressure Min mum ~imum PSI kPa PSI kPa PSI kPa 50 345 15 103 25 172 75 517 20 138 30 207 100 690 25 172 35 241 125 862 30 207 45 310 150 1034 35 241 50 345 175 1207 45 310 60 414 7. To set the dry valve clapper. Refer to figures 2, 2A, 2B, and 2C. a: Raise the latch (2) to release spring loaded clapper arm as- sembly (8) from the latched open position. b: Move the clapper arm assembly (8) down toward the horizontal po- sition. (See Fig. 28.) c: While holding spring loaded clap- per arm assembly (8) down, insert the re-setting tool through the hole in hook assembly (15), across the fulcrum cast on top of clapper arm assembly (8) until the re-setting tool contacts the stop- ping boss as shown in Fig. 2-C. d: Apply a sharp upward force at the end of the re-setting tool. Hook (15) will slide forward on the re- setting bar and latch the clapper closed with a positive setting ac- tion. (See Fig. 2C.) 8. Priming water is not required and may not be desirable where clean, good quality fresh water is not available. If priming water is desired, fill the dry valve with water to the bottom of the hand-hole. a. Verify that the intermediate cham- ber of the dry valve is free of water. No water should flow from the drip check when the plunger is pushed. 9. Visually inspect hand-hole cover gasket (25). Verify that it is in good condition. DRY VALVE MODEL F-l . 10. Re-install hand-hole cover (24), gas- ket (25), and hand-hole cover bolts (21 ). 11. Close all auxiliary drains, the system test valve, and the priming water level test valve on the dry valve trim. The main drain (located on the inlet of the dry valve) should remain open. 12. If equipped with a Viking Accelerator and external Anti-flood Device: a: Close the 1/2" (15mm) anti-flood isolation valve. b: Observe the air pressure gauge on top of the accelerator. The gauge must read zero before the accelerator will automatically re- set. It may be necessary to loosen, remove, and re-install (use the appropriate wrench) the air gauge to vent trapped air pres- sure from the upper chamber. 13. Open the dry system air supply and establish desired system pressure. See TABLE 1 for suggested air pres- sure to water pressure settings. NEVER EXCEED 60 PSI (414 kPa) AIR PRESSURE. 14. Verity that the intermediate chamber of the dry valve is free of water. No water should flow from the drip check . when the plunger is pushed. 15. If equipped with a Viking Accelerator and external Anti-flood Device: When pressure on the accelerator air pressure gauge equals the system set pressure, OPEN and secure the 1/2" (15mm) anti-flood isolation valve. 16. Slowly open the water supply main control valve. 17. When flow is developed from the main drain, CLOSE the main drain valve. 18., Fully open the water supply main control valve. 19. Secure all valves in their normal op- erating position. 20. Notify Authorities Having Jurisdiction and those in the affected area that the system is in service. . j~iioN~@_ . . 11. INSPECTIONS and TESTS NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condi- tion. The Viking Model F-1 Dry Valve and trim must be kept free of foreign matter, freezing conditions, corrosive atmos- pheres, contaminated water supplies, and any condition that could impair its operation or damage the device. . It is imperative that the system be In- spected and tested on a regular basis. The frequency of the inspections may vary due to contaminated water sup- plies, corrosive water supplies, corr~- sive atmospheres as well as the condI- tion of the air supply to the system. For minimum maintenance and inspection requirements, refer to the National Fire Protection Association Pamphlet that describes care and maintenance of sprinkler systems. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and in- spection requirements which must be followed. WARNtNG: Any system maintenance which involves placing a control valve or detection system out of service may eliminate the fire protection capabilities of that system. Prior to proceeding, no- tify all Authorities Having Jurisdiction. Consideration should be given to em- ployment of a fire patrol in the affected areas. . 11-A. INSPECTION Weekly inspection is recommended. If the system is equipped with a low air (or nitrogen) alarm, monthly inspections may be adequate. 1. Check pressure gauges located on the supply side and system side of the dry valve. Verify that the proper ratio of air (or nitrogen) pressure to water supply pressure is being main- tained. Refer to TABLE 1. 2. Verify that the intermediate chamber of the dry valve is free of water. No water should flow from the drip check when the plunger is pushed. 3. If equipped with a Viking Accelerator: a: Check the air pressure gauge lo- cated on the top of the Accelera- tor. Air pressure in the upper chamber of the accelerator should equal the pneumatic pres- sure maintained in the system. Note: Standard tolerance allowance in pressure gauge calibration may result in a slight variation when pressure read- ings from any two gauges are compared. A difference in pressures other than slight variation due to gauge calibration . tolerance may indicate maintenance is required. Refer to Technical Data for the accelerator used. b: For dry systems with Viking Ac- celerators installed according to the Viking E-1 Accelerator Trim Chart, verify thatthe 112" (15mm) anti-flood isolation valve is OPEN and secured. 4. Verify that the water supply main con- trol valve is open and all trim valves are in their normal operating posi- tion. 5. Check for signs of mechanical dam- age and/or corrosive activity. If de- tected, perform maintenance as re- quired or, If necessary replace the device. 6. Verify that dry valve and trim are ade- quately heated and protected from freezing and physical damage. 11-8. QUARTERLY TESTS 11-8.1 Water Flow Alarm Test Quarterly testing of water flow alarms is recommended and may be required by the Authority Having Jurisdiction. 1. Notify the Authority Having Jurisdic- tion and those in the area affected by the test. Note: Viking Conventional Trim pro- vides a connection for installation of a non-interruptable pressure switch. Alarms and/or electric panels control- led by an alarm pressure switch in- stalled in that connection cannot be ir.terrupted. (See Dry Valve Trim Cart.) 2. Ful!y::open the main drain (located on the 'base of the dry valve) to flush away any accumulation of foreign material. 3. Close the main drain. 4. To test the local electric alarm (if pro- vided) and/or mechanical water mo- tor gong (if provided), OPEN the alarm test valve in the dry valve trim. a: Electric alarm pressure switches (if provided) should activate. b: Electric local alarms should be audible. c: The local water motor gong should be audible. d: Verify that (if provided) remote sta- tion alarm signals were received. 5. When testing is complete, close the alarm test valve. Verify: a: All l<;>cal alarms stop sounding and alarm panels (if provided) re- set. b: All remote station alarms reset. c: All supply piping to water motor properly drains. Dry Systems 120 e DRY VALVE MODEL F-1 6. Verify that the alarm shut-off valve in the dry valve trim is OPEN, and the alarm test valve is CLOSED. 7. Verify that the intermediate chamber of the dry valve is free of water. No water should flow from the drip check when the plunger is pushed. 8. Notify the Authority Having Jurisdic- tion and those in the affected area that testing is complete. 11-8.2: Main Drain Test Quarterly performance of the Main Drain Test is recommended and may be re- quired by Authorities Having Jurisdiction to verify integrity of the water supply. 1. Notify the Authority Having Jurisdic- tion and those in the area affected by the test. 2. Record pressure reading from the water supply pressure gauge. 3. Verify that the intermediate chamber of the dry valve is free of water. No water should flow from the drip check when the plunger is pushed. 4. Verify that the dry pipe system is pressurized, at or above the mini- mum pressure recommended in TA- BLE 1 for the water supply pressure available. 5. Fully OPEN the main drain located on the base of the dry valve. 6. When a full flow is developed from the main drain, record the residual pres- sure from the water supply pressure gauge. 7. When the test is complete, SLOWLY CLOSE the main drain. 8. Compare test results with previous flow information. If deterioration of the water supply is detected, take appropriate steps to restore ade- quate water supply. 9. Verify that normal water supply pres- sure and system pneumatic pressure have been restored, and that all alarm devices, and valves are se- cured in normal operating position. 10. Notify the Authority Having Jurisdic- tion that the test is complete. Record and/or provide notification of test re- sults as required by the Authority Having Jurisdiction. 11-8.3: Priming Water Level, & Low Air Alarm Test Quarterly testing is recommended to verify that water is not present above the Priming level Test Valve in the dry valve trim. Quarterly testing of low air alarms is recommended. 1. Notify the Authority Having Jurisdic- tion and those in the area affected by the test. 2. Fully open the main drain (located on the base of the dry valve) to flush DrY Systems 120 f '\IIKlNGi@_ away any accumulation of foreign material. 3. Close the main drain. 4. Close the water supply Main Control Valve supplying the dry valve. 5. Open the Main Drain Valve (located on the inlet of the dry valve). If the dry valve being tested is equipped with a Viking Accelerator and external Anti-flood Device in- stalled according to Viking Model E-1 Accelerator Trim Charts, performing steps 6 or 7 of this test will cause the accelerator to operate. A burst of air from the vent in the bottom of the accelerator will indicate operation of the accelerator. However, with the water supply Main Control Valve CLOSED, and the Main Drain Valve OPEN, operation of the accelerator should not trip the dry valve. 6. Dry Valve Priming Water Level Test: a: Verify that the water supply main control valve is closed and the main drain valve is open. b: Fully open the Priming Level Test Valve in the dry valve trim to check for the presence of water. If the presence of water is de- tected, the system may not have been properly drained. Perfonn steps 1 through 3, and 11 through 15 of paragraph 10, PLACING DRY VALVE IN SERVICE, and repeat this Dry Valve Priming Water Level Test. c: If/when no water is detected and the test is complete, continue to step 8. 7. low Air Alarm Test: a: Verify that the water supply main control valve is closed and the main drain valve is open. b: Gradually open the Priming Level Test Valve in the trim of the dry valve to simulate operation of the Dry System. Observe and record the pressure at which the low air alann operates. 8. Close the Priming Level Test Valve. 9. If the dry valve being tested is equipped with a Viking Accelerator and extemal Anti-flood Device: a: Close the 112" (15mm) NPT Anti- flood Isolation Valve. Note: Air will continue to flow from the accelerator after it has operated until step "b" below is perfonned. b: Loosen (use the appropriate wrench), and remove the Accel- erator Air Gauge to release pres- sure from the upper chamber of tne accelerator. When the accel- erator re-sets, re-install the accel- erator air gauge. 10. Perform steps 13 through 20 of para- graph 10, PLACING DRY VALVE IN SERVICE. 11-C. mlP TESTS Partial Flow Trip Tests are conducted with the water supply main control valve partially closed to minimize the amount of water entering the system during the test. Perfonnance of a Partial Flow Trip Test is recommended during wann weather at least annually except when a Full Flow Trip Test is conducted. Partial Flow Trip Tests may verify operation of equipment and devices but do not simu- late operation of the system in fire con- ditions. Full Flow Trip Tests are conducted with the water supply main control valve fully open. The dry valve is operated by opening the system test valve to simu- late the opening of a sprinkler in fire conditions. When the dry valve oper- ates, the sprinkler piping will be flooded with water. Perfonnance of a Full Flow Trip Test is recomr.lended during wann weather at least once every three years. More fre- quent testing may be required by the Authority Having Jurisdiction. 11-C.1: Full Flow Trip Test 1. Notify the Author.ty Having Jurisdic- tion and those in the area affected by the test. Note: Alanns and electric panels controlled by an alann pressure switch installed in the "electric alann panel connection", cannot be inter- rupted. (See Dry Valve Trim Cart.) 2. Fully open the main drain (located on the base of the dry valve) to flush away any accumulation of foreign material. 3. Close the main drain. 4. Record water supply pressure and system pneumatic pressure. 5. Open the remote system test valve to simulate operation of the dry system. Record: a: Elapsed time from opening of the test valve to operation of the dry valve. b: System pressure when the dry valve operated. c: Elapsed time from opening of the t3st valve to development of full July 15, 1994 DRY VALVE MODEL F-l . flow of water from the system test connection. d: Any other information required by the Authority Having Jurisdiction. 6. Verify that alanns operate properly. 7. Allow water to flow from the system test connection until it appears clear and clean. 8. When test is complete, close the water supply main control valve. 9. Perform steps 1 through 20 of para- graph 10: PLACING DRY VALVE IN SERVICE. 10. Verify that the water supply main con- trol valve is open, and all other valves are in their nonnal operating position. If equipped with an extemal Anti- flood Device, the 112" Anti-flood Iso- lation Valve must be OPEN and se- cured. 11-C.2: Partial AowTripTest 1. Notify the Authority Having Jurisdic- tion and those in the area affected by the test. Note: Viking Conventional Trim pro- vides a connection for installation of a non-interruptable pressure switch. Alanns and electric panels control- led by an alarm pressure switch in- stalled in the "electric alarm panel . connection", cannot be interrupted. (See Dry Valve Trim Cart.) 2. Record water supply pressure and system pneumatic pressure. 3. Fully open the main drain (located on the base of the dry valve) to flush away any accumulation of foreign material. 4. CLOSE the water supply main control valve as far as possible while main- taining full flow from the main drain. CLOSE the main drain. 5. Open the priming level test valve to simulate operation of the system. 6. Note (for records) water supply pres- sure and system pneumatic pressure when the dry valve operates. 7. CLOSE the water supply main con- trol valve and OPEN the main drain IMMEDIATELY, when test is com- plete. 8. Perform steps 1 through 20 of para- graph 10: PLACING DRY VALVE IN SERVICE. 9. Verify that the water supply main con- trol valve is open, all other valves are in their nonnal operating position. If equipped with an external Anti-flood Device, the 112" anti-flood isolation valve must be OPEN and secured. . July 15, 1994 Dry Systems 120 9 'JIKI.\JG@_ . . 12. DRY VALVE MAINTENANCE See Fig. 2 WARNING: Prior to servicing intemal operating parts of the dry valve, take the following precautions. 1. Close the water supply main control valve, placing the system out of serv- ice. 2. Open the main drain located in the base of the dry valve. 3. Close the air (or nitrogen) supply to the dry system piping. 4. Relieve all pressure from the dry sys- tem piping. If the system has oper- ated, open all auxiliary drains and the system Test Valve to allow the sys- tem to drain completely. 5. Use a 15/16 wrench to loosen and remove hand-hole cover bolts (21) and remove hand-hole cover (24). Caution: Clapper arm assembly (8) and clapper assembly (5) is spring loaded to open. NEVER place hands inside the dry valve if the clapper assembly is latched closed. 6. Release latched (set) clapper assem- bly for service: a: Insert the re-selting tool through the hole in hook assembly (15), across the cast fulcrum on top of clapper arm assembly (8) until the re-selting tool contacts the stop- ping boss on top of clapper arm assembly (8). b: Apply a downward force on the end (outside the valve) of the re- selting tool. Hook assembly (15) will slide toward the hand-hole and off clapper arm assembly (8). The clapper arm assembly (8) and clapper assembly (5) will forcefully open, impact against latch (2), and be trapped in the open position. Caution: NEVER apply any lubricant to seats, gaskets, or any intemal operating parts of the Dry Valve. Petroleum based grease or oil will damage rubber compo- nents and may prevent proper operation of the Dry Valve. Recommended practice: When per- forming maintenance inside the Dry Valve. with the clapper in the open posi- tion, cover the opening to prevent tools or parts from dropping onto the seat or into the waterway. 7. To Remove Clapper Rubber (19): a: Use a 9116" wrench to remove hex-head screw (17) and rubber retainer (18). . b: Remove clapper rubber (19) for inspection. If the clapper rubber shows signs of wear such as cracking, cuts, or excessively deep grooves where the rubber contacts the air or water seat, re- place the rubber. 8. To Re-install Clapper Rubber (19): a: Place a new clapper rubber (19), over the center hub of rubber re- tainer (18). b: Position retainer (18) (with rubber in place) against clapper assem- bly (5) as shown in figure 2. c: Replace and tighten hex-head screw (17). Do not over tighten. 9. To Remove Clapper Assembly (5): a: While holding spring loaded clap- per arm assembly (8) down, re- move a retaining ring (7) from one end of clapper rod (6a). b: Release spring loaded clapper arm assembly (8) and allow it to latch in the open position. c: Slide rod (6a) out of clapper arm assembly (8) to free clapper as- sembly (5). d: Remove clapper assembly (5) for inspection or replacement. 10. To Re-install Clapper Assembly (5): a: Reverse disassembly procedures a through d in step 9 above. 11. To Remove Latch (2): a: Remove 1/2" NPT pipe plug (4) (outside of valve) to expose latch pin (3). b: While holding latch (2) with one hand, remove latch pin (3). . c: Remove latch (2). 12. To Re-install Latch (2) and Latch Pin (3), reverse disassembly proce- dures a through c in step 11 above. Disassembly and Re-assembly: The intemal member assembly of the dry valve consists of several sub-as- semblies. To service these sub-assem- blies, it is necessary to disassemble the dry valve. 13. To Disassemble The Dry Valve: a: Disconnect the trim and remove the valve from the system piping. b: Use a 15/16" wrench to remove hex-head screws (21) from base (22). c: Remove housing (1) from base (22). Member assembly compo- nents (5-15), and (17-20) are ac- cessible for replacement. d: When inspection and/or replace- ment of Member assembly com- DRY VALVE MODEL F-1 ponents is complete Re-assem- ble The Dry Valve. 14. To Re-assemble The Dry Valve: a: Reverse disassembly procedures a through c in step 13 above. b: Socket-set screw (23) will need adjustment. After the valve has been completely reassembled. latch the clapper in place. With a 114" (6.35mm) Allen wrench, turn the screw clockwise until it con- tacts the hook (24). Then, turn the screw one complete tum counter-clockwise. Set the sys- tem, and trip test the valve to ver- ify proper operation of the valve. 15. To Remove Hook Assembly (15): a: Remove a retaining ring (7) from one end of hook rod (6b). b: Slide rod (6b) out of the bushings in air plate assembly (11) to free hook assembly (15). c. Remove hook assembly (15). 16. To Re-install Hook Assembly (15): a: Reverse disassembly procedures a through c in step 15 above. 17 . To Remove Clapper Arm Assembly (8) and Spring (9): a: remove a retaining ring (7) from one end of clapper arm rod (10). b: Slide clapper arm rod (10) out of the bushings in air plate assembly (11) to free clapper arm assembly (8) taking care to retrieve spring (9). c: Remove clapper arm assembly (8), and spring (9). 18. To Re-install Clapper Arm Assembly (8): a: Reverse disassembly procedures a through c in step 17 above. 19. To remove Diaphragm (12) and Diaphragm Retainer (13) a: Use a 9/16" wrench to remove hex-head screws (14). b: Remove diaphra~m retainer (13) and diaphragm (12) for replace- ment. If the diaphragm rubber shows signs of wear such as cracking or cuts, replace the rub- ber diaphragm. 20. To Re-install Diaphragm (12) and Diaphragm Retainer (13): a: Reverse disassembly procedures a and b in step 19 above. When re-installing diaphragm retainer (13), cross tighten hex-head screws (14) for even compression of diaphragm (12). Dry'Systems 120 h July 15, 1994 ~IKlN~@_ 13: ABNORMAL CONDITIONS: 1. The valve trips when no sprinkler has fused. Possible causes: a: Loss of air pressure in the system. Suggested action: Check the system for leaks and check for proper air supply. A Viking Air Maintenance Device should be in- stalled on each system equipped with an automatic air supply. Consider adding a maintenance air compressor. b: An extreme pressure surge in the water supply. Suggested action: Increase the air pressure on the system. The maximum limit is 60 psi (414 kPa). Note: Increasing system pressure may increase trip time of the dry valve. 2. Water constantly passing through the drip check when the valve is in the SET position. Possible causes: a: water leaking over the water seat into the intermediate chamber. Suggested action: Inspect and clean the water seat and clapper rubber (see step 5 of paragraph 10 PLACING DRY VALVE IN SERVICE). Consider replacing the clapper rubber. If the water seat has been pitted or damaged by debris it may be necessary to replace the base assembly. b: Alarm test valve in the bypass connection of the dry valve trim Replaces page 120 a-h dated April 13, 1993 not tightly closed. Suggested action: Verify that water is not getting past alarm test valve. 3. Ai! constantly passing through the dnp check when the valve is in the SET position. Possible causes: a: Air leaking over the air seat into the intermediate chamber. Suggested action: Inspect and clean the air seat and clapper rub- ber (see step 5 of paragraph 10 PLACING DRY VALVE IN SERV- ICE). Consider replacing the clapper rubber. If the air seat has ~een pitted or damaged by debris II may be necessary to replace the air plate assembly. b: Air leaking past the rubber dia- phragm. Suggested action: Inspect the rubber diaphragm for deteriora- tion. If necessary, replace the diaphragm. 4. Clapper will not latch. Possible causes: a: Incorrect resetting tool. Suggested action: Verify that the re-setting tool used is smooth and of the proper strength and diame- ter" to provide the required force at the appropriate angle to cause the latching hook to slide over the clapper arm when setting the dry valve. DRY VALVE MODEL F-1 * The Viking Re-setting tool is a 3/4. (19mm) diameter cold rolled steel bar 15" (381mm) long. chamfered at both ends. b: The hook not sliding on the re-set- ting tool. Suggested action: File or grind the re-setting tool. Remove any rough spots to provide a smooth sliding surface and proper clear- ance. c: Clapper rubber wom. Suggested action: Replace the clapper rubber. d: Internal parts damaged by acci- dental application of high pres- sure. Suggested action: Replace the valve member assembly. 5. The valve latches but will not remain set. Possible causes: a: Improper resetting procedure. Suggested action: See para- graph 10, PLACING DRY VALVE IN SERVICE. b: Inadequate air supply. Suggested action: See Para- graph 10, PLACING DRY VALVE IN SERVICE and TABLE 1. c: Air pressure and priming water passing through Ihe intermediate chamber and out of Ihe drip check. Suggested action: Clean the air seat and the clapper rubber. Re- place the clapper rubber, if worn. Form No. 070392 April 27. 1993 Trim 121 a '\IIKlN<G@ TECHNICAL DATA ' . MODEL F-1 DRY VALVE CONVENTIONAL TRIM all.' I'wlI (SEE Hem 4) ~/4alllal/l TEE IlZO I'wlI III Il 4 (SEE HarE 4) (IOZ) Manufactured 1993- Note: 1 Valve must be trimmed as shown. Any deviation from trim size or arrangement may affect the proper This Trim Chart operation of the valve. is for use with All pipe, 3/4' (20mm) and smaller, shaD be galvanized steel except when other materials are specified the following Viking Trim Sets in the Technical Data for the system used. SIze Standard' Foam System" When the Model F-1 Dry Valve is used on pre-mixed Foam Systems, trim piping must be of black steel Valve Trim PIN Trim PIN pipe with cast iron or malleable iron fittings unless other materials are specified in the Technical Data~ ~ 0839S 08396 the system used. 6' __ Dimensions in parenthesis are miDimeter and may be approximations. Items denoted with t are removed when the optional Model E Accelerator Trim is installed. Note 2: Comection for electric Alarm Pressure Switch to activate electric alarm panels. Note: After the DryValve trips, supply to this location camot be shut off until the water supply to the Dry Valve is shut off. Foam Systems: When a PORV is used to activate a Kynar<> Coated Deluge Valve, comect the 112" (lSmm) NPT water supply for PORV at this location. (See Viking Foam Systems Engineering and Design Data book. Note 3: O.093S' (2.36mm) orifice in Drain Check Valve. Check label for proper placement. Note 4: Water lIow alarm connections: 3/4' (2Omm) NPT for Water Motor Alarm (slminer required) and 112' (l5mm) NPT for electric Alarm Pressure Switch to activate electric alarn bells. Note S: Recommended location for Air Supervisory Switch. Note 6: 1" (lSmm) NPT comection for sprinkler. Note 7: Locate listed Air Maintenance Device or Air Supply Check Valve (neither induded in trim) as dose to this comection as pqssible. Refer to installation standards. Recommended location for connection of optional Air Maintenance Compressor. . Standard Convenlionaltrlm sets for the Model F Dry Valve consist 01 galvaniZed nipples and littings. .. Trim sets lor Model F Dry Valves used on pre-mlxed Foam Systems cansls! of black steel nipples and cast Iron or malleable Iron fillings. III IIUT Fill IlEeu.AlED & REsnucrm AlA SIft\. V (SEe NoTE 7) 0IwIi CIEaI. VAL"' (SEE HarE 3) IIZ Il III x III TEE III X I-II! (31, 0 III BAll. CIeC& (SrRN; llwlED) ."l X III II: IIZ TEE III x:I (76. Z) Conventional Trim provides a connection for Installation of a non-Interruptable pressure switch to activate an electric alarm panel. (see note 2) r/'WG (Sa! NaTE 6) III xtO a- AlA G.wee III xl-Ill ~ (31, I) III Il 114 Il IIZ TEE 114 X I-VZ , - (31. I) I ~... 1'RIII..:cn;.4TER -FGUlIE VALVE I'W8 t..re. TEST V ALWl! (NaRPwLv ClllSED) :III. X III X III T~ 0.- CIEaI. III X I-Ill (38.0 , 1/4 x:l 112 X I-Ill ~ (76, Z) (31,0 T , ,/ , --112" I'UI& /,/ (SU Hem 5) GLOlIe VALW! /' /' ,/' II! X9 CZZI. 6) III X III X 114 Tte I/Zx90 a- lx6 ~~Q ~ ZO AHGl..E ~. VALW! !OQ~Q (.\ ~ . Form No. F_030693 New issue April 27, 1993 Trim 121 b April 27, 1993 'JIKI~G~ TECHNICAL DATA MODEL E ACCELERATOR TRIM For use with Model F DryValves Equipped with Conventional Trim . Manufactured 1993- Note 1: Accelerator must be trimmed as shown. Any deviation from trim size or arrangement may affect operation of the Accelerator. When a Viking Accelerator is used on pre-mixed Foam Systems, trim piping must be of black steel pipe with cast iron or malleable iron fittings. except when other materials are specified in the Technical Data for the system used. Dimensions in parenthesis are millimeter and may be approximations. Note 2: Accelerator and Anti-flood Device are not included with trim packages and must be ordered separately. Viking Model C or D Accelerator may be substituted for Moclel E Accelerator. Accelerators must always be trimmed as shown. The Moclel B-1 Anti-flood Device is always required. For instructions pertaining to PLACING THE SYSTEM IN SERVICE, refer to Technical Data for the Model E Accelerator and Model B-1 Anti-flood Device. IIZ x 4-112 Note 3: Close the Anti-flood Isolation (114. 3) Valve when establishing air pressure on the dry pipe system. When system set pressure is established, secure the Anti-flood Isolation Valve in the OPEN position. This Trim Chart Is lor use with the lollowlng Viking Trim Sets Size Standard. Foam System" Valve Trim PIN Trim PIN -E> ~ 08264 08400 ~- IIZx90 ~ . Standard Convenlionaltrim sets lor the Model F Dry Valve consist 01 galvanfzed nipples and littings. .. Trim sels lor Model F Dry Valves used on pre-mixed Foam Systems consist 01 black steel nipples and cast iron or malleable Iron fittings. l/2xl-l/2 (31.1) ~' 1121190 ~ -~- Ill" \.llI1ClN " . I I I , I , ~~. ~ t1ooaz" D '-7.. AccaPATOR (SH NoTI 2) ~+ 112 x $-112 ~ ! (139, 7) Y = 1/2 III (203, Z) New issue April 27, 1993 T , I , I I I t 1 i i 112 II 1-1I2 @IIZll90 i (~' Euow tlf'r, ! /;f::==~,~" V~, I 1:-"t<===>/1 ~~' tf:- ~,1 . ........-~ ::=::..~ l, " " I r..... · .:::t____~~ 1?2 -..... i i " '-1 f"'==="" :- ~)-{t--- /~/- 4'''''~ ~M ~' ,~p~',l, I' )'\. ,-,,(j~ (~"()' : l\ '... _ .-",/ /;,~;~- - ........\. ~ ). tJ ' ,... I --- /..'....../l')' ~ ." t I ........... .../:.......... V \ -... <0.; - ~ r-'. ~ (~tG~! i-C)y~~\ --i--~'7f~/' \.. ~l 1 'f=~- Cl 'f-~ -_'" 1..((" " I : v ~~ ~ .J..-J.............. "~ 'I, (1.t), ...-' I ,,, ~ I ~ :. I ",~.~., \" '" -.1 I , . I t .'or('.1)~ 0....... ~ I., ': l)("''''~'''''' J (I I '\ \... : I ':~\'" / : : - ):::;;I I ~ ' \", ,I I '. ..... I I : ~ '\"'0., : ~ i 'j4f: : I \........... ........._ : 11 ../ , :.- : I , , ~~\:<::----::~~"U O_/':>:~~: ! ~ __/~ ~;: />-~:B~~lT===~~=i~f (~. "- " __ ,~ ' ~ I. "l'. .J " , c--~.' /'L.J ~>/ ~., { tJl,tl <-<~<-Q ~ -~-;::/ { lSl ~ . M} -, /.' " L--""-, ~--/ , If ............ .....:<1>. ~/ --1'-.........;:r-...- -:........ ......~ M<...... ~ r ~ \ ---- ; A}'/ i .-__ i \,/ ',_.,JJ '~_-_~1 'I f~~ t, '1 . c.fI!)~o!~ ...===... Form No. F _030693 (C'~1) f.~~ '-~../ . IIZ lll-l/Z (211i.9) 112 II 4-t/Z (tl4, S) Ill" I'UlG . ....... q. January 28, 1999 . ,,"KlN~8 . 1. PRODUCT NAME Viking Model D-2 Accelerator Part Number 09881 Available since 1998. 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U .SA Telephone: (616 945-9501 (877 384-5464 Fax: (616 945-9599 e-mail: techsvcs@vikingcorp.com 3. PRODUCT DESCRIPTION The Viking Model D-2 Accelerator is a quick-opening device, with an integral anti-flood assembly, used to increase the operating speed of a differential type dry pipe valve. An accelerator (quick- opening device) is recommended on all differential dry pipe valves and is re- quired on dry pipe systems of certain capacities. Refer to NFPA Standards and authorities having jurisdiction. The Viking Model D-2 Accelerator is a di- rect replacement for the Model D-l Accelerator. The Viking Model D-2 Ac- celerator may also be used to speed the action of a pneumatic release sys- tem on a deluge, flow control, or pre- action system. 4. TECHNICAL DATA LISTINGS AND APPROVALS UL Listed, Guide No. VJPZ, UL Control No. 956A FM Approved: Consult FM Approval guide for acceptable applications. F actory Tested Shipping Weight: 6.2 Ibs. (2,8 kg) Material Specifications: See Figure 2 on page 111 f. Related Items: Model F-l Dry Pipe Valve and Model 0-2 Accelerator Trim 5. FEATURES A. Pilot responsive, B. Refer to NFPA-13 for maximum system size. C. Automatically resets. D. Integral anti-flood assembly. 6. A VAILABIUTY AND SERVICE Viking products are available through a network of domestic and international distributors. For proper operation and approval, the Accelerator must be installed with trim in accordance with the current Viking trim chart for the valve used. Where difficulty in performance is experienced, verify . Form No. F _010898 that the accelerator and trim are installed properly. Contact Viking or Viking's authorized representative before any field adjustments are made. See the Yellow Pages of the telephone directory for a local distributor (listed un- der "Sprinklers-Automatic-Firej or con- tact Viking. Viking technical data may be found on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this technical data page. 7. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact The Viking Corporation directly. 8. OPERATION (Refer to Figure 1.) The accelerator operates on the princi- ple of unbalanced pressures. When the accelerator is pressurized, air enters the inlet, goes through the screen filter into the lower chamber and through the anti-flood assembly into the middle chamber. From the middle chamber, the air slowly enters the upper chamber through an orifice restriction in the cover diaphragm. In the SET position the system air pres- sure is the same in all chambers. The accelerator outlet is at atmospheric pressure. When a sprinkler or release operates, the pressure in the middle and lower chambers will reduce at the same rate as the system. The orifice restriction in the cover diaphragm restricts the air flow from the upper chamber, causing a relatively higher pressure in the upper chamber. The pressure differential 111 a MODEL 0-2 ACCELERATOR forces the cover diaphragm down, push- ing the actuator rod down. This action vents the pressure from the lower chamber to the outlet, allowing the inlet pressure to force the clapper diaphragm open. The pressure in the accelerator outlet forces the anti-flood assembly closed. On a dry pipe system the air pressure from the accelerator outlet is directed to the dry pipe valve intermediate cham- ber. As. the air pressure increases in the intermediate chamber of the dry valve, the dry valve pressure differential is de- stroyed and the dry valve trips, allowing water to enter the dry pipe system. After the dry valve trips, water entering the intermediate chamber of the dry valve will fill the trim piping connecting the accelerator to the dry system. How- ever, when the anti-flood assembly is pressurized closed, water is prevented from entering the middle and upper chambers of the accelerator. On a pneumatic release system, when the accelerator operates, the outlet pressure is vented to atmosphere, speeding the release system operation. 9. INSTALLATION A. On Dry Valve Trim Verify that the Model D-2 Accelerator Trim Chart available is for the dry valve model used. Verify that the water supply piping has been adequately flushed to reduce the opportunity for foreign matter to con- taminate sprinkler piping and/or trim components. Install the Model D-2 Accelerator in the dry valve trim piping according to the Model D-2 Accelerator Trim Chart for the dry valve model used. The dry system air supply must be connected as shown on the trim chart for the dry valve model used. DO NOT expose the accelerator to the hydrostatic test. Caution: The dry valve clapper must be latched open during performance of the hydrostatic test. Follow installation instructions below in Paragraph 9C: General Installation Instructions. B. On Pneumatic Release System Use a 1/2" (15 mm) NPT nipple to con- nected the Model D-2 Accelerator to the pneumatic release system at the loca- tion shown on drawings provided in the Technical Data Page for system used. Replaces page 111 a-f, dated March 12, 1998 (modified Note B in Paragraph 5). 111 b '\IIKlNQ;8 A 1/2" (15 mm) NPT ball valve should be installed between the accelerator and the point of connection to the pneumatic release system to allow the accelerator to be removed without placing the pneu- matic release system out of service. The 112" (15 mm) NPT ball valve should be normally open and tagged to inform personnel. A nipple and 900 elbow should be in- stalled at the discharge outlet of the ac- celerator with the outlet of the elbow turned down to direct any airborne mat- ter downward when the accelerator trips. Follow installation instructions below in Paragraph 9C: General Installation Instructions. C. General Installation Instructions Air supply should be from an automatic, regulated and restricted source supplied with clean, dry, oil-free air (or nitrogen). Devices used should be specifically listed for such service. A Viking air main- tenance device and an appropriately sized dehydrator are recommended. When corrosive atmospheres and/or contaminated water supplies are pre- sent, it is the owner's responsibility to verify compatibility with the Model D-2 Accelerator and associated equipment. 1. Remove all plastic thread protectors from the openings of the accelerator. 2. Apply a small amount of pipe-joint compound or tape to the extemal threads of all pipe connections re- quired. Take care not to allow any compound, tape, or other foreign matter inside any of the nipples or openings of the accelerator or trim. 3. The Model 0-2 Accelerator must be installed upright (with the air gauge opening at the top) as shown on the trim chart. Observe flow arrow, on bottom of accelerator, below the 112" NPT inlet. 4. Install a 0-80 psi retard to 250 psi (()..550 kPa, retard to 1 750 kPa) air gauge in the 1/4' (8 mm) NPT open- ing in the top of the accelerator. 5. DO NOT expose the accelerator to the hydrostatic test. CAUTION: The accelerator isolation valves are to be kept in the normally open position. DO NOT CLOSE, ex- cept during hydrostatic testing or to service the accelerator. 10. PLACING THE ACCELERATOR IN SERVICE A. On Dry Valve Trim When the dry pipe system is ready to be placed in service, verify that all equip- . . TECHNICAL DATA ment is adequately heated and pro- tected to prevent freezing and physical damage. 1. With the water supply main control valve CLOSED, drain all water from the dry pipe system. If the system has operated, open all auxiliary drains and the system test valve. Allow enough time to completely drain the system. 2. Verify that the intermediate chamber of the dry valve is free of water. No water should flow from the drip check when the plunger is pushed. 3. Reset the dry valve (see Technical Data for the dry valve model used). 4. Close all auxiliary drains, the system test valve, and the priming water level test valve in the dry valve trim. 5. Observe the air pressure gauge on top of the accelerator. The gauge must read zero before the accelerator will automatically reset. It may be necessary to loosen, remove, and re-install the accelerator air gauge (use the appropriate wrench) to vent trapped air pressure from the upper chamber, even when the gauge indi- cates zero if the air supply is on while performing this step. 6. Pressurize the system in accordance with recommended settings. See Technical Data for dry system used. Do not exceed 60 psi (414 kPa). 7. When the air pressure on the accel- erator air gauge equals the system set pressure, perform Dry Pipe Valve Priming Water Level Test described in Paragraph 11 8-1 to verify that water is not present above the prim- ing level test valve in the dry valve trim. Priming water is NOT required for Viking dry valves. If the presence of water is detected above the priming level test valve, the system may not have been properly drained. To verify that the system has been properly drained, repeat Steps 1 through 7 above as required. NOTE: Step 7 is required any time water has entered the sprinkler pip- ing. If no water has been allowed to enter the system since the previous priming water level test, this step may not be required. 8. Open the main drain valve (located on the inlet of the dry valve). 9. Slowly open the water supply main control valve. 10. When flow is developed from the main drain, close the main drain valve. . January 28, 1999 MODEL D-2 ACCELERATOR . 11. Fully open and secure the water sup- ply main control valve supplying the dry valve. 12. Secure all valves in their normal op- erating position. 13. Notify authorities having jurisdiction and those in the affected area that the system is in service. B. On a Pneumatic Release System When the pneumatic release system is ready to be placed in service, verify that all equipment is adequately heated and protected to prevent freezing and physi- cal damage. 1. Observe the air pressure gauge on top of the accelerator. The gauge must read zero before the accelerator will automatically reset. (It may be neces- sary to loosen the air gauge to vent the trapped air pressure in the upper chamber.) 2. Pressurize the system according to recommended settings. See T echni- cal Data for pneumatic release op- eration of the system used. 3. Open the 1/2' (15 mm) NPT ball valve (if provided) located between the ac- celerator and the point of connection to the pneumatic release system. 4. When the air pressure on the accel- erator gauge equals the system set pressure, proceed with placing the system in service. Refer to Technical Data for the system used. 5. Verify that the water supply main con- trol valve is open and secure, drain valves are closed, and all other valves are secured in their normal operating position. 6. Notify authorities having jurisdiction and those in the affected area that the system is in service. . 11. INSPECTIONS AND TESTS Prior to performing any work on the sys- tem In which the Model 0-2 Accelerator Is Installed, refer to Technical Data for the system and equipment used. NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condi- tion. The Viking Model D-2 Accelerator must be kept free of foreign matter, freezing conditions, corrosive atmospheres, con- taminated water supplies, and any con- dition that could impair its operation or damage the device. It is imperative that the system be in- spected and tested on a regular basis. The frequency of the inspections may . s..-i: I January 28, 1999 . 'JIKlN<!i8 Upper Chamber Middle Chamber Lower Chamber __" " Clapper Diaphragm -- ' :,' ' 1/2' NPT INLET - SECTION A.A ::r- Figure 1 111 c MODEL D-2 ACCELERATOR Lower Chamber SECTION B-B . vary due to contaminated water sup- plies, corrosive water supplies, corro- sive atmospheres, as well as the condi- tion of the air supply to the system, For minimum maintenance and inspection requirements, refer to the National Fire Protection Association's pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and in- spection requirements that must be fol- lowed. WARNING: Any system maintenance that involves placing a control valve or detection system out of service may eliminate the fire protection capabilities of that system. Prior to proceeding, no- tify all authorities having jurisdiction, Consideration should be given to em- ployment of a fire patrol in the affected areas. After every operation, and each time water is allowed to enter the system: 1, Inspect the interior of the accelerator for the presence of water. Dampness or condensation may indicate that the air supply is not being dried ade- quately. If water is allowed to enter the middle and/or upper chamber of the accelerator, it may contaminate the accelerator orifices and prevent it from operating properly. 2. Remove the 1/4" NPTinspection plug. If water or dampness is present, the accelerator must be disassembled (as described in Section 12C: Disas- sembly), cleaned, and dried. A. Inspection of Accelerators In- stalled on Dry Systems or Pneumatic . Release Systems: Weekly inspection is recommended, If the system is equipped with a low air (or nitrogen) alarm, monthly inspections may be adequate. 1. Check the air pressure gauge lo- cated on the top of the accelerator. Air pressure in the upper chamber of the accelerator should equal the air pres- sure maintained in the system on which it is installed. NOTE: Standard tolerance allow- ance in pressure gauge calibration may result in a slight variation when pressure readings of any two gauges are compared. a, A difference in pressures other than slight variation due to gauge calibration tolerance may indicate gauge malfunction, plugged accel- erator orifices and/or filters, or other maintenance is required. See Paragraph 12A and I or Para- graph 12BofACCELERATORMAIN- TENANCE. 2. Verify that all other trim valves are in their normal operating position, 3. Check for signs of mechanical dam- age and/or corrosive activity. If de- tected, perform maintenance as re- quired or, If necessary, replace the device. 4. Verify that the accelerator and trim are adequately heated and protected to prevent freezing and physical damage, 5. Verify that the water supply main con- trol valve is open and secure, B-1. Dry Pipe Valve Priming Water Level Test, Low Air Alarm Test, and Non-Row Accelerator Test for Dry Valves Equipped with a Model 0-2 AcceJerator and Installed According to Model 0-2 Accelerator Trim Charts: The priming water level test is recom- mended quarterly and each time the sys- tem is placed in service after water has entered the system. Also, each time the system is placed in service after water has entered the system, it is good prac- tice to repeat the priming water level test within one week. Testing is used to verify that the system has been properly drained and that no water is present above the priming level test valve in the dry valve trim after draining the system. Any water columning (accumulation of water above the priming level test valve) can slow or even prevent the dry valve clapper from opening when the dry sys- tem operates. Quarterly testing of low air alarms is recommended. Semi-annual testing of accelerators is recommended. Conduct non-flow test when partial flow test or full flow test is not required (see Paragraph 11 B-3: Flow Testing on Dry Valves). 1. Notify the authority having jurisdiction and those in the area affected by the test. 2. Close the water supply main control valve supplying the dry valve. 3. Open the main drain valve (located on the inlet of the dry valve). NOTE: Performing Steps 4 or 5 of this test will cause the accelerator to operate. However, with the water supply main control valve CLOSED, and the main drain valve OPEN, op- eration of the accelerator should not trip the dry valve. "111 d 'JIKI.\j~8 4. Dry valve priming water level test: a. Verify that the water supply main control valve is closed and the main drain valve is open. b. Close the air supply. c. Fully open the priming level test valve in the dry valve trim to check for the presence of water. If the presence of water is detected, the system may not have been prop- erly drained. Perform steps 1 through 1 in Paragraph lOA of PLACING ACCELERATOR IN SERVICE on Dry Valve Trim. d. When test is complete: If/when no water is detected, open the air sup- ply and continue to Step 6. 5. Low air alarm test and non-flow accelerator test: a. Verify that the water supply main control valve is closed and the main drain valve is open. b. Gradually open the priming level test valve in the trim of the dry valve to simulate operation of the dry system. 1. Observe and record the pres- sure at which the low air alarm operates. c. When test is complete, continue to Step 6. 6. Close the priming level test valve. l. Loosen (use the appropriate wrench), and remove the accelerator air gauge to release pressure from the upper chamber of the accelerator, allowing it to reset. 8. Re-install, and tighten (use the appro- priate wrench) the accelerator air gauge. 9. Allow pressure to be restored to the dry pipe system and accelerator. 10. When air pressure on the accelerator air gauge equals the system set pres- sure, verify that the intermediate chamber of the dry valve is free of water. No water should flow from the drip check when the plunger is pushed. 11. When testing is complete, retum the system being tested to service. Per- form Steps 8 through 13 of Paragraph lOA: PLACING ACCELERATOR IN SERVICE on Dry Valve Trim. 8-2. Non-Row Accelerator Test on Pneumatic Release Systems: Semi-annual testing of accelerators is recommended. Conduct non-flow test when full flow test is not required. - 1. Notify the authority having jurisdiction and those in the area affected by the test. 2. Close the water supply main control valve to prevent unwanted operation of the system. 3. Open the necessary drain test valve to relieve pressure from the inlet chamber of valve being controlled by the pneumatic release system. 4. Operate a detector or open a test valve to relieve pressure from the pneumatic release system, (simulat- ing operation of the detection sys- tem). 5. When testing is complete, perform Steps 1 through 6 of Paragraph lOB: PLACING ACCELERATOR IN SERVICE on a Pneumatic Release System. B-3. Flow Testing on Dry Valves: Partial flow tests are conducted with the water supply main control valve (supply- ing the dry valve being tested) partially closed to minimize the amount of water entering the system during the test. The water supply control valve is closed im- mediately after the dry valve operates to keep water from filling the system piping. A partial flow test may verify operation of equipment and devices, but does not simulate operation of the system in fire conditions. Full flow tests are conducted with the water supply main control valve fully open. The dry valve is operated by opening the system test valve to simu- late the opening of a sprinkler in fire conditions. Conduct a partial flow test during warm weather at least annually. Conduct a full flow test during warm weather at least once every three years. More frequent testing may be required by the authority having jurisdiction: 1 . Notify the authority having jurisdiction and those in the area affected by the test. Caution: Performing Step 2 of this test procedure will cause the dry valve to open. The accelerator will operate, the dry valve will trip, and water will enter the sprinkler sys- tem piping. 2. Operate the accelerator by performing the steps indicated below for the test procedure desired. a. For full flow test: 1. With the water supply main control valve open, fully open the main drain. Allow the flow to January 28, 1999 MODEL 0-2 ACCELERATOR . continue long enough to flush any foreign material from the water supply piping. 2. Close the main drain. 3. Open the system test valve to simulate operation of sprinkler. 4. Close the water supply main control valve after the accelera- tor operates and test is com- plete. Proceed to Step 3. b. For partial flow test: 1 . With the water supply main con- trol valve fully open, open the main drain. Allow the full flow to continue long enough to flush any foreign material from the water supply piping. 2. With the main drain fully open, slowly close the water supply main control valve until flow from the main drain is reduced as far as possible while main- taining the full flow from the main drain. 3. Close the main drain. 4. Fully open the priming level test valve to simulate operation of a sprinkler. 5. Close the water supply main control valve IMMEDIATELY af- ter the accelerator operates and the dry valve trips. 3. Record operating times as required by the authority having jurisdiction. 4. When operation time testing is com- plete, retum the system being tested to service. Perform Steps 1 through 13 of Paragraph lOA: PLACING AC- CELERA TOR IN SERVICE on Dry Valve Trim, and Technical Data for the dry valve and equipment used. B-4. Flow Testing on Pneumatic Re- lease Systems: 1. Notify the authority having jurisdiction and those in the area affected by the test. 2. Perform PERIODIC NON-FLOW TEST to verify proper operation of the Accelerator. Refer to Paragraph 11 B- 2: Non-Flow Accelerator Test. Caution: Performing Step 3 of this test procedure will cause the valve controlled by the pneumatic re- lease system to open. Water will enter the system piping. 3. Operate a detector or open a test valve to relieve pressure from the pneumatic release system (simulat- ing operation of the detection system). 4. When operation testing is complete, return the system being tested to . . ~;-: 9 January 28, 1999 .'JIKlN~8 _ service. Refer to Technical Data for the system used: a. Close the water supply main con- trol valve. b. Open all main drains and auxiliary drains. Allow enough time to com- pletely drain the system. c. Close all drains opened in step "b" above. d. Close the detector or test valve opened in step 3 above. 8. Perform steps 1 through 6 of Para- graph 108: PLACING ACCELERA- TOR IN SERVICE on a Pneumatic Release System. 12. ACCB..ERATOR MAMBW'.JCE (Refer to Figure 2.) A. On Dry Valves To remove a Model 0-2 Accelerator from the trim of the dry valve for inspection and/or maintenance: 1. Isolate the accelerator from the sys- tem by closing the shut-off valves on the accelerator trim. 2. loosen the accelerator air gauge to . vent the trapped air pressure from the accelerator. 3. Refer to Paragraph 12C: Disassem- bly. B. On Pneumatic Release Systems For installations with a 1/2" (15 mm) NPT ball valve between the accelerator and the point of connection to the pneumatic release system: The accelerator may be disassembled without taking the pneu- matic release system out of service. 1. Close the 1/2" (15 mm) ball valve located between the accelerator and the pneumatic release system. 2. loosen the accelerator air gauge to vent the trapped air pressure from the accelerator. 3. Refer to Paragraph 12C: Disassem- bly. C. Disassembly (Refer to Figure 2.) 1. To inspect and/or remove cover dia- phragm assembly (2), or actuator rod (4) with spring (5): . a. Remove the four round-head screws (16a) from cover (1) and lift off cover (1) from housing (7). b. Remove cover diaphragm assembly (2) for inspection. Blow air through filters and ori- fice. Replace the assembly if unit is plugged or damaged. Do not attempt to wash or clean the filters or orifice. Water may cause them to become plugged, requiring replacement of the as- sembly. c. Remove actuator rod (4) with spring (5) for inspection and cleaning. Replace the actuator rod (4) if it is pitted, corroded, or dam- aged. NOTE: Replace both U-cups (10), whenever actuator rod (4) is re- placed. See Step 2-c. 2. To inspect and/or clean seat (14) or inspect and/or remove clapper dia- phragm (13): a. Remove four round-head screws (16b) from base (15) and separate housing (7) from base (15). b. Remove clapper diaphragm (13) and housing spring (12) for inspection. c. To remove the lower U-cup retainer (11), and lower U-cup (10) for in- spection, carefully push them out of their seat from the opposite side of the clapper diaphragm (13). Up- per U-cup retainer (11) and U-cup (10) may be removed by pushing them out of their seat from the op- posite side of the housing insert (6). CAUTION: Use only a blunt tool, not more than 1/8" (3,2 mm) di- ameter, to push U-cups from their seats. Replace U-cups if dam- aged, and whenever actuator rod (4) is replaced. d. Inspect housing (7) and clean ori- fices as required. If necessary, re- move screen filter (9) from housing (7) for cleaning. Replace the 111 e MODEL 0-2 ACCELERATOR screen filter (9) if it is plugged or damaged. e. Inspect seat (14). If contamination is detected, wipe clean. If the seat is damaged, remove the damaged seat by tuming it counterclock- wise, threading it out of base (15). A 7/8" socket wrench is required. D. Reassembly (Refer to Figure 2.) 1. To re-install seat (14), reverse Disas- sembly Step 2 e. 2. To re-install clapper diaphragm (13), reverse Disassembly Steps 2.a. though 2.c. as required. a. Apply a non-petroleum based lubri- cant to U-cups and U-cup retainers to hold them in place during reas- sembly. b. Verify that locating pin and screen filter holes are properly aligned. 3. To re-install cover diaphragm (2), re- verse Disassembly Steps 1 .a. through 1.c. a. Hold actuator rod down so retaining ring (3) is flush with top of housing insert (6) when installing cover dia- phragm assembly (2). 4. Perform steps described in Para- graphs 9A and I or 9B and 9C of INSTALLATION as required to re-in- stall the accelerator. 5. Refer to Paragraph lOA and/or lOB of PLACING ACCELERATOR IN SERVICE, and Technical Data for the system used. 6. Verify that the water supply main control valve is open and all other valves are in their normal operating position. 7. Perform flow test and/or non-flow test (as appropriate) to verify proper operation of the accelerator. Refer to Paragraph 11 B-1: Non-Flow Test and I or Paragraph 11 B-3: Flow Test- ing on Dry Valves. 1111 '\IIKlN~8 January 28, 1999 - MODEL D-2 ACCELERATOR . ITEM PART DESCRIPTION MATERIAL NO. NO. NUMBERS REQ'D 1 Cover Brass Casting 1 , 2 05480B Cover Diaphragm Ass'y Various, Nitrile 1 @---V 3 Retaining Ring Stainless Steel 157 1 4 Actuator Rod Brass Rod 1 i 5 Actuator Rod Spring Stainless Steel 302 1 i 6 07748 Housing insert Brass UNS-C36000 1 7 Housing Brass Casting 1 8 05105S 118" Pipe Plug Steel 1 9 Screen Filter Stainless Steel 304 1 10 U-Cup Buna-N 2 11 U-Cup Retainer Stainless Steel 3021304 2 12 Housing Spring Stainless Steel 302 1 13 Clapper Diaphragm POlyethersulfone/EPDM 1 14 05344A Seat Brass Rod UNS-C36000 1 15 Base Brass Casting 1 16 a & b 08059 Round Head Screw Zinc Plated 1/4"-20UNC 3/4" 8 17 05472A Locating Sleeve Stainless Steel 304 1 18 05486A Anti-Flood Cover Brass Bar UNS-C36000 1 19 07048A Anti-Flood Cover Screw Stainless #8-32 UNC x 7/8" 2 20 Anti-Flood Assembly Various 1 -- Indicates part is not available from The Viking Corporation. . Indicates part is available in a Sub-Assembly only. See Sub-Assembly list. SUB-ASSEMBLIES AVAILABLE 9, 10 06058A Clapper Diaphragm Kit Various . 11, 13 3,4,5, 06091 A Repair Kit Various 9-12 ~ 18,19, 06057A Anti-Rood Kit Various ORIENT A nON 20 VIE.., i i ~ Replaces page 111 a-f, dated March 12, 1998 (modified Note B in Paragraph 5). ~2 -,~ fl I~~~ ...... 9. 0 18 ~ 112. NPT QuUel r()l DENOTES ASSEMBLY SEQUENCE, l.V NUMBERS IMPRINTED ON PART. NOTE THAT THE PlASTIC PARTS AND RUBBER DIAPHRAGMS ARE NOTCHED FOR PROPER ASSEMBLY. . Figure 2 FormNo.F_010898 UL/t-M FIRE PROTECTION PRODUCTS .. 8-1' I Mueller 1:0. J A tqc:olNTERNATIONAL LTO COMPliWY . 2-112',3',4',6',8', 10', 12' SIZES . IRON BODY WITH MUELLER@ PRO-GARDn. FUSION EPOXY COATED INTERIOR AND EXTERIOR SURFACES . OUTSIDE SCREW AND YOKE (O.S.& Y.)" .. . FLANGED END DIMENSIONS AND DRILLING COMPLY WITH ANSI B 16.1, CLASS 125 . MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF UL 262 AND FM 1120/1130 SPECIFICATIONS AND COMPLIES WITH NSF-61 . IRON WEDGE, SYMMETRICAL & FULLY ENCAPSULATED WITH MOLDED RUBBER; NO EXPOSED IRON . ADJUSTABLE PACKING . HANDWHEEL ---OPEN LEFT OR OPEN RIGHT . 200 PSIG (1379 kPa) WORKING PRESSURE- 400 PSIG (2758 kPa)TEST PRESSURE . EPOXY COATING MEETS OR EXCEEDS ANSI/AWWA C550 AND COMPLIES WITH NSF-61 R-2360-6: O.S.&Y. RESILIENT WEDGE GATE VALVE WITH FLANGE ENDS PARTS LIST Catalog Description Material Material standard Part No. G.I Cap Nut Bronze ASTM B62 G.3 Hand Wheel Cast Iron ASTM A 126 CLB G.4 Washer Brass G-5 Bush Nut Bronze ASTM B584 G-7 Gland Nut Bronze ASTM B21 Alloy 464 G-8 Packing Gland Ductile Iron ASTM A536 GR.65-45-12 G-IO Gland Bolt Steel ASTM A 307 Grade B. Zinc Plated G-II" Yoke Bolt & Nut Steel ASTM A 307 Grade B. Zinc Plated G.16 Bonnet Bolts & Nuts Carbon Steel ASTM AJ07 Grade B. Zinc Plated G-23 Stem Packing Lubricated Rax G-206 Guide Cap Bearings Celcon G-209 Wedge. Cast Iron'" ASTM AI26CLB Rubl:ier Encapsulated G.211 Bonnet Gasket Rubber ASTM 02000 G-212 Body Cast Iron ASTM AI26CLB G.213 Stem Bronze ASTM B 138 G.214 ' Bonnet & Yoke wlBushing Cast Iron ASTM AI26CLB G.215 ,. Bonnet Cast Iron ASTM A 126 CLB G-216 .. Yoke Cast Iron ASTM A126CLB G.217 O-ring Nitrile ASTM 02000 G-218 Disc Nut Bronze ASTM B62 G-219 Stem Nut Pin Stainless Steel Type 304 DIMENSIONS I Dimension* Nominal Size ~ 2-112" 13" 4" 6" 8" 10" 12" A 19.50 19.25 23.68 3138 38.50 47.00 53.50 AA 15.75 15.50 19.00 24.50 29.50 35.75 40.50 E 7.00 7.00 10.00 12.00 14.00 16.00 16.00 R 7.00 7.50 9.00 I LOO 13.50 16.00 19.00 Q 7.50 8.00 \9.00 10.50 I L50 13.00 14.00 UU 5.50 6.00 7.50 9.50 11.75 14.25 17.00 FFF ~number and size 4---3/4" 4.--3/4" 8---314" 8--- 718" 8--- 7/8" 12---'" 12---1" of ho es) Turns to open II III 114 20.5 27 33.5 39 I Weight + 68 172 1130 194 289 448 596 I + All dimensions are in inches. All weights are in pounds and Me approximate. , 2-112" - 6" sizes have one'piece bonnet & yoke. ., 8".12" sizes have separate bonnet & yoke. ,.. Fully encapsulated in molded rubber with no iron exposed. R-2360-6 ~ _G-216.. ~ ....G-5 ../" G-21J G-16 G-211 G-217 G-218 ...-G-2O!l ____ G-206 '-/' j=J:b////ffi.- -E-------1 __L .~ A(open) AA(dOsedl R Page 8-1-6 REV 6-97 FIRE SPRINKLER SYSTEM #S5S-288 AIR COMPRESSORS SPECIFICATION SHEET EFFECTIVE MARCH 14, 1988 BASE-PLATE AND TANK-MOUNTED 30-40 PSI OPERATION ALTERNATE PRESSURES AVAILABLE SYSTEM SIZE AUTO AIR PERFORMANCE MAXIMUM GALlONS SINGLE PHASE! THREE PHASE @30-40 PSI APPl. IN SYSTEM TO BE MOOEl 115VG> OR 2OOV, Z30V CONTROL PUMP CFM SHIP PUMPED TO 40 HP PSI SET 30-40 230V OR 460V GROUP RPM CFM DEl'D WT. PSI IN 30 MINUTES SPECIFY WHICH VOlJAGE PART' DISP. AIR 220 .l.F13S-BS ACGF 700 3.5 2.9 90 290 .1. F125-BS ACGF 935 4.6 3.8 90 K15S-BS CI 350 F345-BS .' - ACGF 1100 5.5 4.4 95 w w/CONTROL GROUP ... 425 t K345-BS ACGK 5701 6.5 5.3 110 z ;:) 480 F15-BS SEE SEE ACGF 1475 7.3 6.0 100 0 1 Auto control group mounted ~ 600 K15-BS NOTE NOTE AC~K 790 9.0 7.4 115 and wired if ordered with unit. w (!) 0) ~ 870 11 K15S-BS ACGK 1140 13.0 10.7 120 (includes pressure switch, ~ 980 K25-BS ACGK 1320 15.0 12.3 140 check valve, manifold, safety IL 2 025-BS valve & mounting) ail 1200 ACGO 700 18.9 15.0 188 ~ 1725 3" 03S-BS ACGO 970 26.1 21.2 198 NOTES III 1950 5 DC55-BS SEE NOTE <9 ACGJ . 1080 29.1 24.2 220 17 and 30 gallon standard air 2250 J5S-BS ACGJ 865 32.0 27.6 276 receivers 165 PSI working 220 .l. F13S-30S 700 3.5 2.9 160 pressure Q) ASME & ASME-NB optional 290 .1. F125-30S (I) 935 4.6 3.6 160 350 t F345-30S ~Cii~ 1100 5.5 4.4 165 G>Only available through 2 CI 425 .!!!a..Q) 570 6.5 5.3 160 HP w K345-30S eo= ~ Single phase motors ... 480 F15-30S SEE SEE ""0 1475 6.0 170 z 1 0_ 7.3 through 3 HP include ;:) 600 K15-30S NOTE NOTE OQ)U 190 automatic thermal overload 0 u(I)..!!! 790 9.0 7.4 ~ 870 11 K 155-30S (!) 0) 4)(0::: 1140 13.0 10.7 200 protection :01: --0 Ol Three phase motors should z 980 K25-30S 5~8. 1320 15.0 12.3 210 be protected with magnetic ~ 2 025-30S 4- OC(I) 1200 EO(l) 700 16.9. 15.0 323 starter 1725 3 03S-30S 0(1) 970 26.1 21.2 333 G> 5 HP models (BS and .)e..r;:Q) 30S) include magnetic 1950 OC55-30S C__ 1080 29.1 24.2 355 5 SEE NOTE <9 llI-C starter mounted and 2250 J5S-30S I-~;::' 865 32.0 27.6 410 wired as standard equipment OPTIONS AND ACCESSORIES PART NO. ACCESSORY MAGNETIC STARTERS Single 115V thru 1'12 HP I 230V thru 2 HP Phase 115V 2 HP I 230V 3 HP Three Phase 200-230-460V thru 3 HP MANUAL STARTER (sIngle phase thru 1 Hp) ASME TANK ASME-NB TANK 17 gallon 30 gallon 17 gallon 30 gallon ON.QFF SWITCH 2 & 5 HP 3 HP 17 GALLON TANK (Instead of 30 gal. tank - deduct amount listed from 30 gal. model price - designate model I.e. K15S-17S) ~~ - K15S-30S C DIMENSIONS lAW H BOlA. F BASE-PLATE 20 19 12 14 10 II K BASE.PLATE 20 19 12 16 10 l OG BASE-PLATE 28 22 16 18 10 l J BASE-PLATE 35 21 17 22 14 %. I F TANK.MOUNTED 38 22 16 31 14 Il K TANK-MOUNTED 38 22 16 33 14 l DC TANK.MOUNTED 38 22 16 35 14 l J TANK.MOUNTED 38 22 17 37 14 JJ ~, '. Emglo Products Corporation 303 Industrial Park Road, Johnstown, PA 15904 814-266-8656 FAX 814-266-5480 1 oT~ I -i8) I II--- B --I I w- MO$A.1 MOSC.1 MOSA-3 MS _ Pl8te Mounted Models A17UM A30UM A17U A30U SW3 SW4 ~-r- r~I). i .;b ~_.1 CIlla.J'- A _J- >-- B--' t--".. L -. ,--- w --l TlII1k Mounlled Models DEDUCT January 28, 1999 . ~IKlNQ;e 1. PRODUCT NAME Viking Model D-2 Air Pressure Maintenance Device Part Number 02280C Available since 1973 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945-9501 (877) 384-5464 Fax: (616) 945-9599 e-mail: techsvcs@vikingcorp.com . . 3. PRODUCT DESCRIPTION The Viking Model D-2 Air Pressure Maintenance Device is a pressure regu- lator that automatically reduces the sup- ply air pressure to a preset requirement when connected to a constantly main- tained air supply. 4. TECHNICAL INFORMA nON LISTINGS AND APPROVALS UL listed, Guide No. VIOT, Control No. 955A CaUL Usted and FM Approved Approved by the New York City Board of Standards and Appeals, Calendar No. 219-76-SA VDS Approved MATERIAL STANDARDS Refer to Figure 1 on page 127 b. Minimum Recommended Ambient T em- perature: 40 "F (4 "C) FormNo.F_041989 Shipping weight of Model D-2 Air Pres- sure Maintenance Device (Viking Part No. 02280C): 3 pounds, 8 ounces (1,59 kg). 5. FEATURES A. Replaceable air filter. S. Air pressure setting is factory set at 40 psi (276 kPa) [inlet pres- sure to 175 psi (1207 kPa)). Out- let pressure setting range is 5 to 75 psi (:i: 2 psi) (34,47 to 517,11 kpa). Air pressure setting may be readjusted after installa- tion. See paragraph 9-A, RESET- TNG. C. Ball check to prevent back flow. D. Restriction 1/16" (1,59 mm) to prevent rapid repressurization of a system. E. 1/4" (8 mm) tapped inlet and out- let. F. Available preassembled with by- pass trim. Order Viking Part Num- ber 07459 (includes Model D-2 Air Pressure Maintenance De- vice, Part Number 02280C). See Figure 2 on page 127 b. 6. AVAILABILITY AND SERVICE Viking Model D-2 Air Pressure Main- tenance Devices are available through a network of domestic and international distributors. See the Yellow Pages of the telephone direc- tory for closest distributor (listed un- der "Sprinklers- Automatic-Fire") or con- tact Viking. Viking technical data may be found on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this technical data page. 7. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact The Viking Corporation directly. 8. INSTALLATION The Viking Model D-2 Air Pressure Maintenance Device regulates and re- stricts air flow. 1. The air or nitrogen supply provided to the Viking Model D-2 Air Pressure Maintenance Device must be con- tinuous, clean, dry, and oil free. 2. Install the Viking Model D-2 Air Pres- sure Maintenance Device in the air or nitrogen supply piping between two valves to allow isolation of the device for maintenance and adjust- ment. a. A union should be installed be- tween the outlet of the Air Pres- sure Maintenance Device and 127 a MODEL 0-2 AIR PRESSURE MAINTENANCE DEVICE Product Note: The Viking Model D-2 Air Pressure Maintenance De- vice, preassembled with bypass trim (Viking Part Number 07459), pro- vides the necessary isolation valves, union, and bypass trim valve. Refer to Figure 2 on page 127 b. the downstream isolation valve for servicing. 3. Bypass piping may be provided to allow initial pressurization of system piping more rapidly than the re- stricted air flow through the Air Pres- sure Maintenance Device will allow. a. Bypass trim must include a valve which must be closed for the Air Pressure Maintenance Device to function. See Product Note above. 4. The Air Pressure Maintenance Device must be located in an area where the minimum ambient temperature is 40 "F (4 "C) or higher, and not subject to mechanical damage. 5. Determine the appropriate pressure to be maintained in the system. Refer to System Data and Technical Data for the system and components used. 6. If adjustment is necessary, refer to paragraph 9-A RESETTING. 9. MAINTENANCE The Viking Model D-2 Air Pressure Maintenance Device should be checked for correct pressure regulation after in- stallation or repair by noting the air pres- sure reading within the system. If ad- justment is necessary, refer to para- graph 9-A RESETTING. The filter should also be inspected and replaced or cleaned as required. A. RESETTING (Refer to Figure 1 on page 127 b) On installation or after repair, adjust- ment may be necessary. 1. Tum air supply on and check down- stream pr~ssure for desired reading. 2. If adjustment of downstream pressure is necessary: a. Loosen lock nut (No.3) b. Turn adjusting screw (No.1) clock- wise to increase pressure or counter clockwise to decrease pressure. c. Tighten lock nut. B. DISASSEMBLY 1. WARNING: Do not disconnect or disassemble the Air Pressure Main- tenance Device without closing the inlet and outlet isolation valves (Re- fer to Figure 2, page 127 b). . 2. ,CAUTION: System air pressure Will be trapped between the outlet ?f the Air Pressure Maintenance DeVice Replaces page 127 a-b, dated September 26, 1996 (added outlet pressure range). 127 b 'JIKlNG8 TECHNICAL DATA January 28, 1999 MODEL 0-2 AIR PRESSURE MAINTENANCE DEVICE . B A B 2-5/32' <54.8 MM) Description Adiustment Screw Spring Lock Nut Cover Spring Retainer #10-24 x 5/8" (15,9 mml Lg R.H.P.D. Diaphraom Diaphraom Plate Schrader Valve Core Assembly Item No. ~ 2 --L- -A- ---L- 6 ~ -----'L- Part No. 02273A 01791 A 02275A 02276A 04505A 9 06418A Material Specification Brass. UNS-C36000 Stainless Steel. UNS-S30200 Brass. UNS-C36000 Brass. UNS-C84400 Brass UNS-C36000 Stainless Steel. UNS-S302oo Neoprene. ASTM 02000 Stainless Steel. UNS-S31600 Brass, UNS-C26000 Brass. UNS-C36000 Stainless Steel. UNS-S302oo Brass, UNS-C84400 Brass, UNS-C36000 Stainless Steel. UN5-S302oo Stainless Steel, UNS-S302oo Nitrile, (Buna-Nl Brass UNS-C26000 Brass, UNS-C26000 Copper, UNS-C11oo0 Sintered Bronze Brass, UNS-C36000 No. Req'd 1 1 1 1 1 6 ~ Body --1.L... Valve Housing 12 Spring 13 Ball ~ O-Ring ~ Retainer Plate ~ Retainer 17 Filter Seal 18 Filter -----1L 02271 B Filter Cap . Indica es part is available in Sub-Assembly 4-13/16' <122 MM) +/- 1/4' (6,4 MM) --Indicates replacement part not available depending on pressure setting Sub-Assemblies ~ 01792A Diaphragm Assembly 9,11-16 07240 Housing Kit 17.18 03007 A Filter Kit Figure 1 Viking Air Pressure Maintenance Device (Viking Part Number 02280C) and the downstream control valve. Relieve pressure before proceeding with disassembly. a. Carefully loosen the union be- tween the outlet of the Air Pres- sure Maintenance Device and the downstream control valve to relieve pressure. 3. To prevent accidental tripping of the system, manually maintain system air pressure at a constant level while the Air Maintenance Device is out of service. 4. When placing system in operation. open the INLET globe valve first! 1 1 1 1 1 1 1 1 1 1 . 9-3/4'. (247,7 MM) 1/2' <15 MM) NPT Inlet ~- ~~~ 4-1/8' <104,8 MM) , Viking ~ Air Pressure .r Maintenance Device <Included) 114' (8 MM) NPT Plug 1/4' (8 MM) I sola tion - Valves - NorMally Open 112' (15 MM) Bypass Shut-Offtva. NorMally Closed -=1~ ~_ IWt> I 7-]/16' <182,6 MM) U -I . .... . +/- 1/4' (6,4 MM) depending on pressure setting used RepIoces page 127 a-b, dated Septerrber 26. 1996 (added outlet pressure range). Figure 2 Air Maintenance Device and Preassembled Trim with Bypass (Viking Part Number 07459) Fonn No. F _041989 @lroTTER TYPICAL ELECTRICAL CONNECTIONS ho. CO~ I FIG. 3 6.19 4.75 3.6Z 3.00 -- I .~ ~ 0 LD 2.88 I' I' rL~ I I , I , I 1,..,; ROD EXTENDED LOCAL CIRCUIT TO POWER FOR INDICATING DEVICE TO SUPERVISORY CIRCUIT OF CONTROL PANEL DIMENSIONS -2.25-" -2.00- O~\ I I T- 'T .88 ~ ROD RETRACTED H :tj--1.56-. rLl., I I I I I I V D\lG. .979-5 INDICATING DEVICE I I . I I :i I T N.O. I CO~ N.C. 1 fEND OF LINE RESISiOR . owe. i"'~' Contacts shown in normal (valve open) condition. ORDERING INFORMATION MODEL OSYSU-1 OSYSU-2 <1- OSYSU...1 ...2 , OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH . FIG. 4 PARTS GROUND SCRE\'! TRIP ROD LOCKING SCRE\'! TRIP ROD DIIG. .979-6 l::,;? . TYPICAL SWITCH ACTION OPEN VALVE POSITION COM. ~ SW#l~ N.C. I I COM. :~ SW #2b.J.... .w. ~ CLOSED VALVE POSITION C~O' N.O. SW #1 _ -N.C. I I CO~.: N.O. SW #2 _I -N.C. L- DWG. #979-2 DESCRIPTION Outside Screw & Yoke-Supervisory Switch (Single switch) Outside Screw & Yoke-Supervisory Switch (Double switch) Cover Screw Hex Key for Cover Screws and Installation Adjustments Optional Cover Tamper Switch Kit STK. NO. 1010106 1010206 5490293 5250062 0090131 .1 For pressure reducer type valve installation kits (if required) contact valve manufacturer. PRINTED IN USA MKT. #8820004 - REV B MFG. #5400979 PAGE40F4 @ POTIER Potter Electric Signal Company 2081 Craig Rd.,/P.O. Box 28480 ,St;Louis, MO 63146 (314)878-4321/ (800) 325-3936 MODEL PS40 PRESSURE SUPERVISORY SWITCH INSTALLATION INSTRUCTIONS Potter Electric Signal & Mfg. L TO 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416) 441-1833 MODEL PS40 PRESSURE SUPERVISORY SWITCH FOR MONITORING HIGH AND/OR LOW PRESSURE V ARIA l10NS The Model PS40 Pressure Switch Is intended primarily to detect a 10 PSI Increase and/or decrease from normal system pressure. -: Model PS-4O-1 for high or low supervision. --..: Model P5-40-2 for high and low supervision. UL & ULC USTED, FM & LPC A~PROVED Typical Applications: Dry Pipe System - Air Pressure Supervision Pressure Tanks - Pressure Supervision Air Supply - Pressure Supervision , Water Supply - Pressure Supervision Factory Adjustment: PS4o-1 Operates on decrease at 30 PSI PS4o-2 Operates on decrease at 30 PSI Operates on Increase at 50 PSI Pressure Range: 20 - 225 PSI Adjustable Differential: Approx. 3lbs. @ 20 PSI- 10 Ibs. @ 250 PSI INSTALLATION AND TEST PROCEDURES Mounting: Device should be mounted in upright position (threaded connection down). Dry System: Connect PS40 In air supply line on the system side of any shutoff or check vlave. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. Provision for testing the unit can be accomplished with the Installation 01 a Potter Bleeder Valve (Model BVL) In the line to the PS40. Testing: The operation of the pressure supervisory switch should be tested upon completion of Installation and periodically thereafter in accor- dance with the applicable NFPA standards and/6r the authority having jurisdiction, but under no circumstances less than semi-annually. Testing the PS-40 may activate other system connected TYPICAL DRY SYSTEM 5(af -;1(; {/ -{,yr P540 P510 ALARM PRESSURE SWITCH Q CHECK VALVE DWG. .5400747.30 WATER BY-PASS (TEST! VALVE , -M----I><1- LOCAL ALARM SHUT-OFF _.~_ ._~~~VE TYPICAL ELECTRICAL CONNECTIONS WATER MOTOR GONG ~ lOCAL CIRCUIT ~: -~~='" CLASS B (eND-OF-UNe ReSISTOR) C<T. ~HQfN.C. LO'il'H.C. co..l. cou. 0--- I.... TO suPERVlSQR'l' M.O. END-Of -uNE- C,"CUI~~ ,] ReSISTOR OWG. .5400747.15 NOTE: Switches are shown In standby condition with "normal" pressure applied. Switch .1, (high) changes wtth pr86sure Increase. Swltch.2 (low) changes with pressure d8Crea~e. PRINTED IN USA Maximum Operating Pressure: 250 PSI Switch Contacts S.P.D.T. (Form C) 10.0A@ 1251250V AC 2.5A @ 0 - 30V DC Reslstlve PS4o-1 One Set Operates on Decrease PS4o-2 One Set Operates on Decrease One Set Operates on Increase Pressure Connection: 112" NPT Male Environmental Umltatlons: Indoor or Outdoor Use Temp.: -400F to 1400F /-40.C to 600e (Not for use In hazardous locations) Models Available: PS40-1 Stk. No. 1330401 , PS40-2 St!<. No. 1330402 <}- Optional: Cover Tamper Switch - Stl<. No. 5420219 FIELD ADJUSTMENTS The operating point of the Low Switch can be adjus19d to any point between 20 and 225 PSI by turning the adjustment nut clockwise to raise the actuation point. and counter-clockwise to lower the actuation point The High Switch can be separately adjusted to any pressure within 50 PSI of the Low Switch (225 PSI Max.) with the High Switch Adjustment screw. Final setting should be made with an appropriate gauge. PRESSURE SWITCH ADJUSTMENT N.C. N.O. COM. HI LO ADJUSTMENT ~ NOTE: HIGH SWITCH UU ~~~~:~: ( : NUT APPROX. PRESSURE SETTINGS: A-OPS! ~ B .125 PSI C-250 PSI DWG. 1154000743-30 SERVICE USE Centnl Slellon NFPA.-71 Loc.' NFPA-72A "uxlllll;ry NFl'A-728 RemOI. St.llon NFPA-72C Proprl",.ry NFPA-720 .. NOTE: TO PREVENT lEAKAGE, APPLY TEFlON TAPE SEALANT TO MALE n!READS ONLY. WARNING: USE OF PIPE JOINT CEMENT MAY RESUlTlN OBSTRUCTION OF APERTURE AND LOSS OF SIGNAL PRESSURE SWITCH TERMINATIONS PRESSURE INCflEASE~ COM:o:) o ~oo co"'. Jd.O. N.C. ~ '"'.~U~:.~, D<C"ASf~ 600 COM. M.O. IIt.C. SWITCH TERMINAL CONNECTIONS FOR SUPERVISED CIRCUITS CI6mplng Plate Termlnsl ,-~. '<: CAl1T1ON AN UNlNSUlA TED SECTION Of A SINGLE CONDUCTOR SHOUlD NOT BE LOOPED AROUND mE TERMINAL AND SERVE I>.S 1WO SEPAAATE CONNEC- TIONS, THEWlRESHOULD BE SEVERED TO SERVE AS 1WOSEPARA TE CONNEC- TIONS. THEREBY PROVIDING SUPERVI" SION OF THE CONNECTION IN THE EVENT THAT mE WIRE SECOMES DIS- LODGED FROM mE TERMINAL ~.,~"., OUTGOI/lG -- DWG. .5400710.31 ~ REV B BULLETIN 141 PAGE 1 OF 1 ~'PO' TIER '..A", ,'" .', " ~:'H ' ;'i'~:""' ,'. MODEL PS10 PRESSURE ALARM SWITCH' INSTAllATION INSTRUCTIONS Potter Electric Signal Company 2081 Craig Rd.,IP.O. Box 28480 . ,St. louis, MO 63146 (314)878-4321/ (800) 325-3936 MODEL PS10 PRESSURE SWITCH FOR MONITORING DRY PIPE OR WET ALARM CHECK VALVES . ""i:;,\ULAND ULC USTED, FM & LPCAPPROVED Pressure Connection: 1/2"NPT Male Factory Adjustment: Operates on Pressure Increase at 4.8 PSI Environmental LImitations: Indoor or Outdoor Use Maximum Differential: 3 PSI Temp.: -40oF to 1400F I -40oC to 600C (Not for use in hazardous locations) Maximum Operating Pressure: 175 PSI Switch Contacts: S.P.D.T.lForm C) 10.0A@ 125/250V A 2.5A @ 0 - 30V DC One set in PS10-1 Two set in PS 10-2 Potter Electric Signal & Mfg. L TO 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416) 441-1833 Models Available: PS10-1 Single Switch. Stk. No. 1330101 PS10-2 Double Switch. Stk. No. 1330102<1- Optional: Cover Tamper Switch - Stk. No. 5420219 TYPICAL WATERFlOW ALARM INSTAllATIONS METHOD 1: WET SYSTEM wml OR WITHOUT EXCESS PRESSURE PS10 o ., METHOD 2: WET SYSTEM NOT APPUCABLE FOR CENTRAL STATION PS10 wm.u WQTOft GONG ~AET"'RD LOCAL ...... Sl1IJT"OFf YAlVE wET L m.." ~ ALA"" <:HE" VA1.Yt! ~ B'I'.PASS "'''Lve WET ~ SYSTEM ALARM CliECIt V"l.YE -fXJ-- WAnA LOCAL ALAIU" BY-PASS Sl-iUTOFF VALVE VAlve o ... },-> mV'1 DWe. 01'5400715-31 Ov:\.~("lf+ DRY SYSTEM PS10 ~~ft CAUTION: CLOSING OF ANY SHUT OFF VALVES BElWEEN THE AlARM CHECK VALVE AND PS10 WILL RENDER THE PS10 INOPERATIVE. <';;;r~'F" ''''~ ~ ,""",.,. CHECK VALVE OftV SYSTEM ALARU CHECK VALVE --l><I----l><J-- WATER LOCAL AlAR" .\'-PA55 SHUT OFF VALVE VALVE DWe. '5400715-30 os.y ~ VALVE 'r ADJUSTMENT NUT PRESSURE SWITCH TERMlNA TIONS "'OM. N.O. N.C. -:::u=u= @ @ ,JtE..UltE ,....::B;: COM. M.O. I\I.C. APPROX. PRESSURE SETTINGS: A.O PSI B-10 PSI SWITCH TERMINAL CONNECTIONS FOR SUPERVISED CIRCUITS CLAMPING PLATE TERMINAL , ~~ o~,,'G ~ ~~~I.C 0111(;0111'.....- CAUTION: DWe. 01'5400710-31 AN UNINSULATED SECTION OF A SINGLE CONDUCTOR SHOULD NOT BE LOOPED AROUNO THE TERMINAL AND SERVE AS lWO SEPARATE CON. NECTIONS. THE WIRE MUST BE SEV. ERED TO SERVE AS lWO SEPARATE CONNECTIONS. THEREBY PROVID. ING SUPERVISION OF THE CONNEC- TION IN THE EVENT THAT THE WIRE BECOMES DISLODGED FROM THE TERMINAL. ,_n.__ s<''''C[ u.< _=:::::~ C.nt'1l1 Su.lon NFPA-11 ~~ :~~~~lt:Yslallon :::::~H PIOpllllur NFPA-120 DWG. 01'5400745-30 NOTE: TO PREVENT LEAKAGE, APPLY TEflON TAPE SEALANT TO MALE THREADS ONLY. WARNING: USE OF PIPE JOINT CEMENT MAY RESULT IN OBSTRUCTION OF THE APERTURE AND LOSS OF SIGNAL ::!",~:.:~t~~,~~;~""!(S\;~~;c::,,,.;:;;,.:,,;\,,.-,.:;c> .' . INST AlLA liONS & TEST PROCEDU RES . MOUNTING: Device should be mounted in upright position (threaded TESTING: Accomplished by opening the inspectors end-of-lIne test valve. connection down). Allow time to compensate for system or control retard. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. . . ~ ,,'? TESTING: The operation of the pressure alarm switch should be tested upon completion of installation and periodically thereafter in accordance with the applicable NFP A standards and/or the authority having jurisdiction, but under no circumstances less than bl-monthly. WET SYSTEM: METHOD 1: When using PS 1 0 and control unit with retard - connect PS 1 0 . Into alarm port piping on the Input side of retard chamber and electrically , connect PS10 10 control unit thaI provides a retard to compensate for Burges. Insure that no shut off valves are present between the alarm check valve and PS10. METHOD 2: When using the PS 1 0 for local bell application or with a control that does not provide a-retard feature - the PS 1 0 must be installed on the alarm outlet side of the retard chamber of the sprinkler system. . ~ Not applicable for Central Station Service. WET SYSTEM WITH EXCESS PRESSURE: Connect PS10 into alarm port piping extending from alarm check valve. Retard provisions are not required. Insure that no shut off valves are present between the alarm check valve and the PS10. TESTING: Accomplished by opening the water by-pass test valve or the Inspectors end-of-line test valve. When using end-of-line test, allow time for excess pressure to bleed off. DRY SYSTEM: " Connect PS10 into alarm port piping that extends from the intermediate chamber of the alarm check valve. Install on the outlet side of the In-line check valve of tho alarm port piping. Insure that no shut off valves are present between the alarm check valve and the PS10. TESTING: Accomplished by opening the water by-pass test valve. 1 CAUTION' The above tests may also activate any other circuit closer or ; waler molor gongs that are present on the ~~em. LOCAL CIRCUIT TRANSFORMER OR BATTERY POWER ~FQ SICNAUNC N.O. OEVICE TYPICAL ELECTRICAL CONNECTIONS ClASS B (END-OF -UNE RESISTOR CIRCUIT) ClASS A SUPER'iISEO LOOP cow. CON. ~ SW. I sw. 2 PRINTED IN USA lO~'C. COHTROl COM. ReSISTOR UNl:T N.O. DWG. #5400745-15 BULLETIN 745 PAGE 1 OF 1 REVB ~.. . . . September 28, 1998 "'IKlN~@ TECHNICAL DATA _':~~>J';lz<il~' ,'i Viking Micromatic@ ModelM Sprinkler' ~ '>' , ~ Figure A 'A"~1;,;.;;i ;' ;.;.;(t;.<. Maximum spacing: 15 ft. (4,57 m) Minimum spacing: 6 ft (1,8 m) Minimum operating pressure: 7 PSI (48,3 kPa) Glass-bulb fluid temperature rated to -65"F (-55 "C) Rated 175 PSI (1 207 kpa) water working pressure Factory tested hydrostatically to 500 PSI (3 448 kPa) Spring: USA Patent No. 4,167.974 Materials: Frame - Brass castings UNS-C84400 Deflector - Brass UNS-C26000 Bulb - Glass with glycerin solution; Nominal 5 mm diameter Seal - T eflon<<> tape Spring - Nickel alloy Screw - Brass UNS-C36000. Pip Cap - Copper UNS-C11000 and Stainless Steel UNS-S30400 Teflon<<> Sprinklers: Spring - Nickel alloy, exposed Screw - Brass UNS-C36000 Pip Cap - Copper UNS-C11000 and Stainless Steel UNS-S30400; T eflon4ll coated Polyester Sprinklers: Spring - Nickel alloy, exposed Screw - Brass UNS-C36000 Pip Cap - Copper UNS-Cl1000 and Stainless Steel UNS-S30400 Accessories: Sprinkler Wrench Standard Micromatic4ll Wrench: Part No. 05000CM Wrench for coated and recessed sprinklers: Part No. 07398W Refer to .Sprinkler Accessories' for other accessories. Upright. /,,; ,-'~;~" 1. PRODUCT NAME Viking MicromatiC<<> Model M SPri~ Styles: U ri ht, endent, and Conven lona Manufactured since 1997 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058, U.S.A. Telephone: (616) 945-9501 (877) 384-5464 Fax: (616) 945-9599 e-mail: techsvcs@vikingcorp.com 3. PRODUCT DESCRIPTION The Viking Micromatic4ll Model M Sprin- kler is a small, thermosensitive glass- bulb spray sprinkler. The sprinkler is available in several styles, finishes, tem- perature ratings, and orifice sizes to meet design requirements. The small frame and rugged 5 mm glass bulb are aesthetically pleasing. Used in conjunc- tion with one of the various corrosion-re- sistant coatings, the unit provides pro- tection against many corrosive environ- ments. In addition, the special polyester or T eflon4ll coatings can also be used in decorative applications where colors are desired. During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 4. TECHNICAL DATA See Table 2 (page 11 c) and Table 3 (page 11 d) for list of approvals. Pendent Convef!tional Note: Units of measure in parentheses may be approximations. FormNo.F_100397 Sprinkler 11 a MICROMA TIC@ MODEL M SPRINKLER Available Finishes: Chrorne-Enlo~ (patents pending), Brass, Bright Brass, White Polyester, Black Polyester, Black Teflon@, or Wax-Coated Brass or Polyester 5. AVAILABilITY AND SERVICE Viking sprinklers are available through a network of domestic, Canadian, and international distributors. See the Yel- low Pages of the telephone directory for a local distributor (listed under "Sprinklers-Automatic-Fire") or contact The Viking Corporation. Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data page. 6. GUARANTEES For details of warranty, refer to Viking's current price schedule, or contact The Viking Corporation directly. 7. INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rigid requirements of the approving agency. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating, or modification, may render the sprinkler inoperative and will auto- matically nullify the approval and any guarantee made by The Viking Corpora- tion. A. Sprinklers are to be installed in ac- cordance with the latest published standards of the National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachver- sicherer or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install sprinklers that have been dropped, damaged, or ex- posed to temperatures in excess of the maximum ambient temperature allowed. Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. If a glass bulb lacks the appropriate amount of fluid, it should be set aside Replaces page 13 a-d and page 11 a-d, dated August 3, 1998 (updated list of approvals). Sprinkler 11 b 'JIKlN~@ TECHNICAL DATA Sprinkler Nominal Sprinkler Ceiling Temperature at Sprinkler Temperature Temperature Rating Max. Ambient Max. Recommended Classification (Fusing Point) Temp. Allowed' Ambient Temp.2 Ordinary 135 "F (57 "C) 115"F (46 "C) 100 "F (38 "C) Ordinary 155 "F (68 "C) 135"F (57 "C) 100 "F (38 "C) Intermediate 175 "F (79 "C) 155 "F (68 "C) 150 "F (65 "C) Intermediate 200 "F (93 "C) 180 "F (82 "C) 150 "F (65 "C) Intermediate 212 "F (100 "C) 192"F (88 "C) 150 "F (65 "C) High 286 "F (141 "C) 266 "F (130 "C) 225"F (107 "C) Extra High 360 "F (182 "C) 340 "F (171 "C) 300 "F (149 "C) Ultra HighS 500 "F 260 "C 480 "F (249 "C) 465 "F (240 "C) Sprinkler Finishes. rass, right Brass, Chrome-Enloy4D, White Polyester, Black Polyester, and ack Teflon4ll Corrosion-Resistant Coatlngs4: Polyester and Teflon411 in all temperatures, Wax-Coated Brass, and Wax over Polyester in the following temperatures: 135 "F (57 "C) White Wax 175 "F (79 "C) Dark Brown Wax 155 "F (68 "C) Light Brown Wax 200 "F (93 "C) Dark Brown Wax 212 "F (100 "C) Dark Brown Wax ~ Bulb Col0r3 Orange Red Yellow Green Green Blue Mauve Black FOOTNOTES , Based on National Fire Prevention and Control Administration Contract No. 7-34860. 2 Based on NFPA-13. Other limits may apply depending on fire loading, sprinkler location, and other Authority-Having-Jurisdiction requirements. Refer to specific installation standards. 3 Temperature rating is stamped on the deflector. 4 The corrosion-resistant coatings have passed the standard corrosion test required by the listed approving agencies. These tests cannot and do not represent all possible corrosive environments. Prior to installing. verify through the end user that the coatings are compatible or suitable for the proposed environment. The coatings indicated are applied to the exposed exterior surlaces only and, therefore. cannot be used as open sprinklers. Note that the spring is exposed on the Teflon4D-coated sprinkler and the White Polyester sprinkler. S Sprinklers of Ultra High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 "F (149 "C). Where the ambient temperature around the Ultra High temperature rated sprinkler is significantly reduced below 300 "F (149 "C), response time of the Ultra High temperature rated sprinkler may be severely retarded. Table 1 and retumed to Viking (or an author- ized Viking distributor) for analysis as soon as possible. If the sprinkler is not retumed to Viking, it should be destroyed immediately. C. Corrosion-resistant sprinklers must be installed when subject to corrosive atmospheres. When installing corro- sion-resistant sprinklers, care must be taken not to damage the corro- sion-resistant coating. Use only the special sprinkler wrench and immedi- ately replace any damaged units. D. Before installation, be sure to have the appropriate sprinkler model and style, with the proper orifice size, temperature rating, and response characteristics. The sprinklers must be installed after the piping is in place to prevent mechanical damage. 1. Install escutcheon (if used), which is designed to thread onto the ex- ternal threads of the sprinkler. When installing sprinklers using a Model E-1 or Model F-1 Escutch- eon, thread the center adapter ring onto the extemal threads of the sprinkler. Refer to the 'Sprin- kler Accessories. section of the Viking Engineering and Design Data book for approved escutch- eons and other accessories. 2. Apply a small amount of pipe-joint compound or tape to the external threads only, taking care not to allow a build-up of compound in the sprinkler orifice. 3. Install the sprinkler on the piping using the special sprinkler wrench only, while taking care not to dam- age the sprinkler operating parts. (Any other type of wrench may damage the unit). DO NOT use the sprinkler deflector to start or thread the sprinkler into a fitting. E. After installation, the entire sprinkler system must be tested in accordance with the recognized installation standards. The test is applied after sprinkler installation to ensure that no damage has occurred to the sprinkler during shipping and installation, and to make sure the unit has been prop- erty tightened. If a thread leak should occur, normally the sprinkler must be removed, new pipe-joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of September 28, 1998 MICROMATIC@ MODEL M . SPRINKLER the joint. Air testing the sprinkler pip- ing prior to testing with water may be considered in areas where leakage during testing must be prevented. Refer to to the I nstallation Guides and the Authority Having Jurisdiction. F. Sprinklers must be protected from mechanical damage. Wet pipe sys- tems must be provided with adequate heat. When installing sprinklers on dry systems, refer to the Installation Guides and the Authority Having Jurisdiction. 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire-protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements, refer to the Na- tional Fire Protection Association pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and inspection requirements which must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechani- . cal damage, obstructions, paint, etc. The frequency of the inspections may vary due to corrosive atmospheres, water supplies, and activity around the device. B. Sprinklers that have been painted or mechanically damaged must be re- placed immediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Micromatic4ll Model M Sprinklers that are 50 years old shall be tested and/or replaced as re- quired. Sprinklers that have operated cannot be reassembled or re-used, but must be replaced. When replac- ing sprinklers, use only new sprin- klers. C. The sprinkler discharge pattem is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or otherwise ob- struct the discharge pattern. All ob- structions must be immediately re- moved or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate sys- tem description and/or valve instruc- tions. Prior to removing the system . from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. (continued on page 11 d) . I- . September 28, 1998 Sprinkler 11 c - - TECHNICAL DATA MICROMATIC@ MODEL M SPRINKLER ~IKlN~@ MICROMA Tlc;qp MODEL M SPRINKLER 5 mm GLASS BULB, STANDARD RESPONSE STANDARD ORIFICE See row A KEY See row 3 of of Approved ~ r-- Approved Tamp. Chart A 3 Finish Chart Nominal Overall Approvals2 K-Factor; leng th U.S.IMetric Inches mm Ul C-Ul FM NYC3 VdS lPCB M...I -- 2.3 -- A3 B4 C6 F7 A3B4C6F7 A7 05 F7 A3 B4 C6 -- -- 5.5 -- 2.3 -- A3 B4 C6 F7 A3 B4 C6, F7 A7 05, F7 A3 B4 C6 A2. A1 BE 5.5 -- 2.3 58 -- - A7 05 F7 -- A2. A1,B8 -- 79 -- 58 A3 B4 C6 A3 B4 C6 A7 05 E1 A':\ R.d r.R A2. IA1BB - I 79 - 58 - - A7 05 E1 - A2. A1 B8 -- I 79 - 58 A3 B4 C6, F7 A3B4C6F7 A7 05 E1 A3 B4 C6 - -- LARGE ORIFICE 8.0 -- 2.4 161 A3B4C6F7 A3 B4 C6 F7 A7 05, F7 A3 B4 -- -- 8.0 11 5 2.4 1 61 A3B4C6F7 A3 B4 C6 F7 A7 05 F7 A3 B4 -- - 8.0 11,5 2.4 161 A3,B4C6,F7 A3,B4,C6,F7 A7 05, F7 A3,B4,C6 A2. A1, B8 8.0 115 2.4 61 A3 B4 C6 F7 A3 B4 C6 F7 A7 05 F7 A3 B4 C6 A2. A1 B8 -- -- -- -- A3B4C6F7 A3B4C6F7 05 -- -- A1,~ -- -- -- -- A3B4C6F7 A3B4C6F7 05 -- -- A1 B8 8.0 11,5 2.4 61 A3,B4,C6 A3,B4,C6 05, E1 -- A2. Al, B8 8.0 115 2.4 61 A3 B4 C6 A3 B4 C6 05 E1 I -- A2. IAl B8 SMALL ORIFICE '- -- -- -- 158 A3B4C6F7 A3 B4 C6 F7 -- -- -- - --=-- 2.7 -- 2.3 -- A3,B4,C6,F7 A3,B4,C6,Fl A7,05 A3,B4 -- 4.0 2.3 A3,B4,C6,F7 A3,B4,C6,F7 A3,B4 -- -- -- -- -- 2.7 2.3 58 A3B4C6F7 A3B4C6F7 A7 05 A3,B4 -- -- -- 4.0 -- -- 58 A3.B4,C6,F7 A3, B4, C6, F7 -- A3,B4 -- - -- 58 2.3 58 -- -- -- -- A2.~ -- 5,8 2.3 58 -- -- -- n R~ - - - 58 A3 B4 C6 F7 A3B4C6F7 E5 -- -- - --=-- -- -- -- n A3B4C6F7 A3B4C6F7 -- -- -- -- -- -- -- -- A3B4C6F7 A3B4C6F7 -- -- -- - --=-- CONVENTIONAL 5.5 ~-=-- A3,B4,C6 A3,B4,C6 -- -- A2..~ 8.0 -- ~-=- A3,B4,C6 A3,B4,C6 -- -- A2._~ -- 7,9 -- 58 A3,B4,C6 A3, B4, C6 -- -- A2..~ -- -- 11,5 -- 61 A3,B4,C6 A3,B4,C6 -- -- A2._~ - ES APPROVED FINISHES 00 "F (93 "C), 1 . Brass, Bright Brass, and Chrome-Enloyllll 2 - Brass, Bright Brass, Chrome-Enloyllll, White PolyesterS, Thread Size Nominal -t> N.P.T. B.S.P. 1/2" -- 112" -- 112" -- -- 15mm - 15mm - 15mm 1/2" 112' 314" 314' 17132 --=- 17/32 -- 17132----=- 17/32 -- Upright Pendent' Upright Pendent4 Pendent' U ri ht U ri ht Pendent4 10220 10223 10141 10142 10187 10190 10169 10170 15mm 15mm 20mm -- 20 mm 20 20 20 20 7/16 112" 318 112" 7/16 1/2" 318 1/2" 7/16 10 mm 10 10 mm 10 15 mm 318 15 mm 7/16 15 mm 318 10191 10218 10219 10221 10222 10175 10176 10192 10188 10189 1/2" 1/2 ---- 314" _ 17132 --=- 15 mm 15 -----=-120 mm - 20 Conv. Conv. Conv. Conv. 10227 10228 10172 10168 APPROVEDTEMPERATUR A - 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 "C), 2 286"F (141 "C), and 360 "F (182 "C) B - 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 "C), and 200 "F (93 "C) C - 286 "F (141 "C) 0- 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 "C), 200 "F (93 "C), and 212 "F (100 "C) E - 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 "C), 200 "F (93 "C), 212 "F (100 "C), 286 "F (141 "C), and 360 "F (182 "C) F - 500 "F (260 "Cf and Black PolyesterS 3 - Brass, Bright Brass, Chrome-Enioyllll, Black TeflonCli)s, White PolyesterS, and Black PolyesterS 4 - Wax-COated Brass and Wax over Polyester (corrosion resistant) 5 - Wax-Coated Brass (corrosion resistant) 6 - 200 "F (93 "C) Wax Coating (corrosion resistant); maximum ambient temperature allowed at ceiling = 150 "F (65 "C) 7 - Brass and Chrome-EnloyGll 8 - Wax-Coated Brass, Wax Over Polyester, White Polyester. Black Polyester, and Black Tellon FOOTNOTES 1 Base part number shown. For complete part number, refer to price list. 2 This table shows the listings and approvals available at the time of printing. Other approvals are in process. Check with the manufacturer for any additional approvals. 3 Approved by the New York City Board of Standards and Appeals, MEA No. 89-92-E, Volume 12. 4 Refer to 'Sprinkler Accessories. section for approved escutcheons and other accessories. 5 UL and C-UL approved as a corrosion-resistant sprinkler. 6 Metric K-Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR, multiply the metric K-Factor shown by 10.0. T Sprinklers of Ultra High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 "F (149 "C). Where the ambient temperature around the Ultra High temperature rated sprinkler is signifICantly reduced below 300 "F (149 "C), response time of the Ultra High temperature rated sprinkler may be severely retarded. Table 2 Sprinkler 11 d ~IKlN~@ September 28, 1998 TECHNICAL DATA MICROMATIC@ MODEL M SPRINKLER . MICROMATI~ MODEL M SPRINKLER 5 mm GLASS BULB, STANDARD RESPONSE INSTALLED WITH E-1 RECESSED ESCUTCHEON7 Deflector Nominal Overall Style K-Factor' Length Description Base PIN' U.S. Metric Inches mm --- Pendent4 10139 5.5 2.3 --- Pendent4 10142 8.0 2.4 --- Pendent4 10173 7.9 58 --- Pendent4 10170 11.5 61 Thread Nominal Size Orifice N.P.T. B.S.P. Inches mm 1/2" 1/2 ~--- 3/4" 17/32 15 mm 15 ---- 20 mm 20 1/2" 1/2 ----- 314" 17/32 15 mm 15 ~--- 20 mm 20 APPROVED TEMPERATURES KEY See row A ~ ~ See row 301 of Approved Approved Temp. Chart A 3 Finish Chart UL B3 B3 B3 B3 INSTALLED WITH F-1 ADJUSTABLE ESCUTCHEON6 Pendent4 10139 5.5 2.3 B3 B3 ---- Pendent4 10142 8.0 2.4 B3 B3 ---- Pendent4 10173 7,9 58 ---- Pendent4 10170 ~_ 61 Approvals2 C-UL B3 B3 B3 B3 FM7 NYC3 VdS LPCB 01 B3 B2 B3 01 B3 B2 B3 01 82 83 01 B2 B3 B3 B3 Cl C1 C1 C1 B3 B3 B3 B3 APPROVED FINISHES A - 135 "F (57 "C), 155 of (68 "C), 175 "F (79 "C), 200 "F (93 "C), 286 "F (141 "C), and 360 "F (182 "C) B - 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 "C). and 200 "F (93 "C) C - 286 of (141 "C) o - 135 "F (57 "C), 155 OF (68 "C), 175 "F (79 "C). 200 "F (93 "C), and 212 "F (100 "C) 1 - Brass, Bright Brass, and Chrome-En/oy4l> 2 - Brass. Bright Brass, Chrome-Enloy4l>, White PolyesterS, and Black PolyesterS 3 - Brass. Bright Brass, Chrome-Enloy4l>, Black Teflon4l>5, White PolyesterS. and Black PolyesterS 4 - Wax-Coated Brass and Wax over Polyester (corrosion resistant) 5 - Wax-Coated Brass (corrosion resistant) 6 - 200 OF (93 "C) Wax Coating (corrosion resistant); maximum ambient temperature allowed at ceiling = 150 "F (65 "C) . FOOTNOTES 1 Base part number shown. For complete part number, refer to price list. 2 This table shows the listings and approvals available at the time of printing. Other approvals are in process. Check with manufacturer for any additional approvals. 3 Approved by the New York City Board of Standards and Appeals, MEA No. 89-92-E, Volume 12. 4 Refer to .Sprinkler Accessories. section for approved escutcheons and other accessories. 5 UL and C-Ul approved as a corrosion-resistant sprinkler. 6 E-1 Recessed Escutcheons and F-l Adjustable Escutcheons must be ordered separately from sprinklers. Refer to the price list. 7 FM approval of recessed standard orifice and large orifice Model M pendent sprinklers with the E-l Escutcheon is limited to Wet Systems and Preaction Systems qualifying as Wet Systems, for hazard occupancies up to and including Ordinary Hazard Group II. B Metric K-Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR. multiply the metric K-Factor shown by 10.0. Table 3 1. Remove the system from service, drain all water, and relieve all pressure on the piping. 2. Using the special sprinkler wrench, remove the old sprinkler and in- stall the new unit. Care must be taken to ensure that the replace- ment sprinkler is the proper model and style, and has the appropriate orifice size, temperature rating, Replaces page 13 a-d and page 11 a-d, dated August 3, 199B (updated list of approvals). and response characteri3tics. A fully stocked spare sprinkler cabi- net should be provided for this purpose. 3. Place the system back in service and secure all valves. Check and repair all leaks. E. Sprinkler systems that have been subjected to a fire must be returned to service as soon as possible. The entire system must be inspected for damage, and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient tempera- tures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum replacement requirements. . Form No. F _100397 'Apri116,1998 . '\IIKlN~@ 1. PRODUCT NAME VIKING MicrofastHpil!l Model M Quick Response sprinkle~ Styles available: Upright endent and Horizontal Sidewall . 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058, U.S.A. Telephone: (616) 945-9501 (800) 968-9501 Fax Number: (616) 945-9599 From outside the U.S.A.: Telephone: +1 (616) 945-9501 Fax Number: +1 (616) 945-9599 3. PRODUCT DESCRIPTION . The Viking MicrofastHPIlModel M Quick!> Response Sprinkler is a small, thermo- sensitive glass-bulb spray sprinkler for use with water working pressures ranging from the minimum 7 PSI (48,3 kPa) up to 250 PSI (1 724 kPa) for high-pressure systems. The high pressure (HP) sprinkler can be iden- tified by locating the number "250" on the deflector. Viking MicrofastHP<<lModel M Quick Re- sponse Sprinklers are available in up- right, pendent, and horizontal sidewall styles with several finishes and tem- perature ratings to meet design require- ments. The special polyester and Tef- lon<<l coatings can be used in decorative applications where colors are desired. In addition, these two finishes are corro- sion resistant and provide protection against many corrosive environments. The pip cap and sealing assembly ofthe sprinkler are held in place by a rugged 3mm glass bulb. During fire conditions, when the temperature around the sprin- kler reaches it's operating temperature, the heat-sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler de- flector, forming a uniform spray pattern to extinguish or control the fire. . .' 4. TECHNICAL DATA See approval chart (page 41 c) for list of approvals Glass-bulb fluid temperature rated to -650F (-550C) Minimum operating pressure: 7 PSI (48,3 kPa) Rated to 250 PSI (1 724 kPa) water working pressure. Form No. F _081296 Sprinkler 41 a TECHNICAL DATA MicrofastHP@ MODEL M QUICK RESPONSE SPRINKLERS Sprinkler Nominal Sprinkler CeilinQ Tempenture at Sprinkler Temperature Temperature Rating Max. Ambient Max. Recommended Classification (Fusing Point) Temp. Allowed' Ambient Temp.2 Ordinary 13S'F (S7"C) 11S'F (46'C) l00'F (38'C) Orange Ordinary lSS'F (6S'C) 13S'F (S7"C) l00'F (3S'C) Red Intermediate 17S'F ag'C) lSS.F (6S'C) lS0'F (6S'C) Yellow Intermediate 200'F (93'C) lS0.F (S2'C) lS0'F (6S'C) Green High 286'F (141'C) 266'F (130'C) 22S'F (107"C) Blue Sprinkler Finishes: Brass, Bright Bra~~~(patents pending), WMe Polyesters, Navajo Polyester. B c . and Black TenonfJ3 Bulb Color 'Based on National Fire Prevention and Control Administration Contract No. 7-34S60. 2 Based on NFPA-13. Other limfts may apply depending on fire loading. sprinkler location, and other Authorily-Having-Jurisdiction requirements. Refer to specific installation standards. 3 The Corrosion-Resistant Coatings have passed standard corrosion tests required by particular approving agencies. Refer to the approval chart. These tests cannot and do not represent all possible corrosive environments. Prior to installing, verify through the end user that the coatings are compatible or suitable for the proposed environment. The coatings indicated are applied to the exposed exterior surfaces only. Note: The spring is exposed on the Tenone>-coated sprinkler and on the polyester-coated sprinkler. Factory tested hydrostatically to 500 PSI (3448 kPa). Spring: USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 Testing: USA Patent No. 4,831,870 Minimum operating pressure: 7 PSI (48,3 kPa) Materials: Frame - Brass Castings UNS-C84400 Deflector - Brass UNS-C26000 Bushing - Brass UNS-C36000 Bulb - Glass, nominal 3mm diameter Seal - T eflontl tape Spring - Nickel alloy Screw - Brass UNS-C36000 Pip Cap - Copper UNS-C14500 Polyester-Coated Sprinklers: Spring - Nickel alloy, exposed Screw - Brass UNS-C36000 Painted for appearance only. Pip...cap - Copper UNS-C 14500 T eflon<<>-Coated Sprinklers: Spring - Nickel alloy, exposed Screw - Brass UNS-C36000 Painted black for appearance only. Pip Cap - Copper UNS-C 14500 T eflon<<> Coated Accessories: Sprinkler Wrenches: Standard Wrench: Part No. 05000CM Wrench for coated and recessed Viking Microfas~ and MicrofastHP<<> Sprinklers: Part No. 07398W (1/2" ratchet required) Refer to "Sprinkler Accessories" for approved escutcheons and other accessories. 5. AVAILABIUTY AND SERVICE Viking sprinklers are available through a net- work of domestic, Canadian, and interna- tional distributors. See the Yellow Pages of the telephone directory (listed under "Sprin- klers-Automatic-Fire") or write to The Viking Corporation. 6. GUARANTEES For details of warranty, refer to Viking's cur- rent list price schedule or contact Viking di- rectly. 7. INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rigid requirements of approving agencies. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from Replaces sprinkler page 41 a-d, dated March 17, 1997 (updated approved finish and escutcheon lists, and added 10mm sprinklers on page 41 c). Sprinkler 41 b . ~IKlN~@ the standards or any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating, or modification, may render the sprinkler inoperative and will auto- matically nullify the approval and any guarantee made by The Viking Corpora- tion. A. Sprinklers are to be installed in ac- cordance with the latest published standards ofthe National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachver- sicherer or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. The use of quick response sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. S. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install sprinklers that have been dropped, damaged in any way, or exposed to temperatures in excess of the maximum ambient temperature allowed. Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. If a glass bulb lacks the appropriate amount of fluid, it should be set aside and returned to Viking (or an authorized Viking dis- tributor) for analysis as soon as pos- sible. If the sprinkler is not returned to Viking, it should be destroyed im- mediately. C. Corrosion-resistant sprinklers must be installed when subject to corrosive atmospheres. When installing corro- sion-resistant sprinklers, take care not to damage the corrosion-resis- tant coating. Use only the special wrench designed for installing coated Viking sprinklers (any other wrench may damage the unit). D. Use care when locating sprinklers near fixtures that can generate heat Do not install sprinklers where they will be exposed to temperatures that exceed the maximum recommended ambient temperature for the tem- perature rating used. E. The sprinklers must be installed after the piping is in place to prevent me- chanical damage. Before installation, be sure to have the appropriate sprin- TECHNICAL DATA kler model and style, with the proper orifice size, temperature rating, and response characteristics. 1. Install escutcheon (if used). which is designed to thread onto the external threads of the sprinkler. For pendent sprinklers listed for recessed installa- tion, refer to approval chart (page 41 c). Viking pendent sprinklers, listed for recessed installation, are for use with the Viking Model E-1 Recessed Escutcheon only. 2. Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler only, taking care not to allow a buildup of com- pound in the sprinkler inlet. 3. Install the sprinkler on the piping using the special sprinkler wrench only, tak- ing care not to over-tighten or damage the sprinkler operating parts. DO NOT use the deflector to start or thread the sprinkler into a fitting. F. After installation, the entire sprinkler system must be tested in accordance with the recognized installation standards. Viking MicrofastHfl<<l Model M Quick Response Sprinklers may be hydrostatically tested at a maximum of 300 PSI (2069 kPa) for limited periods oftime (two hours), for the purpose of acceptance by the Authority Having Jurisdiction. The test is applied after the sprinkler in- stallation to ensure that no damage has occurred to the sprinkler during shipping and installation, and to make sure the sprinkler has been properly tightened. If a thread leak should occur, normally the sprinkler must be removed, new pipe-joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint Air testing (do not ex- ceed 40 PSI [276 kPa]) the sprinkler piping prior to testing with water may be considered in areas where leak- age during testing must be pre- vented. Refer to the Installation Standards and the Authority Having Jurisdiction. G. Sprinklers must be protected from mechanical damage. Wet pipe sys- tems must be provided with adequate heat. When installing quick re- sponse sprinklers on dry systems, refer to the Installation Standards and the Authority Having Jurisdiction. April 16, 1998 MicrofastHP@ MODEL M QUICK RESPONSE SPRINKLERS . 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire-protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements, refer to the Na- tional Fire Protection Association Pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and inspection requirements which must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechani- cal damage, obstructions, paint, etc. The frequency ofthe inspections may vary due to corrosive atmospheres, water supplies, and activity around the device. B. Sprinklers that have been painted or mechanically damaged must be re- placed immediately_ Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Quick response sprin- . klers that are 20 years old shall be tested a.nd/or replaced as required. Sprinklers that have operated cannot be reassembled or re-used, but must be replaced. When replacing sprin- klers, use only new sprinklers. C. The sprinkler discharge pattern is critical for proper fire protection. Nothing should be hung from, attached to, or otherwise obstruct the discharge pattern. All ob- structions must be immediately removed or, if necessary, additional sprinklers in- stalled. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system descrip- tion and/or valve instructions. Prior to re- moving the system from service, notify all Authorities Having Jurisdiction. Consid- eration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, drain all water, and relieve all pressure on the piping. 2. Using the special sprinkler wrench, re- move the old sprinkler and install the new unit. Care must be taken to en- sure that the replacement sprinkler is the proper model and style, and has the appropriate oritice size, tempera- ture rating, and response charac- . teristics. A fully stocked spare sprinkler cabinet should be provided for this purpose. (continued on page 41 d) , April 16, 1998 TECHNICAL DATA . 'JIKlNG8 . . Sprinkler 41 c MicrofastHp<ID MODEL M QUICK RESPONSE SPRINKLERS MicrofastHp4!l MODEL M 3mm GLASS BULB QUICK RESPONSE SPRINKLERS STANDARD ORIFICE UPRIGHT AND PENDENT Approval2 Thread Nominal Denector Nominal Overall Size Orifice Style K Factor Length NPT asp Inches'mm Descriptionk3ase P/Nl US MetJic8llnches rnm 112" 15mm ~~ Upright 06661B 5.5~~~ --{> 112" 15mm ~~ Pendent5 06662B 5.5~~ ~ Temperature KEY .- Finish A 1 X- Escutcheon (Pdt. Sprinkler Only) UL A2 A2X,B2Y C-UL A2 A2X,B2Y FM NYC3 SMALL ORIFICE6 UPRIGHT AND PENDENT Thread Nominal Denector Size Orifice St Ie NPT asp Inches mm Descri tion ---- 112" 15mm 318 Pendent4,5 ---- 112" 15mm 3/8 U ri hI" ---- ~10mm_~ Upright -- 10mm 10 Pendent6 Nominal Overall K Factor Length ase P/N1 US'Metric8Inches~m UL 06718B 2.7 ~~~ A2X,B2Y 06717B 2.7 ~-1L~ A2 06931 B 5,8 2.3 58 A2 06932B -- 5,8 ~ A2X, B2Y C-UL A2X,B2Y A2 VDS LPC Approval2 FM NYC3 VDS lPC -- ~ -- -- - -- -- -----=- -- STANDARD ORIFICE HORIZONTAL SIDEWALL FOR INSTALLATION 4" (102 mm) TO 12" (304 mm) BELOW CEILINGS Approval2 FM NYC3 VDS lPC Thread Nominal Denector Nominal Overall Size Orifice StXle K Factor Len h I NPT asp Inches mm Descri tion 3ase P/N1 US Metric81nches rnm Ul 112" 15mm ~ 15 Horizontal 09533 5.5 --1L 2.5 64 A2X, B2Y C-Ul A2X,B2Y SMALL ORIFICE6 HORIZONTAL SIDEWALL Approval2 FM NYC3 VDS LPC Thread Nominal Denector Nominal Overall _Size Orific~ St"le ~actor ~L NPT asp Inches 111m Description Base P/N1 US Metric8 Inches mm Ul 112" 15mm ~ -=- Horizontaf4 10035 2.7 ~ ~ ~ A2X, B2Y C-Ul A2X,B2Y APPROVED TEMPERATURES A - 1350F (570C), 1550F (680C), 1750F (79"C), 2000F (930C), 2860F (1410C) B - 1350F (570C), 1550F (680C) , 1750F (790C), 2000F (930C) APPROVED FINISHES 1 - Brass and Chrome-Enlol) 2 - Brass, Bright Brass, Chrome-Enloy~, White POlyester7, Navajo POlyester7, Black Polyester7, and Black TeflonCl7 APPROVED ESCUTCHEONS X ~Standard surface or F-l Adjustable Escutcheon9 Y - Standard surface or F-l Adjustable Escutcheon, or Recessed with the E-1 Recessed Escutcheon FOOTNOTES 1 Base part number shown. For complete part number, see price list. 2 This chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with the manufacturer for any additional approvals. 3 Approval by the New York City Board of Standards and Appeals is pending 4 The sprinkler frame is identified with the nominal orifice size, and the deflector has a protruding pintle. The sprinkler orifice is bushed 5 Refer to "Sprinkler Accessories" for approved escutcheons and other accessories. 6Umited to light-hazard, hydraulically calculated wet systems. 7Usted as corrosion-resistant sprinkler. 8 Metric K Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR, multiply the metric K Factor shown by 10.0. 9 The Model F-1 Adjustable Escutcheon is considered a surface-mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. .sprinkler 41 d · "'IKlN~@ 3. Place the system back in service and secure all valves. Check and repair all leaks. E. Sprinkler systems that have been sub- jected to a fire must be returned to service April 16, 1998 TECHNICAL DATA MicrofastHP@ MODEL M QUICK RESPONSE SPRINKLERS . as soon as possible. The entire system must be inspected for damage and re- paired or replaced as necessary. Sprin- klers that have been exposed to corrosive products of combustion or high ambient temperatures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum replace- ment requirements. Ceiling Hole Size 2-5/16" (58.7 mm) minimum ... I 2-1/2" (63.5 mm) maximum ~ ... .. 1-3/4" ( 44.4Smm) ~ 1-3/4" ( 44.Smm) Maximum _t 1-1/8"(28.Smm) Minimum t Microfast HplRlModel M Pendent Sprinkler Installed with 1/8" (3.1 mm) Escutcheon 2-11/16" (68.3mm) 1/2" J (15mm) (NPT) ~' T !~ 1-1/4" I (31.8mm) t Viking Microfast Hp411 Model M Horizontal Sidewall Sprinkler Base Part Number 09533 I I ",n4~t~:J>;rnm I , ;"-----.....~ ('::ofast HpR> Model M)" Pendent Sprinkler ' A.- Installed with '\r Model E -1 Recessed , Escutcheon . Figure A Jv- 2-7/16" (61.9mm) Jv-.. 1 -5/8"' .....1 ~(41,3 mm) Minimum a- ~3l~1 .~" -i~ :L;. 11-- :J '::::.:--- ~/' eT~ .I~ .-.- Ceiling Hole Size - ~ 2-5/16" (58,7 mm) minimum +- . 2-1/2" (63.5 mm) maximum 2-1/4"' (57.2mm) Maximum + Viking Microfast Hp411 Model M Horizontal Sidewall Sprinkler Base Pari Number 09533 Installed with 1/8" (3.1 mm) Escutcheon Viking Microfast Hp411 Model M Horizontal Sidewall Sprinkler Base Pari Number 09533 Installed with Model E -1 Recessed Escutcheon . Figure B Replaces sprinkler page 41 a-d, dated March 17. 1997 (updated approved finish and escutcheon lists, and added 10mm sprinklers on page 41 c). Form No. F _081296 CITY OF BREMERTON · 239 4th Street · Bremerton, WA 98337 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Jan 03, 2002 VIKING AUTO SPRINKLER CO. 3434 1ST AVE S SEATTLE WA 98134 SUBJECT: Application No: 01-0693 Site Address: 9300 SW BARNEY WHITE RD FIRE SPRINKLER SYSTEM FOR NEW TRANSFER STATION Your building permit for the above site address is ready to issue. The balance due is $ 802,25, Permit Center office hours are from 9:00 a,m, to 5:00 p,m" Monday through Friday. Please contact me at (360) 478-5275 if you have any questions. Sincerely, Valarie ,. I I /{J':({/LASL lruilding and Development Specialist * Equal Opportunity Employer * BREMERTON PERMIT CENTER 286 4th Street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 9300 SW BARNEY WHITE RO Location: OLYMPIC VIEW TRANSFER STATION/WASTE MANAGEMENT Parcel No: 1123012-002-1001 Permit No: 01-0693 Status: PENDING Applied: 12/17/2001 Issued: Expires: Applicant: VIKING AUTO SPRINKLER CO. 206-622-4656 3434 1ST AVE S SEATTLE WA 98134 Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: VIKING AUTO SPRINKLER CO. 206-622-465Lic #: VIKINAS373NT Exp: 12-01-2003 3434 1ST AVE S SEATTLE WA 98134 Subcontr: Desc: INSTALL FIRE SPRINKLER SYSTEM IN TRANSFER BLDG ********************************************************************************************* Valuation * Permit Fees: 797.75 Total Calculated Fee: 1,320.79 71,800.00 * Plan Check Fees: 518.54 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 1,320.79 ********************************************************************************************* This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 dayS from the date of such permit. or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder. not the City of Breffierton'or Building Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official .of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed wor k meets or exceeds code' requi rements. Any demolition. testing. or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability cOnnected with the construction. I I: I I. I I. I I, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of constrnction. Signature: Date: I certify that I am exempt from the requirements of the state contractor's registration law. under Section 3. Chapter 126. laws of 1967. Signature: Date: *************************** Permit Center--Approved By: Date: - , \Ll ~-\-~O \ ,..-,..,~-' ,~. :;A,~i'; ,'/' ,- ''''''''-:~~'''l .BREMER"TON PER:~IT CENTER 286 4th Street~ Bremerton, WA 98337 Phone:: (360) 478-:5275' FAX: (360) 478-5278 BUILDING PERMIT":'; , , Job Attar: 9300SW BARNEY WHITE RO Location~OLY"PIC VIEW TRANSFER STATION/WASTE MANAGEMENT Paf6el ~~: 1123012~002-1001 Permit No: Ol~0693 Status: PENDING Applied: 12/17/200~, Issued: Expires: Applicant: VIKING AUTO SPRINKl.ER CO. 206-622-4656 3434 1ST AVE 5 SEATTLE WA 98134 Owner: WASTE MANAGEMENT INC 415-2751 93do SW BARNEY WHITE RO PORT ORCHARD WA 98367 Contractor: VXKING AUTO SPRINKLER CO. 206-622-465Lic I: VIKINAS373NT Exp: 12-01-2003 3434 1ST AVE 5 SEATTLE WA 98134 Subcontr: nesc: INSTALL FIRE SPRINKL.ER SYSTEM IN TRAN~,,"-D--BlOJl if: :>101{ :IOI()I( ;+0101: )!()j()\otDI()i(l!O!<lU::llotOt::lOI: )/(::K% )!Ok ltololot: )~OI()U()\( l!C*:l/I: / V ~ (\i<)/( *:<<)\( )f()IOlo!cnolO'OI( 'lg)j()/I:)/()!()I( *)/( ValuaHori )\';. Permit Fees: _culated Fee~ . i,'1~'r3i;0..79 ?1~800~? 0" . )I( Plan Check Fees: / C !) /" itional Fees: ~OO .... .' '. * Other Fees: I "- :1 Permit Fee: 1,320..79 ,.. :1()!<*:~c4oKn ~*l!OI(ll(ll()!Olorcl!e i'DIOlUk **)!Ok UlI: n U U:lOIO!()/( i r-: ;j K :tolcum U l!<:*)l()lOIOU :<<:1010101: lk)lo!otoi:llOIOIOI( This peyntH; shall bec,'OIIle 0011 and void if the bt!i~T-~ is peymit i$ not COIl1l'Ilf.tl1C~wit~j:n 100 da.ys f\'OOit.i:.edate of $l.,1ch peymit., 0; if Uiiis buildi"~ OY. W<;lYkllal'\:.r1<.;r,______....IY $u.ch~yin'it t$$U~~r1dedckc " aooT1doned at ant tifflilllaftey th~ I.>JOyk t>1; C1:J1f1ff1enced foy ~.pet':i.od of 1:80 daYe-!. , ' ] '. ,,'.' ' , '..' ,-' '. ." , ..1'.', ' " , ,'0... " . NOT!CE- Hi$trte-Ylil'oaponsibilit:" of the permit holdeY,not theCit)' of6i'~'r'ton 01' 8uil(jil'l9pt:ftr;ialto~' ". t9it:'tMt Y/ll'qui1'lP:d i~ctioTl$axe rnade. The. peymit holder must notify the Buildirl9"(')fficiarwhe'n readY foy . irwpe..::Uotls., raili.!y"" of t~ peytnit hClldey to notify ,the Buildin9 Official of required inspectioTl$ may YE'sult' in i:.hlll,st.tlppageof:l:.he work untiJ such time that the penllit holdey can substantiate to the ouHdil19 of:f'ici~l 't.hat H~ o::Il;ce:aled\,lOYk meets o~exceeds coda requiYE!lJl\\l:nbl1l. Any demolition. test in!;!, o~' financial burden $;hall 1 . '. . .' ' ',' , ,be bqYfIe, dhecH)' O}' :the peymit holder-, railunl' to $Ubsunl::iate code yequi'l'eme-nh will indemnify the city a.eail1$t $.W arid all t:eepoYl$ibilHy 0'1' lia.btlit)' c.onrwtcted with the conetruction. ;r hey~>b'y' clin'ti'fy that I have n,.ad and examined this pel"mi t and know t,he same to be t nle and coryec'l:... AU :PYoViaio,~oflaW$' ai'ld,oYdinance$ 9Ovemtngl:.hi$ type of work will be complied wi.th whet~~. specified Mnain ,0, I1Ot.:'T~!;!,a,ntir19 ,of all per-rni't clof.t$ not pr'lll'sum& to 9iv<o.' elUthcwH)' to violate 0'1' cancel. the pyovisiomi of $,l'1Y"otheY state- 01' lqcd lal:'l n~9Ula-U,\19 COTl$t:ruction or- tlva- peyf,,,mllance of cOl1$truction.. 1'<i:I- oate~__"-]'~ID -~-'~-W~ ~- ************~*****%******** ~ -- ~ Per,'lTl,it Cente.-r--'?',P,Dtov.1ed Bv 1!a.--d Oa~e 12-;2(-& m . r' '._ ___ --=-'-'l "__-==-__ _!E~RE~~T:~Ol . - . ~ BUILDING DEPARTMENT . '. C . C -11 :t . ( t?C~'~~,~~, . ,(l,( . "-'T~'""., '"""\<., C rrl n ~ m 0, m $igniil.tlJre:__~___"____"_"___~_""______'_"_M'__ Date:__~_"_.____.,,._,_____ ,1 ceytU'y that I am eXell'q:lt fyOfl1 t.he n~qui yenlel1ts of the st.a1:.." ccmtYii\ctor's reg1stnat.ion law, urtdey s&;tion 3, Chcl<.pte'r 126. law$ of 196:'" Siigrli:l.tun;: .___"_,_.._..._..,____".__._ ._,,_,_____..___..___ ~. r\Ll &.- \ - -. () l . d.'.. I "'''' i < ." ',.,~ '~~,:':" ',~" ".' " "':~,,, '. ' ;." '...~~,,~, ", ::a~~.........-"'17'''' , ,j ',~'~"~1 ",' ',1 . j " , ,j , .1 , ~ I I I I , I :: r' ',:. ,. , ~t";C~;~~.': ',"";":C", ',;,'''; .-':,,:; ", '" ';, ,if. e:~E,M'en::~TO"":;t"Pe:R~::r: Ii CE;::'NTE:R , .' '. ' ')2t36 4't.h$f:nJ~et;f ,Br~mertqrt" ,IJA 9$"337 ; " PhOh~,:: : (~8~J478-;c527:S I.' FAX:: (360) 478....5278 . , .au~~!> t~fIt$ RERMI,T""', . , jobAddr:,~~t'tsW' BARNEYWHrrt.'RO ' ,"., , " ' , "Location:' oLYMPJ:C viEw 'fRAN$rER 'SlATIQl*/WAS1'€;HANAQEI1ENT , "', Parcel ,NQ:,.11Z3012,,:'00'2-100;1;," " ." < Pe.rmit No ;Ql-()6'3" Status: P.(NOING ,Applhd; ,'1.~/17'?O()1 , I~$ued: '. Exp,in~$:" ' " APpHca:nt::V:UdMG'A1JfO SpraNKlE!'t CO., 206,-622-4,656 " ,g4:3:4 :i~n 'AVE,'S Se:'in1.LE'WA 98134 , . , 0' < -T"" ,I ~ 0'141)&1;; WA$n:MANAGln1ENT 1:NC;'.', ,4f$-2761', '9'~o.Q;,SW 8ARNEY, WHiTE RD" porn' .OIRGHARO litf'8:al61 . l'" " " . .', '" cQntrl1~tor:, VIIO:N(! AUTO'$PRINl<VfR:CO'.>2~~:'6Z(;,.:4'5Li~, t: , , f i ~ .343""'151" AVE>S .SeAtTLE' ~lAA9aUl4 't)~1con,tr: ,:,,' "" Oe~t~ 'I~T~Lt.";iiR€"SPR:tNKtER '5YSn:111N TRANSfER 8LpG, :; ',: C';,',/ ' ' ",', . . ,,' ,\ "" VXKINAS373Nt . Ex'p; :i2~cit:~2003 . i , ;:f;;" ", . ' "". '. ' . ' " " '" .' .'" . . ,', ."','" ." . . " . ,~.:~dj(*~ U,,* lI! ~lIlik *,~*.:j(~le)[( lI! j!( *>>1 lht* ** It:*lt.* li*lk:4(* l!( lIOIOIOI~llDlIll( U *nlk* * *:t!:g lI!lI!')!( lk lk lI! lfl/lXtillt ill.Jti ** * lI!'i<<lI!lP! *Jl{lf( Uc ",,~f**)j( ~)!()I:; +,J ~~,5:.Q'1';':'~ ,"Per:mlt F,et!i$~ ,797; 75 ",totalCalculated:Fee.~ "i:)~2:0~l9 ", O~ ". ;",*:",j,:l1~11' t;heck F'ees:'.' '51S~54'AdditiOfldFee$:', ,.00 i". ""lI("'..Oth~rFees~ . .', ',.4..$,0 ,total Permit,.,f'ee:i ":1;:4iZO.7'9 '*~.~*~~~~~llt!)l:i*;ili;>l!~,*lP::t;jll **J1l:t)i':lI!*i*~lI!lI!)\!:*'***?!<:tl!l.*illll(lI:: ~.*****)(( l!\ ***lk ll! lItlll***,**lK ~~lf.j*,,~**lK~~** l\titl* ,,' " ' , .' ". ,., , ! "" .'\. . ~, , ,_ _ " . ., "i ;If'h~$p,~~~~$~~l:. ': ',~H~nd vt1,1.J;d if t~bUP.(lli~ .i;)YWO't'k au,ttPYi:ted, bY, thi$. perilla ):~1Wt ~~~;~:~1tt:ii.ri il '1M dkiY'$' 'fY~~'~;Gtf";~Ch,PJ<l\:'Mi't.9~ifhhi$ puHding (.\.y W?,Yk iW.t,h:l1)d~ed'bY ,~h ~~l"mi~: i$;~.~lit~~,~, ' , ;{\~\lcll!lr~.;ha%,ant:;ti~ill;ftwy; t.tw \1JO;l"'li:,i~ ~~':Cedftl\''' $p~t'ie.d of lSO ~~", . '.": ,',' ','" , "'. ";", '':1',,:''. . Co: . \', .:, ", '., .', ". ',. '. ,..' '. "., , NGT!Ctt '.... l't is 't~'r~~~t\$.ibl~'j,tY~f''ah~i 'f)e~i1; h~ideY; 'f:Ib\' i;,h~ .d;1:~y of,mi_rtb)1:'Qy:,~i.~di'ns',:6'Y'fi~iu ~. ~~ ' ,tQ~I~t'~~iYl1:'d;'l~~;:i_;!lYlit~", ihll} '~rmit',::f.iCl'l~rl:/!Q~t~:~if\Y i~:ediidi;~:~i{(j.i~L:w~ "~"~fc.i'l" .1j~~ctio",'".l, Fail\J:~iIl Qft~~rmtt'l'lt:ll~~~'notll:fYthe ,g\JJ.~d(IiS''Of;f.i'bi~l~f t~'*~:YliK.1 :i.,~e~~i~~~Y 'r~h .' 'int~~t~~~~ $f~~~~k unU1SJ~h t~~'tha.t th...~e;r~i~ ry;;.~~r oafi~~t~n~i:a~;e:t~ t~~t.i~f~OfH~i~~ ,.' '.' , 'tJ'Il!\itt.r~wrK::~l~ ~rk '&-1;~\?.y .~~ (;\~' riYq\.liY~nt:iP'. ~\V ~ool:l. t;v:.m.. :t,~$*~i:rl\;t. 0'1" f:U'l~u'IC;j,al tliUr~ns;blillH ~ . ~'&\'t:it :di'(~ftlY ,by -t~j;;;e.t1n:l:t ht;:J:I;~Y~': P~11\Jr,(; tii' $l.lb$tal'itiatEl (~;lll(j\.\;i;Y~nt.$ wil,l i~tl1fY the City' ~~J~t#j..nY ,:$;~,~l.l',';e$lp~i~-i1it,);' Of i i~~H~y c.or~tEWdwitht~ ccmetYucl;ion~ ' '. ' .' ~,' ... , . ,'. " . '. . " " , ; , , ' .' t ~r&!i.lx~:rf,;ifr't~tI ave. Y<I!~d lil;mil'x~mi~~ t:h:i.s ~il'l"Mit and krIciw th4t'_~ t.ob/S'.tt''1Je am c\Onec't~ : ~l~ ',' . 'P\~Q\Ii:$il)Y1$ofi#m~'Qrdi~$ soV4il'r.nr;g:t.hi$ t.YP~ of 'WOrK' wUlbe, CQll'iPl1.ect with Whe-thIH" $P4!leified flttYlI!:il"i . . , ~ . _c'., " '.' ' " ~ " " " ~. - .-. .'.' : , . ,: i:?\fr'\Oi,,: .,. f1~..,.~' _' . ,,?f -$:Ptttrrt-j,t,do~. Y'l()t:filfe~W $d.liI~;:ai.!'t;,~\"if,y tb: violate o,rcal"ll>e-l ttW ~Yovj;$lio'OO:<:ff ,"' alO1Y ot~,.,!,~. ",. " J.6C'. 'la"W"r~I'/iidI1SI.cri-tru~}ClD/:.?}~~:th~.f'e,Yf(,jr~\''lCe' q:f t.~>>Olt'fUCtiort. ,. . .. ;/1ltl;t~t ,-' f'):,; '2. r---~:Li: ,_~.1.~w~ _~_ C~lat er" ::AJlip,f ~ V'~, ,B:yi ; '.Oate:: I ".1 j , I I I I , , I 'I 1 I I " , " ;'.,' ll( ~'i<<ill'!l:,*~ It:;i:::l(;.I(~,Jtii**,~)I::** lIIil!(lf\*~llt>l( ""," ,j " ".-1" .,,:t "'" " ~ -,;'J . ',' '.~' I. '. U " I, .'. ..., ...... ~~ .\::'..c'.. '" 8'; ".'~: -,~ ............ , .. '.\ ",".,.:~'" .,~, . , . . , .. ".~..,!, :-\"""- ';., . ',- ~ .' ,.: ,', " '. "'-"'" " ~:" .c' ,., . " " > ,,' ~.....9..... . J~.~,{,.. "" <'~."l't.,:.","'."., .. ~ ~ ."", " " " " -. . , ;; " . ,'" " , -" ' ,~- "C'."..' .,.\'..' "C.."'.:. .......-...'1 ""'0 . ,,'" , . " \ ' ., ' . - ,. , '." . . . '. . , ' , , . , .' . >. ~" ,,' - , .,' ',' , , , - . ~ ~."," :.. '._~'[:;~.;<.' ~ '(:'"':~~?""'~ '" ,: -': :'f~'~ ,~,",)L , C' " , ~/-)J:i:-::~:,')' co, "-" ,,~, ..." "Jj" ...." .~. ., ""...... 'l...J. " i!l._ .'" - . ~~, . ...... ' i I i ., j , , I J . '" ..1 , : VIKING AUTOMATIC SPRINKLER CO. 3434 FIRST AVENUE SOUTH TELEPHONE 822.4658 SEATTLE. WASHINGTON 88134 TRANSMITTAL LETTER TO: B~6='.A2.:ro...J "BU\l.Qt,JG ~ '1-lblA A--"T1l ~'f1Ubl 'P::>ttF~~ot-J ''\/VA q?,~ ~1 ATTENTION: 'V~f'-I~ DATE ,'2.\-0-0' PROJECT: Ol-'(..-1pu. "'~ ~Sf:€a, 61afl'>tJ j?JDO 6.w. B:A1Z.N~ Wlk~ ~,,6.0 GENTLEMEN: WE ARE SENDING 6 HEREWITH o UNDER SEPARATE COVER THE FOllOWING COPIES DESCRIPTION Sp/2.u.JV-U.L rUh.JSj t'..M..Cu~S'1 Pg..oovcr DA~ COMMENTS: [] YOUR APPROVAL - PLEASE RETURN_APPROVED SET TO US [] CUSTOMER APPROVAL [] CONSTRUCTION. NO RETURN REQUIRED [] FOR YOUR REFERENCE AND FILE - NO RETURN REQUIRED )<l, PLEASE RETURN --L COPIES TO US WITH RECOMMENDATIONS COpy TO: VERY TRULY YOURS, ~ ~J\1.IL ,,- ~E. VIKING AUTOMATIC SPRINKLER CO. 3434 FIRST AVENUE SOUTH . TELEPHONE 822.48158 SEATTLE. WASHINGTON 88134 TRANSMITTAL lETTER TO: ~-r~ Bu\LDt~6 ~ '2.fb(p ~ 6n?.uJ(' ~~'Z!\ON WA q'f>~~1 ATTENTION: Y.A1..&lE DATE 1'2.~\4-01 PROJECT: tL'"(~G 'J,,~ .,-~ 6us.no....!J O(~CJO b,vV; ~ \AI....tO!.... ~ GENTLEMEN: WE ARE SENDING ~ HEREWITH o UNDER SEPARATE COVER THE FOllOWING COPIES DESCRIPTION ---L 1 \ 6ulL.OltJ G ~r hffUChTLQJ pl.Awr-J ~'\f ~ FU:. (~ ~~. S4 ) t.oty ~ ~ D~ \2--\0 ~ '(~~-...JLe.. COMMENTS: .:r~ 41'tu....\l.LU.O/2.~I.II..n....J(s;S ~ ~~ kU... .~~t3 A>flw/rlU)'L.fJ 'To "-{6v/l., ~n~ &f 14,,~ ~ nl /Vr ~1'Shf> Co~. \-4':1 f~L-- l-JO. '$ (~~o) 3"31..1(411 ~SlihJ 4"1.+ \iF= '(0'\) J-lUO 'To ~~ <vh....-t 'Fop- A-t-Jf ~o,J. ~lL '(t:t\J [] YOUR APPROVAL - PLEASE RETURN_APPROVED SET TO US [] CUSTOMER APPROVAL [] CONSTRUCTION. NO RETURN REQUIRED [] FOR YOUR REFERENCE AND FILE - NO RETURN REQUIRED [] PLEASE RETURN COPIES TO US WITH RECOMMENDATIONS COPY TO: '0 ~ ~ [g ~ \w [gl J1 DEC 1 7 2001 lJ BREMERTON VERY TRUl Y3~OO~~~PARTMENT \J1~ ,\/" LA.-I.....,~ 12/13/2001 13:59 3604785278 COMMUNITY DEVELOPMEN PAGE 01 . "'fJ1~ '",L~- ;;).0 lo - ~ d. ;;;. - ~ Q3/Cj APPLICANT: DOWNER I:ZICONTRACTOR DAUTHORIZED AGENT O{ ~ Ole or ) Building Petrilitl\fJplic~~cii1... City of Bremerton) WA 98337 Phone: (360) 478'::5275 FaX: (3~) 478~5278 Site .\ddress: ~1;).aO ~.IN. ~f.1 WW-LT'I.. I2D Tax Account Number: Owner: ()\"''''(MpLL \J~ ~"re.a. ~'f1fl~ Address: SAME ContIactor:V,~G. Av-ra ~~ '-':" Address:~4-~ \~ ~t ~, S~ qtJl~,* Contractor License#: \I \ "" to.lA' "I.t 111 tool,. Expiration Date: 11./0 L I UQ t" Contact Phone#:~") ~1."Z.-~S"" Contact Person: ~A4.lL LA\toJlI!. Check the type of application for below: D SF RESIDENTIAL NEW .Et COMMERCIAL NEW o DUPLEX 0 COMMERCIAL REMODEL o IVIANUFACTURED HOME 0 COMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERICAL REPAIR o RESIDENTIAL ADDITION 0 MULTI-FAMILY o RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: ) Scope of Work Proposed: hJ~T'M..A.. t=1 ~pra....J~ ~Y~TSM ~N 1"fZ.A1oJ S~ ~LU:)II.JG. Square Footage: Dwelling: Garage: Decks: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES NO Valuation , P , ' . ~ ' ,'c ;;-: '5" 1"e,';"':.:;Jj~r'I,...t!"'F"'W11";f'~~"""~~~~!",'"," \ emut lee ~';.' ", " i urc;1DLl~~;:'\i,i~'~i~,\jN ~~i{'::i"'~:'<,I::~', . '7, 7 5. -Energy. 550.00-- I 3 "' ,," 'l0 State: S 4.50 d\.....J ., 71; ~ 00 Applications fot ~'hich no permit is issu d within 180 days following the date of application shall expire by limitation, and plans and other data sub mined for review may thereafter be returned to the applicant Ot destroyed by the building official. The building official may extend the time (or aeriou by the applicant f~( a period not exceeding 180 days on request by the applicant shou-ing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be: extended more than once. In order to reneW' action on an application after e,.;piJarlon, the applicant shall resubmit plans and pay a new plan revieW" fee. APPLICANT'S SIGNATURE: ~~ ~~@~~~~Ij,\l 11-'4..0\ , DEe 1 7 2001 ,oJ BREMERTON BUILDING DEPARTMENT r,....- " ~.....,.,-..... --"'Y I I I I 1 ----... '_---.r,c -"':...- -~~ , . --~,-'- .~--,.-~ -~-~-'-_.---..:---r--..._'<-',--~ *~***~***~**~**~*****~~~*~~*~~*~~*,~*~~~~***~**~~****m**~*~m~~*** RECEIPT , :<<,**:\&;f,~)j! )j(l\lJf\)Ii)lt)till( l\<!;)l1:11:1/1: **)/1: W-Jl! l!()j( ~~ * * *;f,1lUlO!l: >I< lIOIOlotOI!l!:))( lit); 1K:'M1ll *l{{~)I::)I( *** it)ll ~* lli)j(l{{::j( RECEIPT Number: 01001013 Amount: 510.54 12/17/01 16=28 Payment,11et.hod= CK Nr;)tilition~ VXKING CK lll:it: !.,IW ,,'" '"",' ",. ~.." '_ """ "J", '.... ""'.,..... .,~, ''''' "',., .,,~_ ..... .~ ,"",,' ,,,... ~"""" _, .,~ ..~ ......- "-... ~w '''f_''><,,. ~,.. ~", ,"~ ;<k< ,..' "'.. """" "ff' '., .,'" 'w -" '",,' "," ..." "''' <~v.... 01~06'3 Type: FIRESPR FIRE SPRINKLE~ PERMl 112'3012'''002-UWl 9300 SW BARNEV WHITE RD r}LVH~;';l!C: VJE:l.ll H<i'1N~;Ft:F{ STfYf10N/tIlASn: I1ANA(;Et1ENT Total Fees: 1,320.79 Total ALL Pmts= 518.54 Balance: 802.25 ***~~~~~*~~~*~~*~~*~~~~****~%*$~~~*~~~**~%***~~~*~*m~*$~~***~*~~ Account Code ion Amo~nt l,~ ^<34b. a;~oo (~5(40) BlJIUJJN.(j PL.AN CHECK 5HL 54 PermIt No~ P-,\rC:l:oJ; Nf;i~ t e I~ddrl':n~$ ~ LQCkatiQn:: lhls P,~Y1!1ent " 54 _'~__~.'.N__ ____~~'~~~.-- ._,w_~,_~_~~_YN~~_~~______~'~'_~__'~_____~ _~ww__.~_ '" " ~ ~- -......... ...... ~--._,_.'"-_.... ~ ..........- ~~,.~ -..........~-~ ti r' J SUBMITTAL REVIEW OLYMPIC VIEW TRANSFER STATION SUBMITTAL NUMBER: 29 DATE OF REVIEW: 11/29/01 SPECIFICATION SECTION: 15300 !iJJ @@@n W@fil) lnJ DEe 17 2081 If); BREMERTON BUILDING DEPARTMENT Reference Documents Harris Group Specification Section 15300 COMMENTS: 1.) Fire sprinkler air compressor voltage shall be 480V, 3 phase. Air compressor shall include a 3 phase motor starter, Emglo part # MGSA-3. All air compressor control wiring shall be provided complete, so the electrical contractor will have a single point of connection. Provide a copy of this submittal to Bird Electric for coordination. Note to Bird Electric: Provide a branch circuit for this air compressor from a spare 20A 3-pole circuit breaker (1,3,5) in panel HA. Circuit 2 in panel LA (originally planned to feed the air compressor) will become spare. REVIEWED BY : _Scott D. Bergstrom P .E. /~~~l10N 8111/ / ~ <"I.: l" ~ I~ 'APPROVED ~ \0: <:) ; - "" ..~ ~ :0 :-t ~<)~5 RECE\"EO nee \\ ~ 1.\)\)\ , o€.P19fc1' ~r;;Ja.6f't/l'cJ'" iii. 1 0/29/01 Harris Group Inc. ~ ---~........ II' III Harris Group Inc. 1000 Denny Avenue, Suite 800 Seattle, WA 98109-98124 Voice (206) 494-9400 Fax (206) 494-9500 SUBMITTAL #29 HGI Project #10821 Review By: Dan Frahm Harris Group, Inc. Date: 10/30/01 Ref: Olympic View Transfer Station Submittal No. 029 - Fire Sprinkler System SUBMITTAL REVIEW COMMENTS: Item Fire Sprinkler System Comments Conforms to design concept END OF COMMENTS File: 10.0917 10821 MSubrev 29.doc i..li rc--~-'-'--'--' "' r <f~"~ ",,, .-.........\~,", ,~')---:; ,<~ ~<l,~~, BREMERTON PERMIT CENTER 286 4t.h Street" Bremerton" WA 98337 Phone:: (360) 478-5275 FAX:: (360} 478-5278 GRADIN~ PERMIT Job Addr: 9300.SW BARNEY WHITE RD Location: Parcel No: 1123012-002-1001 Applicant: WASTE MANAGEMENTINC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: 01-0174 status: ISSUED Applied: 04/0912001 Issued: 06/19/2001 Expires: 12/16/2001 I r ,1 j O/..lIDer: WASTE MANAGEMENT INC 415'-,2751 9300 SW BARNEY WHITE RO PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 415-2751 Lie tJ:: ETENVCll<051N4 Exp: 01-09.'2002 9300 BARNEY ,WHITERD PORT ORCHARD tAlA 98367 ',i '" j 'J I I] Dese: GRADING PERMIT FOR THE, DEVELOPMENT OF OLYMPIC VIEW TRANSFER STATION ~IOl<)I(* ***:;1:: lI(lI<;j()f:: l!OK::IOIOl<lI<::lill:Jl< *:<< **)1( ***)1( *::1<)1( **)1()1( **)\( **::11: ** *)1())( ** ** ** lK:<< lIDIO!OlOIOf, ****)1( ** ** *** *******)!(lI<)!( **)1( *1II >>: *** Cubic Yards * Permit Fees: 919.00 Total Calculated Fee: 1.193.25 '16,000.0.0 * Plan Check Fees: 269.75 Additional Fees: ,00 it: Other Fees: 4.50 Total Permit Fee: 1,193.25 *)(( l!<il: * ***)1( ** ***:01<: *.)I(*){( ;:j()f;::oI<:)t(* *lI:***** *:01<: ****** ****:01<:* * ***:01<: ll<Jl( * * * * ** * *** **lI:)I( ** * *)(( **::(()I()I:: * *)1( *:1( * ** ***)1( ***'*,::1( j 1 :1 I -:.0.-,. ~ ~ I,~~,~_~.,...:....-.", --=~'-=---. '.. ...... ... .. ----...lj , I l ! j I 'j I , ! :'1 JI I I I :1' !i I ,i 1 "I. ., 1 1 ~ i j ] 'f j This peYlnit shall become roll and void if the l:luildingoy woyk auth6Yiz:ed by this p\!lYmit l>il not comrrK\!\lcedwit.hin 1$0 days ft'bm the da:l::eof $!.lch j)lllymit. (It' if t.his buildii19 0'1' work authorized by such permit is $!.l$p~f(1ded or abandoned at any til'lleaf'i;.ey t.M work is commenced foy a t::>eYiod of 180 days. { .NOTICE -.0' It is t~ Yesponsibilit.y of t.he pt1?Yfoit. holdey. rot t.hlll City (rf BYiml'leyton or Building' Official to $ee ! to.it' 'j:;hatyequired inspe9tior\s :ami:> made. rr~ penllitholder muet notify the Building Official whenYeady: foy in$1fier.::t1ons. Fail u t'll:> of;the permit holder' to notify t,he BuDding Offi.cial of required irl$Pect:.iooo may n1!ault ,in ,''t:he stc.Ppa~ Of the 1,10'1'1<; until $I.lch time that the per'mitholde'( can sub$talnUat.e to the buildin5il official t~t the CfJI1Cealed workmee't$ or excee1"J$ code nltql,lirelOOnt$" An)' demolition. te$ting., or finaflCili!.l bun:km shall be't.lQ\<ne din"ctly by the pE-Yfliit holooy" FailuYIll to sub$~antiate. code Y'ec.1Uirementa will indenmif>' the City a.9a:!:\i$t l1lny and allY~on$ibi1:ity 0'1' liability coymlllcted with the com"t,yucUon~ ~ t t (. . *' llD/Oll. :iI,OIe:fOIOIOIOK;(<::!( ::!OfOlOIOI::* ;:lol<)!OIOIOjC~NI( / AI ' / /"\ I:. Permit Center--Approved BY:-V~ Date:_~0 j .!~rebyceYHfy that. I have yead and examined 'l:.hi., Plill'mit and krlOW the- !Sa/Wit to be tn~e and COyy&ct.. All proviiliii6,r1$ of law'li,vai c.rrdil'1<1l"lCt.!$ 9CN&ynim t.hie t.)'pe of wOYk will be complied wit.h whet.ney :;lpecified herein OY nI:;lt..The . Y:i:l-,~l'l:.i of a p~iH'mit 000$ not pyesume to give authority to violate OY cs'l'1Ce1 t.he p,ovisiol'lS of , anyotH )".$ teClf' oeal 1 w yegu tin;;;! co t"y on 01' t per'!'oymanclll o'f eon:;,;huction. .' ,.......... J1 " b - pO / Oat.e,_____ ,__-.:_~_"~__ ~hat 1 am exempt. fl"Ol1'l t rJll'qiJ.iyemerrts of the $l'kate contractor'l$ YlilsistYiat10n l;;n~. under Chaptey 126. laws of 1 -;r,; Sign<atuyii/'U ____~,_____ Oate.:~____,__._______ Building Pejmit No: Status: Issued: Expires~, ~--~ .-1 j 01-0174 / j ISSUED '..t ~~ ~ i:~,~~~'~'''"i'''_~] """"'j'. ", . , ,I " ,1 I , ~ ,Lt'''' l BRE:MER'TON PE.RM'XT CENT'E:R, 286 4th Street" Bremerton" UA, 98337 Phone:: (360') 478-5275 'FAX: (360) 478-5278 '.., Job AddTe~s: 9300 SW BARNEY WHITE RD Location: ". ~SS'( Acct I'~o: 1123012-0,02--1001 R E .Q U :r F~ E D INS P E CT ION S Item: 01000 EROSION CONTROL Item: 02t300 SOILS COMPACTION Item ~ 02700 FINf~L --SLOG Dept: PUBWORKS Division: Dept: TESTING Division: Dept: SLDG Division: .****************~****************i************************************~********** "'TESTING: Must be reco9nized by the Washington Association of Bui.lding Offic SPECINSP: Must be,registeted with the state of WA Sf OF Wf':lt: state of WA Dept" of Labor and I ndust I' les 478--4921 HEr~L TH: Byeme<r;ton/Ki tsap Health DistY'let 478-',5235 (.'iLL INSPECTIONS PE FORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE PERMIT-CENTER. (3 0) 478~5275~ . . *****. ******* .*** '*,':+:**,f ****r***********. ************'*.************";*********,*********. /r, . /. P~nl}it'.Holder a . .... 'I1Al1fJ4 /J/ /~ .... ,. \/ '/9-{)!< : . SIgnetIJY'€! :__, . L~~t.I!f/J.l:1L:::_,,_ ,_~---.:._ Dat-e: _i2_~_"._~_~.~"":',..:...__~._. t ,< -......_~___-""___,_'"""-'~,.....-..'IIL_~~_._~llot_~~>!f______ ~ . .'Ie ''',-......l'C~ .,,~.I. ''''J. Nli ~l, r........~. , 40-.. f ~.~:-----r','t~", ~""" ''r'-''-->l!~~" ,."~.,, .}:~~ .Tm~fi'>;i'j\f;, ",~"~(~[t~~r ..- "-'-"~'r--"-c';--"'-"--~'r--"J I , ! ill :., :.-~-.. BREMERTON PERMtT CENTER PERMIT CONDITIONS Permi tNo =01 "-0:174 ,,:;, Page = 1 Job Address= 9300 SWBARNEY WHITE RD 'AssrAcct: No: 112301:2-,..002-1001 Lo(~ation : Appl led: 04/09/2Q.Q.l";~"'~ri Approved; 06/19/2061" IS$yed: 06/19/:2001 r~ , ' <, Applicant: WASTE MANAGEMENT INC Owner: WASTE MANAGEMENT tNC Contractor: E T ENVIRONMENTAL CORPORATioN d~~'Scr iption:. . '.:,:(~'R;t'()ING PERi"lIT r()R THE DEVELOPMENT OF OLYMPIC VIEW 0~TRANSFER STATION ,Condi tions: 1~ PLAN REVIEW CONDITIONS/COMMENTS: , A) SEND ALL SOILS TEST DATA TO THE' BREt'1ERTON PEI~M:rT CENTER, ATTENTION: LARRY CRAZE. PLEASE INCLUDE PERMIT NUMBER (01-0174) ON COVER SHEET OF EACH REPORT. 2. ENG!NEERING DEPT CONDITIONS/COMMENTS: '.A ) CONTACT UTILITIES FOR WATER SYSTEM REQUIREMENTS. B) NO ADDITIONAL COMl"IENTS TO GRADING AND STORM DRAINI~GE PLAN. 3. LAND USE CONDITIONS/COMMENTS~ ENVIRONi"7AL APPLICATION #PLOO~0022 ISSUED DNS 1-10-2001. Si9~~~u~:~:1~d I ~_"___., ,j,',..^..' ,'_11 I' (l~,/\ ~,.,.........11.{{)L ;/1:7.'1-------, / /9 ,/ _, en_,_ ,. ~,Ol..Jlit\i.~e>--lE_.._~__..l,",'en"_'___-,_._,- Da te ~J:::2_~,__-.::QL_ I ,>::, \ () ':\ l " -~- ,~ ~"----"-'"-'~~ .~"o< ........-..-...., _-A ",j, , v , . , ol! \, TO: FROM: DATE: CC: FILE#: RE: 8405 S. W. Nimbus Avenue Beaverton, OR 97008 i\ BREMERTON BUILDING DEPARTMENT 820867 Olympic View Transfer Station - Revision 2 to Drainage Report fEXPIRES 01/101/ Gl3 . . Shortly after our Permit Set plans were submitted, we received results from supplemental infiltration tests which we had run at the final design locations of our infiltration ponds. The results of these tests are attached. These tests revealed that our design infiltration rate of .1 in/min. is accurate for the south and north ponds, but that the pond to the west can only be designed with an infiltration rate of .01 in/min. due to soil conditions in that particular area of the site. Discussions with the geotechnical engineer indicate that the infiltration testing and coupled with information collected in boring log B-6 indicate that the infiltration of 0.1 in/min. can be expected in the new pond location. In light of this information, we have changed our design to include an additional infiltration pond in the northeast corner of the site. The onsite stormdrain conveyance system will remain largely the same, with the exception that the drainage from the intermodal yard will now be collected in a wet well and pumped through a force main to the new infiltration pond. The west infiltration pond will remain in place, but will provide minimum infiltration and will mainly serve as a detention basin for the water being pumped and collection from the building's southwest roofdrain connection. /'- u~".//:" The new detention pond is designed to absorb the entire 1 OO-yr 24-hr and 7 -c:@Y'storms without overflow, although an overflow weir at elevation 326.5 has been designed tg channel stormwater into the conveyance ditch which runs along the eastern a~nd "'/ northern boundaries of the site in the event of severe flooding. <>~ , Calculations are also provided as an attachment to this memo to support the design of the pumping station as well as the additional infiltration basin included in the form of a Santa Barbara Urban Hydrograph routing model. These calculations also support the size of the new infiltration pond for the routed storms pumped from the collection point at the intermodal yard. We have included 11 x17 size sheets of the grading plan, utility plan and pump station detail to support the current design. l:\Projects\Emcon Inclg20g67 Olympic ViewlOfficelWordIM06140Ldoc Olympic View Transfer Station - Storm Drain Pump Station Hydrology: Desi2n Hydr02raphs: 2-yr Design Storm HUAUUHAHHHH S.C.S. TYPE-1A DISTRIBUTIOO AHAHHHHHAU*** AAAAAAAAA 2-YEAR 24-HOUR STORM **** 3.20" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(lMPERV), CN(lMPERV), TC FCR BASIN NO. 0.9,80,2.99,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIa.JS TC(MINUTES) A CN A CN 3.9 .9 80.0 3.0 98.0 5.0 PEAK-Q(CFS) T -PEAK(HRS) VOL(QJ- FT) 2.79 7.67 36788 10-yr Design Storm UUAUUHAHHAHA S.C.S. TYPE-1A DISTRIBUTIOO HHHHAHAHAH*** HHHHA 10-YEAR 24-HOUR STORM **** 4.40" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(lMPERV), CN(IMPERV), TC FCR BASIN NO. 0.9,80,2.99,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIa.JS TC(MINUTES) A CN A CN 3.9 .9 80.0 3.0 98.0 5.0 PEAK -Q(CFS) T -PEAK(HRS) VOL(QJ- FT) 4.01 7.67 52961 100-yr Design Storm HHHHHHAHHHA S.C.S. TYPE-1A DISTRIBUTIOO HHHHAHHHH*** HHHAU 100-YEAR 24-HOUR STORM **** 6.30" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A( IMPERV), CN( IMPERV), TC FCR BASIN NO. 0.9,80,2.99,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIa.JS TC(MINUTES) A CN A CN 3.9 .9 80.0 3.0 98.0 5.0 PEAK-Q(CFS) T -PEAK(HRS) VOL(QJ- FT) 5.99 7.67 79031 lOO-yr, 7-Day Design Storm AAAAAAAAAAAAAAAAAA 7-DAY DESIGN STORM DISTRIBUTIOO A'AAAAAAAAAAAAA~ HHHAH 100-YEAR FREtlJENCY STCRM *** 12.10" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FCR BASIN NO. .9,80,2.99,98,5 DATA PRINT-OUT: AREA(ACRES) 3.9 PERVIOUS A CN .9 67.4 IMPERVIa.JS TC(MINUTES) A CN 3.0 96.3 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(QJ-FT) 2.00 54.00 151917 The pump station was modeled using a constant maximum discharge of two 260 gpm pump or 1.16 csffrom the west pond. (See pump station worksheet) The wet well will 06/14/01 Page 1 of 4 Ilportland2ldatalProjects\Emcon Incl820867 Olympic ViewIDesignIHydrolOVTS SD Pump Cales. doc have an overflow to the west pond and the overflow was allowed to infiltrate during the time of inundation. The following routing data indicates that the pond and pump system will work for all storm events from 2-yr to 100-yr. 2-yr Pond Routing: STAGE( FT) DISCHARGE(CFS) STaMGE(QJ-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 1.00 1.16 2908.0 2459.0 2.00 1.16 6653.0 2459.0 3.00 1.16 11204.0 2459.0 4.00 1.16 16593.0 2459.0 AVERAGE PERM-RATE: 100.0 MINUTES/INCH SATURATED PERM-RATE: 100.0 MINUTES/INCH GRaJtll STffiAGE BEFCRE SATURATIOO: .00 QJ-FT/SQ-FT INFLClJ/UJTFLClJ ANALYSIS: PEAK-INFLClJ(CFS) PEAK-QJTFLClJ(CFS) aJTFLClJ-VQL(QJ-FT) 2.79 1.16 35637 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 303.00 8.17 304.38 PEAK STORAGE: 4310 QJ-FT INFILTRATED VOLUME: 1049 QJ- FT lO-yr Pond Routing: STAGE(FT) DISCHARGE(CFS) STaMGE(QJ-FT) PERM-AREA(SQ- FT) .00 .00 .0 .0 1.00 1.16 2908.0 2459.0 2.00 1.16 6653.0 2459.0 3.00 1.16 11204.0 2459.0 4.00 1.16 16593.0 2459.0 AVERAGE PERM-RATE: 100.0 MINUTES/INCH SATURATED PERM-RATE: 100.0 MINUTES/INCH GRaJN:l STORAGE BEFORE SATURATIOO: .00 QJ-FT/SQ-FT INFLClJ/UJTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-QJTFLClJ(CFS) aJTFLOW-VQL(QJ-FT) 4.01 1.16 51489 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 303.00 8.50 305.19 PEAK STORAGE: 7500 QJ- FT INFILTRATED VOLUME: 1515 QJ- FT lOO-yr Pond Routing: STAGE(FT) DISCHARGE(CFS) STORAGE(QJ- FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 1.00 1.16 2908.0 2459.0 2.00 1.16 6653.0 2459.0 3.00 1.16 11204.0 2459.0 4.00 1.16 16593.0 2459.0 AVERAGE PERM-RATE: 100.0 MINUTES/INCH SATURATED PERM-RATE: 100.0 MINUTES/INCH GRaJN:l STORAGE BEFORE SATURATIOO: .00 QJ-FT/SQ-FT INFLClJ/UJTFLClJ ANALYSIS: PEAK-INFLClJ(CFS) PEAK-QJTFLClJ(CFS) aJTFLOW-VQL(QJ-FT) 6.03 1.16 792'22 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 303.00 10.67 306.71 PEAK STORAGE: 15050 QJ-FT INFILTRATED VOLUME: 2332 QJ- FT 06/14/0 1 Page 2 of 4 \\portland2\datalProjeets\Emcon loe\820867 Olympic View\Design\Hydro\OVTS SD Pump Cales.doe . , . lOO-yr, 7-Day Pond Routing: STAGE ( FT) DISCHARGE(CFS) STCRAGE(QJ-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 1.00 1.16 2908.0 2459.0 2.00 1.16 6653.0 2459.0 3.00 1.16 11204.0 2459.0 4.00 1.16 16593.0 2459.0 AVERAGE PERM-RATE: 100.0 MINUTES/INCH SATURATED PERM-RATE: 100.0 MINUTES/INCH GROJtil STOOAGE BEF(]~E SA TURA T!CJ.l: .00 QJ- FT /SQ- FT INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OJTFLOW(CFS) OUTFLOW-VOL(QJ-FT) 2.00 1.16 147819 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 303.00 55.00 304.86 PEAK STOOAGE: 6120 OJ-FT INFILTRATED VOLUME: 4352 0..1- FT East Pond Infiltration Modeling: The discharge from the force main was modeled flowing into the new East infiltration pond for the 2,10 and 1 OO-year ~torms. The top elevation of this pond is designed to be 326, and the maximum water surface level reaches 324.97 in the 100-yr 24-hour storm East Pond Routing Data: InJTINi oo.TA: sr~~) DI~CFS) SK.RPiE(u:c,FT) R:R+MA~~FT) 1.00 .00 9+19.0 ffi73.0 2.00 .00 11147.0 ffi73.0 3.00 .00 10135.0 ffi73.0 A~ R:R+RA1E: 10.0 MINJlES/It-Ol SAlLRAlID Fm+RA1E: 10.0 MINJlES/It-Ol 00Hl STCRAIE !Ef{]lE SAllRATICN: .00 aJ- FTjs:l- FT 2-yr Pond Routing: INFl.Q.IftlJTFLGJ JWl\LYSIS: FfAK- INFI,O.I(CFS) PfPj(-aJTfI.(W(CFS) OJTFLCW-\O..8aJ- FT) 1.16 .00 INITIAL-srro:(FT) TI~-(f-FfAK(IRS) FfAK-srro:-B.fV(FT) :24.00 9.67 :24.70 FfAK STCRAIE: 1D10 W-FT INFILlRAlID \O..lJIE: 35553 W-FT 10-yr Pond Routing: INFl.Q.IftlJTFLGJ JWl\LYSIS: FfAK-INFI,O.I(CFS) FfAK-aJTFILW(CFS) 1.16 .00 INITIAL -srro:(FT) TIfIE-(f-PfPj((IRS) :24.00 12.00 FfAK STCRAIE: 8S10 W-FT INFILlRAlID \O..lJIE: 51454 W-FT OJTFLCW- \O..baJ- FT) FfAK-srro:-B.fV(FT) :24.91 06/14/01 Page 3 of 4 \\portland2\data\ProjectslEmcon Inc\820867 Olympic View\Design\Hydro\OVTS SD Pump Cales.doc r- ~- 100-yr Pond Routing: INFLCWIOJfFLCW Pn'\LYSIS: FEPK- INFLClrJ(CFS) FEPK-aJTFLClrJ(CFS) 1.16 .00 INITIAL -SfJG:(FT) TIIIE-a:-FEPK(~) ~.OO 18.83 FEPK SJtRAIl:: 91(:() aJ-FT INFlL1RAlID \Q.J1IE: 79a)', aJ-FT 100-yr 7-day Pond Routing: INFLCWIOJfFLCW Pn'\L YSIS: FEPK - INFLClrJ(CFS) PfAK -aJTFLClrJ(CFS) 1.16 .00 INITIAL -SfJG:(FT) TIIIE-a:-PfAK(~) ~.oo 57.00 FEPK SJtRAIl:: ffiaJ aJ- FT , INFIL1RAlID \Q.J1IE: ' 1l,8136 aJ-FT 06/14/01 Cl.lTFLO.J- \C1baJ- FT) PfAK-SfJG:-B.EV(FT) ~.W WTA..OJ- \C1baJ- FT) PfAK-SfJG:-B.EV(FT) ~.91 Page 4 of 4 Ilportland2Idata\Projects\Emcon Incl820867 Olympic ViewIDesignIHydrolOVTS SD Pump Cales doc PUMP STATION WORKSHEET Project Name: Project Number: Computed By: Company: Phone Numbers: Olympic View Transfer Station 820867.00 B. Berry W & H Pacific (503)626-0455 Desh!:n Imputs: Pump Capacity Number of Pumps Discharge Diameter Force Main Length Elevations: Pump Discharge Force Main Discharge Vertical Difference Wet Well Diameter Pipe Hazen Williams Coefficient (C) 260 gpm 2 8 inch 900 ft 1.16 cfs pumping capacity 304 329 25 ft 72 inch 100 Calculations: Velocity (v) Head Determination: 1.66 ft/s 3.32 ft/s all pumps on EQuiv. Equivalent Number Length Length 0 Minor Losses: 90 Elbow 3 15.0 45.00 450 Elbow 4 5.5 22.00 Gate Valve 1 2.5 2.50 Check Valve 1 38.0 38.00 Equivalent Length 107.50 Total Length 1008 ft Friction Head (he) Total Dynamic Head 3.012(v{85L C1.85 d1.l65 One Pump Two Pumps 2 9 ft 27 34 ft Wet Well Storage Depth for Min. 2.5 Min. Run Time (Both Pumps): 24-hr Pump Capacity Design Storm Volumes: 2-yr 10-yr 100-yr 6.1 ft. 50047 cf 36,800 cf 53,000 cf 79,000 cf File: 1:\Projects\Emcon Inc\820867 Olympic View\Office\Excel\[Pumps.xLS]Storm Pump Page 1 of 1 6/13/01 OVTS - Slot Drain Discharge Worksheet for Circular Channel Project Description Project File Worksheet Flow Element Method Solve For i:\projects\emcon i-1 \820867-1 \design\hydro\ovts. fm2 OVTS - Slot Drain Discharge Pipe Circular Channel Manning's Formula Channel Depth Input Data Mannings Coefficient Channel Slope Diameter Discharge 0.013 0.010000 fUft 1.25 ft 6.00 ft3/S Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow is supercritical. 0.95 ft 1.00 ft2 2.65 ft 1.06 ft 0.99 ft 76.22 % 0.009203 fUft 5.98 fUs 0.56 ft 1.51 ft 1.09 6.95 ft3/S 6.46 ft3/S 0.008628 fUft Jun 11, 2001 16:10:53 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 C Page 1 of 1 ..JLin-04'-Ol OB:30A CJ Shin 425-tsot3-~.....c, S&EE SOIL & ENVIRONMENTAL ENGINEERS, lNC. 16625 Redmond Wav. Suite M 124. Redmond. WiL<lhington 9"052. (425) 86H-SR68 FAX (425) 868-7427 June 4,2001 Mr. Jon Archibald The IT Group IS0S5 SW Sequoia Parkway Suite l40 Portland, OR 91224-7155 Report ofInfiltratioD Study Proposed Olympic View Transfer Station Port Orchard, Washington S&EE Job No. 0048 Dea.r Jon: INTRODUCTION S&EE has perfonned a geotechnical investigation for the project. A report of which is dared January 23, 200 L and has been submitted previously. Per your recent request we have conducted an infiltration study. The purpose of this study is to evaluate the infiltration potential and a.veraged soil's permeability at three proposed infiltration locations (Poods "N", "s" and "W"). The locations of these ponds are sho\W on Figure I which is included at the end of this report. SOIL CONDITIONS During our previous geotechnical investigation. we investigated the soil and groundwater condjtions at'the site by the drilling of eight soil test borings. The locations and logs of these borings arc included in oUr geotechnical n:port. During the current infiltration study, we excavated one test pit at each infiltration pond location. The logs of these pits are included at the end of this report. The boring and test pit information indicates that the project site is underlain by sands. Two sieve analyses were performed 00 the sands and the gradation curves are included in the geotechnical report. No groundwater was encountered in any of the borings or test pits. 0048fl-rpt S&EE Jun-O.-Ol OB:31A CJ Shin 44ot::.a-OQIlQr-'......I5-, . . , Mr. Jon Archibald. June 4, 200 l Page 2 INFlL TRA TION TEST We have evaluated the infiltration rate of the subsoil at the proposed infiltration sites by conducting a total of eight infiltration tests, IT-I through IT-S. These tests were perfonncd generally in accOI:ding to the procedures stated in King County Surface Water Design Manual. The tests were conducted on May 29, 30, and 31, 200 I at the approximate locations shown on Figure I, We have calculated the averaged soil infiltration rates based on the infiltration test. n.e results are summarized in the table below. Note that the reconunended infiltration rates include a. factor safety of 2. '-N" A veraged Infiltration Rate (incb/minute ) 0.2 0,2 0,02 Recommended Design Infiltration Rate (with F.s. -=2) lincblminute) . 0.1 0.1 0.01 Pond ID '''S,t "W' ... * . We appreciate the opportunity to provide our continuous services. Should you have any questions regarding dIe contents of this report or require additional infonnatiDI1, please call. Very truly yours, SOIL &: ENVIRONMENTAL ENGINEERS, INe. ~-1+-~ C. J. Shin, Ph.D., P,E. President r~ Attachments: Figure I and Test Pit Logs 0048B-rpt S&:EE >, ~~-u~ U~:31A CJ Shin ,...-.. '-"-r po ! ~ en It I "C i -' "lI:I j C .. ... a; j ~.... . .Q E "'a :a c Z ,. ... as ! .D E J . .. .:l ~ .. - .. i ~ 4 ~ - - , t: ~ r,~....~ J 0 . ,\:" :~:.: , r. i:' /f~.:i:'i . ) ,;... //;?' :';::;' :. ! , . ~ ::.l' i: "::~~'j;' ,i ". 0 ,';.. 'i;"'~' ..... ''': . . I......:' ,!"i' ." ." :;:!:; I .... .' ,'. '," i J -I' , '.;,:: I r~'I~/" ... e"J , i :"ti \ a:.. .'fi ) , "-f f.; "'; :'; ! ~ " 1.,'::....~~~...., " ;',... ~. J ..... ",~ .:. ~: :. ,01' I I 'L: ..... ~~" : t, ~ ., ~~'~,';' r' " " . ':',' ;r !'/ :;~ , I !,'\/., r.. / " ,..' ,'r'. t" 425-seB-741i!7 ." J< 18 +1 .0__ · II L. JE~ttz Cel"'~~ '. -' /' 1. 't, ~ ~ ~, -j \. i" ". ......' iii.. . I.- \, . '.. " . , ; . ~, \ \ ' ...., ..,. ~. .,' \. "". \ '. >1. \~"""':I\\TI' , J7 '-I': :~~.\; ~ . J ~ r~1- i~ ; ; Ii';ii;':;/"/"" . ., r . " ., '. f'..... , " " ,.' .... --)1--- .. ,-' I.", -', " " , ,,' I' , I ,'" ~,~ , , , , / /. /' l'~" "" .Of"'" ....' .~.. . . " . " " .. '~" ", " ".' .:1 .' '. .-.... '.' ..../ I' . ! . /~ ;...} I <I ..- .'" "/" ~~ ('." ....,,:~.~., / )~l' .,. I ''''\ i ~ '" -_"'11,1 .' ."..... r . . [/'':''"", " U 'i )0 -, ~ .. ;: :.: JUn-04~Ol OS:31A CJ Shin ....I!::o-aoo-'........, 'l:) I!! .!!! I::~ -s 0 TEST PIT TP-1 i' e- !8 ~ .Q 1;:. Q ~ ~ Q. . ,OQ: .s, 1 ~ :S ~ Ul ~ CI) li} iSii u is '" !S SDII OesC//ptJotJ 0 0 .505 II) ~o Topsoil -5 Light tan and light brown medium sand with some fine and coarse sand, trace gravel. (loose to medium dense) (damp) Light gray fine und with medium slilnd Bnd trace gravel. (medium dense to dense) (damp) -10 I I I I J I I I I I I 1 I I I I I I , I I I I I J I I 1 I I I I I I I I I I I J I 1 1 I I I I I I 1 I I 1 I I I I 1 1 I I I 1 I I I I I 1 I I I I I I I I I I 1 I , I I I I I I I 1 I I I I I . ..\ - - - Test pit completed at a depth of 6 feet on May 31,2001. No groundWater encountered during excavation. -115, I I I I I I I I _20 I Client: excavation Method: Sample Method: Date: Grtlund ElevaUon: IT CorporalJon Track mounfed excavator to 3 feet and hand extavatlon to e feet NJA Mav 31, 2001 322 feet Figure TP-1 S&EE Job No. llII4B Proposed Kitsap County Transfer Station " Jun-04-01 OB:32A CJ Sh;n 4:i:::o-~oC:>-'''''''-1 't3 e \l:! 1 ;::. E' .~B CI:I :! ~ i r::::i~ J! ;S UlCll ~ 11I0 ~ 2- '5'6 Cl 0 ~ .$S ~ -0 -6 -10 -15 I I . , , I I , I I , I I 1 I I I I I , I I , , , I , I I I I I , 1 I ., . -- __20:_~~. I I I I 1 I , . , I I I I I I I I , I I I I I I , I I I I I I , I I I . _I _ _"j ~ .Q !- CI] (.) ~ TEST PIT TP-2 Soil DesCltption Topsoil Brown fine to coarse sand with trace sitt. trace gravel. (loose to medium dense) (damp) Light tan and light brown medium sand with some nne and coarse sand, trace gravel. (medium dense) (damp) Test pit completed at a depth of 5 feet on May 3', 2001. No groundwater encountered during excavation. Client: Excavation Method: Sample Method: Date: Groond Elevation: IT CorpDratiol'l Track mounted excavator to 2 raet and hand excavation to 5 teet. NJA May 31,2001 314 feet Figure TP-2 S&EE Job No. 0048 Proposed Kitsap County Transfer Station . , JUn-04-01 OS:32A CJ Shin , q.~Q-OQO-'''''''''''' \ "0 I!! ~ c:! ;s ! TEST PIT TP-3 0 E' ~B i- '" ;S~ 0 ~ ~ i -! ;s ~ ~1Il ~ ~ 'fi'5 E ~ lit ~ SDil D&scription CJ 0 ss lI) -0 Topsoil -6 Ught tan and &ght brown medium sand with some fine and coarse sand, trace gravel. (loose to medium dense) (damp) I I I I I I I I I I J I I -10: 1 I I I I I I Light gray ffne sand with medl~m srmdrm dtrace gravel. (medium dense to dense) (damp) -16 _20; I I 1 I I 1 I , J Test pit completed at a depth of 19 feet on May 31, 2001. No groundwater encountered during excavation. Client; Excavation Method: Sample Method: Date: Ground Elevl!ltion: IT CorporatIon Tracie mounted excavator to 19 feet N/A May 31 , 2001 319 feet Figure TP-3 S&EE Job No, llO48 Proposed Kitsap County Transfer Station ", -- ....'-....... I~ I', ~ I ') '" ~" Q 118406 SW NImbuS' Avenue " Be.verton, Orejfon 97008-1141 . (tJ03)tJZ6-046tJ (503)526-0775 Fax ....lJp.ci/lc.com J lilrlNtr;/lIr IT'..... E 6/14/01 [ 0 16/</011 C 14/$/011 8 1317/011 Ii b'9/o,1 R!vl (lA,l[ I tM1EOfISSlJ( 1'I/4/n1 tAST POND AOomON PER"'llT SUBMITTAL 90% SUa~lTTAl ~ SUBMITTAl OJENT REVIEW """""" llllllft'l'.Jr:u. MSa'l'~ ,~;;~~.:..;IET=^'I[ ~ ] GRADING AND EROSION CONTROL. PLAN 1 GRADING NOTES THE: CONTRACTOR SHAt.l.. PERFORM ALL WORK SHOWN ON THE: ORAWINGS AND AU. INCIDeNTAL WORK CONSIDERED NECESSARY TO THE: PROJECT IN AN ACCEPTABLE MANNER. 2. THE CONTRACTOR AND/OR SU3CONTRACTOR SHALL HAVE A MINIMUM OF' QNE (I) SeT OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE: AT ALL T/AIES DURING THE CONSTRUCTION PHAseS. J. ALl TREES, BRUSH AND DEBRIS WITHIN L1MI TS OF THE: PROJECT AREA TO BE FILLfO OR CuT SHALL BE REMOVED AND DISPOSED OF OUT OF THE PROJECT BY THE CONTRACTOR. 4. ALL. AREAS TO BE GRADED SHALL BE FIRST CL(ARfD AND THeN STR IPPED. THES( OPERATIONS SH....LI.. BE: PERfORM[Q AS DIRECTED IN THE GEOTECHNICAL REPORT. 5. TEMPORARY BERMS TO 8[ CONSTRUCTED AROUND INFILTR).TION BASINS TO PREVENT WATER FRO}J ENTERING THE S....S1N PRIOR TO FINAl.. PAVING. 6. TEMPORARY DITCHES/PAV/NC TO BE INSr....LLED TO DR..../N SITE: PRtON TO PAVJNC. 7. PERMANENT CUT AND F/U SLOPES SHAll NOT EXCEED 2: I (HORIZONTAL:VERTfCAL). LEGEND EX/STING PROPOSED SEGMENTAL RETAINING WALL ..................... C....ST -IN-PLACE CCWCRET! WALL . - - - - - - - RIGHT or WAY UNf - - - - - - - PROPERTY LINE LEAS( LINE - - - - - - - EDGE OF P....VEMENT GRA VEL EDGE SLOPE EASfMENT EDGE Of PAvEMENT EXTRUDED CURB -0- -X- CHAIN LINK FENCE UNDERGROUND TELEPHONE c OVERHEAD POWER ss SANITARY SEWER GAS G DRAINAGE CEN1FRL INE B/Q-BAG ( CATCH BASIN - AREA DRAIN INLET PROTECTION .:. SEDIMENT FENCING-PRECONSTRUCT/ON X- SEDIMENT FENCING-POST GRADING X--------X GRA\In CONSTRUCTION eNTRANCC ~lli:lli:~ ~ ~ 5' CONTOUR I f CONTOUR '--332~ 2' CONTOUR DRAINAGE; LOW POINT ~ rw...32.4 ~8 RETAINING WALL ELEVATIONS SOIL TEST LOCAT/ON .. I -@-Z-- I SCALE ~ 2,5 '.0 100 ~ Sf' ~ ("IT) , INCH - .50 FT 0/""'. PERMIT SUBMITTAL OLYMPIC VIEW TRANSFER STATION ][~~I~~; PRD.I;CT NO. '21'66' CA TCH BASIN TYPE , T,G. .. J.JO.J7 If IN .... 327.11 - 12" IF: OUT .. 326.91 - 12" CA TCH BASIN TYPE IL T.G. = J27.3O IE IN(SE) - 323.93 - 12" IE OUT ... 323.43 - lB" SrORMCEPTOR TYPE 240D RIM ... 327.80 IE tHeSE) .. J2J.JJ - 1S" IE OUT = J2J.1J - 18" 9 OlJ1TALL W/RfPRAP (3: 1 BEVEl PIPE ENO~ \:::/ IE "" 323.00 - fa'" 9 CONNECT TO EXISTING ~ CA TOi BASIN (REMOVE EXIST. If ... 330.20 9 CA TCH BASIN nPE t 'V T.G.... JJ2.JO IE OUT ... 329.30 - 12" t;S\ STORMCE:PTDR T'r'Pf 2400 \:::J RIM.. JJJ.OQ If IN .. J29.20 - 12" IE IN.... 329,11 - IS" 1 IE ooT ... 328.95 - 18" ~ G CONNECT TO (XlSTING f2" CONCRETE: -~-Z------""" PIPE, EL-J.J.4.J:t I / ./ ./ --- --... ~ OBA1N ~S, (0 CA TDi BASIN TYPE 1 - - - -li:OO=T ~~;g72 - 70" CD CA TCH BASIN TYPE f T.G. .. 322.20 If IN "" J19.52 - to. IE OUT - 319.35 - 12" eA TCH BASIN TYPE 1 T.G. .. .3.22.40 IE IN .. 318.75 - 12" If IN - 319,48 - 6" IE OUT .. 318.70 - IS" CA TCH BASIN TYPE 1 T.G. ... 323.30 If IN .. J18.20 - IS" IE OUT .. 318.20 - IS" CA TCH BASIN TYPE , T.G. - J22.10 It IN '"" 317.74 - IS" If OUT - J17.74 - 1S" STORUCEPTOR TYPt Z.f.OO RIM '"" J2J.29 IE IN(W) "" J18.30 - to" It IN(E) '"" 317.47 - 10" If IN(S) =' 317.09 - 15" IE OUT - J16.89 - IBM CATCH BASIN TYP~ 1 T.G. - J22.8O IE OUT .. 318.85 - fOM CA TCH BASIN TYPE 1 T.G. - 322.90 IE IN ... J17.70 - 10" IE:. OUT = 3/7.70 - 10M CArCH BASIN T'l'PE' , T.G. .. J22.5O IE OUT .. 320.00 - 10M 0) o o o 0) o o iJt,NlTARYSEWEB.J;fOTES: (]) ~S~NG MANHOLE RIM.. 334.00 :~ ;~~~J :: :j::~gg : g= ff~~H IE: IN~NW) .. 324.00 - 4" FORCE MAIN IE OUT "" 323.70 - 8M (EXIST.) , " , "- " ' "...................""'--- ,....._-::...-:~::~====~::---:::: 1/ // TYPE G-2 FIELD INLET GRA T( "" 323.00 IE OUT _ 321.00 - :5" G o o NOT USED CA TCH BASIN TYPE , T.C. - 3.32.50 fE OUT ,.. 330.50- 12" CONNECT TO aUILDING SS SEE MECH. FOR CONTINUA nON IE - J17.oo 151.28 LF 4" SS 0 5=0.0490 co I STANDARD CLEANOUT RIM - J3f.OO IE IN(SW) _ 315.86 - 4" IE OUT - 315.86 - 4" @> ~~A~DARD CLEANOUT RIM - J.32.BO IE IN - 320.02 - 4" IE our - 320.02 - 4" co J STANDARD CLEANOUT RIM.. 332.50 If fN.. 32360 - 4M IE OUT .. 323.60 - 4" @ NOT usro o G o NOT us," ~GEND: BOUNDARY UNE SLOPt EASEMENT INSTALL VERTICAL BENDS ON THE WATrnLlNE AS REQUIRED TO PROVIDE FOR J' MINIMUM COVER. G (]) NOT USED 2. CURB UN~ @ J. STORI.I UN! SANITARY UNE WA TER LINE o 0) o INSTALL 4S' BEND INSTALL VALVE' BOX SEE DETAIL 5/CI.09 ItCT ItUL I PUMP STATION RfM = 32J.50 :~ :Zf~J :: g:::gg : ~: SEE DE:TAfL 5/Cl.09 @ END PIPE IE = 327.00 PLUG END CA TCH BASIN WA TER QUALITY /JANHOLE . STORM DRAfN DR'I'WE'LL 0 SANITARY SEWER /JANHOf.E . FlRE HYDRANT A WA TE:R UE7f:R " WA TER VAL \o€ (GA rE, BUTrrRFt Y) ..'" DOCV mil SCALE sp ~~5sp 118<0' S'K Nlmbu. Ahnu. t BuvertoD. DregoD 97008-7J4J . f~gg~g~::~~;; Fu wb.peo1fio.colQ J ....o/1'1ttfTer..., E 6/H/01 -[01'/4/0'1 c 1./5/01/ 8 13/7/011 A 12/9/011 REV I ()ATE I OA1[~1$SUE _ ...2LU2l- [ET=~~- [ ~ 1[ EAST POND AOOmON PERMIT SUB~lnAl ill" SUBMlTTAl. :SOX sue"'lTTAL CUENT RE\IIEW ,,""'.. 0'IIttS'f. JRA IESIIY..JI-(A I I I I I lrMNBYlm:SBYIOtCBYIAPPBY -OIKlyJ!LB M'Plly-.-JILB I _____ (FtET) , INCH ... so IT @ G G CONNECT TO EXISTING 12" CONCRETE: PIPE 1E=3J4.1i: HOT USED CA Tm BASIN TYPE 1 T.G. - J32.25 iE IN(E) '" 329.25 - 12- (EXIST.) IE OUT - 326.95 - 1S- CONSTRUCT OVER EXISTING PIPE:. REMOVE: DOlllNSTRE'AM CULVERT CATCH BASIN J)f'E fL T.G. = 330.25 Ie IN - 326.23 - 15- If OUT "" 326.23 - 18" STORMCEPTOR TYPe 2400 RIM a 3Jtro IE IN - 32526 - 18" IE OUT - 325.06 - 18" ROOF DRAIN sma IE=322.oo - 6- 56 LF 6" so 0 5=.0'00 MIN. ROOF DRAIN sma IE=322.OO - 6~ S5 LF 6" 50 ., 5-.0100 MIN. G G G G G @ G Nor USE:D CA Tm BASIN TYPE , T.G. _ .J3U50 IE our m J2g.DO - 12" STORUCEPTDR TYPE 900 RIM.. 3J4.40 IE IN =- J26.97 - 12" If OUT _ J26.77 - 12" SO MH RIM _ JJ2.5O If IN - J28.81 - 12" IE OUT = J28.81 - 12" TYPE G-2 FIELD INLH GRAff .. 317.50 If IN .. J09.SO - IS- lE OUT - 309.50 - IS" OUTFALL INSTALL 60~ MANHOLE BOTTOM SECTION W/ ISM SUMP FILLED WI MIN. VIA. l' ROC/( FOR E:NERGY mSS/PA nON. TOP OF SEcnON "" .304.00 SUMP,. 300.00 IE _ JOI.SO ROOF DRAlN sruB IE - JI9.68 - 6- Sf) I./H RIM _ .J31.27 IE: IN = 324.9J - IS" IE OUT = 324.4.3 - 24" 50 FlA ITOP /JH Rf/J "" 327.40 IE IN ... 32J.1O - 24- IE IN .. 324.10 - 12- IE OUT - 32.3.10 - 2r Sf) I./H RIM""' 3J2.88 IE IN - 327.B3 - 18" - IBM @ G G e (0 (0 G lDO ~ PERMIT SUBMITTAL COMPOSITE UTlUTY PLAN OLYMPIC VIEW TRANSFER STATION J 1~;~~N;j PROJECT NO. 810881 ----- --- '. c'-~5 .= ---- . . ..;,;""""''''''''''''' - IHFlllRAnON .- ..' ? !J"FIL TRAJ!9N BASIN J.Y!.ESTl SCALE' ,'.20' -t;) _~-'Z--- ~~ ~ ~I '" \ fOP OF \VEl" ElEV, c.; .-...:. ~ ...Jf7.00 ~ "'-. , , '- ~ f '12- - 46_ W1oSUCO ROOf. (:lOl?C S'fORUORiCIN :3 TO COlIN SJJl[JJof DISCl"~paNT - ~~~ INFILTRATION POND TyPiG~i. SECT~ ~- ~ " --- , \ 324 323 ~ ::::::::::::::: FOREaAY 90fT"" ",v, _J2"',00 POND 80rTOIJ EllV. ...324.00 100- YE....R 2,f.-HR. [LE\/'. ....324.97 ;;;1 ~~/I ~~~i ~==---~- =---====--= ~ ( j~O- - _J.NFILTRAIlQN BAS~~' SCALE: ,'. 2ri ___ C /14/0 88405 S'I Nimb\Jl1l .lv.tJ11l8 B 6/4/01 . B&averUlrt, Ore,on 0' 9<1% suaumA' ~ 8'\' ttS ''I" l)t(.1I1" 1J'9~" 97008-1141 A ... ~'lE t1scWw:K Of( 81 81-8 (50')634-04155 lllV __rt~ JI'f>'''~ . {503}5Za-0176 Fax \l:~l~J~_ ~'ift-..:iJ! ,-,-,---__ Jfh'P.CiCIC.QOJD --~.. jJbW_/1lIt1f~ ____ ~ OL YI.IPIC VIE.'N TRANSfER sT ",'nON WA1tR QUALl1Y jlNFllIRA110N DETAilS QRA'fflttC KG. -@ INFlLTRA TlON EROSION CONTROL NOTES <= ,'.~ '" - - -- = I. IN ORDER TO PRoTECT INFlLTR^"ON .....,... DUR'NG CONSTRUCTION INFlLTRA"O. SlJRFACES SHALL ONLY oE EXCAVATED TO WITHIN /-1/2' Of THE OES<<'. POND .OTTOM. \ -(t-'Z--- I C1.07 PROJEti NO. """,,7 ;;;;;..- ----- -- IlIR. RV, 1Ci<. BY' IllAlV ~"'E' N-T.S. fD\iG.1 .. ". \ '" \ ~l- Hvdro Conduit sn; ~~~~,,~~ St.onPcept~ t'RllLCTl \ro,nCN: Sl(llO.(CEf'TlJR clMR >>ID GRAlL ~ GRADE MJUSTERS 10 r-32"~-i SUIT FlHlSHED GRACE........... .' ",'" "-' 1 ___.:ll Y k ' . ...... :1-30:'0-' V;l<IES 10" I r',',,~",;, '.' .,';. '.' ,;.'. .sKlli''' '!Hot 1 CHAMAFR. NOre:~ t. TNE USE or n.EXleLE CONNECTIONS IS RfC1:lt.llrID<<O Ai M ll"l.!l MID mm..e:r W~ERE.-ppl.JClJll,.E.. '1. THE. crMR SHouLD eE ?OSIDONEO cMR me oun.ET ()ROP WE AND nE OIl. QDHO\ff PIPE. J. lHE STOIt\M:EP1"OR svsn:N IS pR01t:CT[tl BY OlE OR J.m( Of THE FOLl..CHi\NG \j,S. f'A1UUS: 149851<48. 15~98331. '5725760. '!1m"!!!, '56,,"9un. "'_~I OR 000'E" srQRIIW'T 3~"'--"1.. OC';~T~;:.'~.. I~..R.. _.'OlL1 .... ORA ~"ISHEO .. . . .' CWIlCJUT SUI. '1-- 30'" L r :.' " .. ;\1P' -:. I"::".l. j- ~I - , · '.U~ 8' 16 '\ J...:. .. ~lm3 """"'""",, PElUS1\lC <<J outlET MNNFf.:11ON OffAL i..' .1 GB \'/H I--l o' WI .LR('.rn llotl..EI TF"F' DROP Plef; I .a' I I 1"- I an, A Qt1_ ~ L SlONS 2i")(J2- eRA TE OWeN B~ PLAN ..~-----' --- Hydro Conduit src gOO f'rO(l6SL ~ncret. Stonnceptor' (gOl1IJ!'1GalIMCaJ!2l!I' ;;;mI, 1[l('..AllDM1 IJR.p'r'\ EK:'8y. w~) @,,:, N1S IOI/G.1 .QU.1UI....tWN~('11nN nFTJj, @\t; ~1 \':,.:\ :.,i~ .':~\ ,.;..~ '. . ~ .' -'Q ~ " " ,..,........1 · ~:"'. .. to .. ,- . -\.... 2". ~.i-- \ ~ON A-A ". 10 6' rnVERL/\P _.~H 6" flil ARcm INLEI :r~E l'\ROP PIfE ",cm" 1':lRlI CHAMBEB NOTE: : I. T1-iE l.i5E OF f\.EXIBl-t CONNECTIONS IS RECOMMENDED /<..T THE INLET AND OUTlET WHERE p,fIPUCABLE. 2. THE. C()'v{R SHOULD BE POSITIONED OVER THE. OU1'lO QROP PIPE ANO THE em. CLEfflOUT PIPE:. 3. THE STORMCEPTOR SYSTEM IS PROTECit.D BY ONE OR UQRE OF THE FOl.l.DWlHG u.s. PATENtS: #.f985H8. 1549~~\. ,';)725760. 15753115, ,5849i61. NOTES: DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 8" Of J/4~ COMPACTEO BASE MATERIAL DITo; INLET STRVCWRES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR ....PPROVED PReCAST = MINIMUM WALL 1HICKNESS TO 8E: 5- REINFORCEuENT TO BE REBAR MEEnNG ASThI MIS GRADE 80 Of'f WElDED WIRE M€E17NG ASN A491 .(f;) REV \ UlsG:';, nUN \ >>~, 1lA .~ I REV.I sra 2400 PREOAST CONCRETE STORMCEPTOR scAlE: N. T.S. Il!'r Il!'LL LEGEND: ~ - o (2) SO' !lEND (,...n.) OIP o FLEXIBLE COOPtiNG M TRANSlRON couPUNG o z. PVC GRAIN I\fTH FLAP VALVE. INSTAlL p-TRAP AT VAULT (0 EXn:RNAl SWING GNECK VAL...., Cl 150: (,..ng); Sf "","ICAN "RUNG'" EQU'L lN5TAL' WIlT S\\fTCHES. o os 4t Y GATE VA1.~ a. 150: (t1gxflq}i By....",ER/CAN' DARUNG OR ('QUAt. 0S1'OOI.. o lIT (""".) o f1.Gxfl.G m WIlli &UNO FLANGE AND K....1JlOCK CONNECTOR @ Hl CMM CAS1lRANSlnON CQUPUNG-OIP TO p~ BY SW1H-BUlR OR !.OJAl @ PIPE SUPPORT, SfJ,JUJOH PIP! STAND OR EQUAL @ ~~ui:s. co:J.R~C:~~ ~~~fo.~~d~~~ON~\S F~~ BRANCH TURNED UP IN 'THE J---(30X 10 THE wET WEll.. SHALL BE 2 SIZES ov(R COD! REQUIREMENTS. puMP STATION OESlGN DATA \(LacA nON' PUMP T'tPE: GENERAL: -p INFORMATION; HORsE' POltFR !OfAl omAAlIC l~~_(f'T) fAPAClTY (GP"" ~ poWER AlAmJ TE:l~MTRY EPA RWABILlTY FORCE ~AIN: DIAMETER (INJ LENCHT ifP. l~D1SCH.ARGf: - ~AIR ~o.aSE VAL YE'S in'" CONmOl5: 80TH' Off \ lEAD ON - - ...... I LAG ON I OvERflOW ,4U.HM \otE"T WE"LL nevATlONS: ~Fv...n{)hl('ifJ.I,1 (N....RT(5) S1~ O~l.aw slf~(lNV. DISCHARGE: t:L. 10.0 t.U:VA 11014 Y/lU1. T Fl.00R \-\€"f \1fJ.L 10 ;OLtlJPIC 'lfEW TRANSFER srAnoN:-aRE~WN~WA5HINGTON !OUPLEXo SU8M~S1BlE. NON-CL.OG. C rANT SPEeD \PACO uFT NOH-a.OG SERIES.woo ~STEWA1ER pUMPS OR APpfU)1Ef) eQUAL WITH UF'T RAIL SYSTEM, \ ~IT~Y { S~ SEWER SEwER I.S 5.0 so 37 1SO 2150 1,150 '.150 J PHASE. 80 HZ. 208V J PHASE. 50 HZ. 20BV Cl,ASS I. DfVlS10N C1,.4SS I, OfVfSION ~TO DIALER /I ~um DtA.LfP U J' -3<2' 8' go;; HI... NIA FLOAT UE~RY SWITCHES ~S1CAl('Y SAFE: RelA JOIj.J8 3iOJB 310. as J1W8 flOAT Alf'RCURY SlMrcHES ~SlCAlL,( SAFF.. RELA'rS) 295...w "j(iiM "JO"2.OO J06.SO ll~$C~lP1lDN \ BJ, ~ STC 900 PRECAST CONCRETE STORMOEPTOR SCALE: N.r.S, I~ ~ TYPE G-2 DITCH INLET SCALE: N. T.S. y\h II~ \ 2'TriJ \ 0 iF / t' / t' t' j " " INF1.0W " t' t' " poYorn rrm " fROM aUllDING~1J Il!'T Il!'LL NOTES' I. ufiuTr VAUf.T NO. .."'4-lA W/ covER NO. H-JJ2P. mSTALL VAULt AS SHOWN FOR V....L. vE VAUl T 2. ~r ~L.L SHov.N RCP CLASS (If. SCAL. ra PReVENT (jROI,lNOWA'l& INTfWSON INTO we:M(ll. .1. AU. VAULT;.RD Kf"T wElL pJPtNG TO BE DUCTILE' IRON CLASS 52 E)(aYT AS NOTED. 4. WALL Hot! SIZES AND LQC.4 nONS TO SE SPEOFlEO t3Y THE CQNfflACTDR TO THE' MANuFACTURER FOR PREFABRlCAnOH. 5. DOOR MUST 8E INSTALLED TO ALLOW mE LAODtR TO Be USED wrJliour CONFlICT. ORlfNT DOOft OVER VAl1JES- 5. OMITTED 7. !.AODffi TO BE BQtTeO TO flOOR AND FRAME. INSTALL 'Al1H SJl.eo LOO<ING TYPE: 'UDDER' uP" OPTION OR CQlJAL 60' DIA. WET WELL SCALE': N.T.S. @ 118.06 "" Nlmbu. A"oue 8eaverton. Ol'iJlOlJ , 91008-1141 4 (503)tWl-0-4lilS (503)528-0175 FOJ( 1I'bpa.cWa.colD ~Jilrlg/t,n'./tllltr~ FRAME AND OPEN GRATf, WNED GRA~€' OR SOLID cOVER. 2.x4.xS" SCUD BRJCK . USED FOR FiNAl. MJJUSTlJfNT . TO GRAD(. ".. HIGH w.x orrCH BOtTOM' \;:~nil ~:~ ..'1 j "., " ~~ :~ 0SQ 'I ,.... 8," ~?. '~ '" III ~ ~>...:,. 4'H": - ~ H- ,.......1.1 ---\4"1 .:32'. 4", 6" OR 12" CONCRETE RISER seCTION ClASS 4000 CONe I..\-- ~ ~ PRE:CA5T CONe BAS! stcnON W/MAX of ONE' 2Q-~ KNOCKOUT PER SIDE, ENTRANCE' M-JGI..E TO Sf L.JI,lITED BY KNOCXOUTS cuss 4000 CONe PIPE OUTER OlA PLUS ca WALL THICJ<NE'SS SHALL NOT EXCffD 20". SECTION B-B ,i?\ ~ WDOT TYPE 1 SUMPED CA TCH BASIN SCALE: N. T.S. :====7-=-======~ POv.€R AND CONTROlS moo aUu...D1NG. sEe UECTRtCAt. oWGS. 1!-~ 2 COATS BITUMAS17C SEALER- T'tPlCAL WET WELL & VAL. VE sox. EXTF:WOR ONt Y' uNK StAL TYP A T ALl PENETRA nONS OR (QUAl. ~T wal lot VALVE BOX. ....YAL VE BOlL i ~ "'~ ;l'" tJ~ ..~~ ~~ q~ tc i \1l OVE"RFtOW ALARM LAG PUMP ON lEAD PUMP ON som PUMPS OFT Fl._my \" 12" BtDDlNG Of J/."-D COMPACTED Sl..lBGRAOE MEET I.(IoNUF....CTURER.S CLEARANCES 5ECTlOfl!. Clftll/(U 1 PERMIT SUBMlTIAL _~1J\ET~~ \r 1ftMJ\ ~~~ j JL;-- ' -' Jt...NG NO. \1 C1.09 STORM/SANITARY SEWER DETAILS PltQ.ECT "D. 820861 OL YlAPlC VIEW TRANSFER STATION Application for General Permit to Discharge Stormwater Associated with Construction Activity (Notice of Intent) o Change of Information Permit # S03 - (Please print in ink or type) Form Please Read NOI Instructions Before Filling Out This Contact Name Tamara Gordy Company Waste Management Mailing Address 13225 NE 126th Place NE City Kirkland Phone No. 425/814-7834 II. Owner/Representative of Site (All correspondence will be mailed here) Owner's Name Phone No. Terry Bickel 360/415-2751 Company Name Waste Management - Brem-Air Disposal Mailing Address 9300 SW Barney White Road City State Pt. Orchard WA Zip + 4 98367 I. Contact Person State Zip + 4 W A 98034 III. Site Location/Address IV. Billing Address Site Name Contact Name Olympic View Transfer Station Terry Bickel Street Address (or Location Description) Company Name 9300 SW Barney White Road Waste Management - OVTS City (or nearest city) Zip + 4 Mailing Address Pt. Orchard 9300 SW Barney White Road County City State Kitsap Pt. Orchard WA Provide legal description if no address for site (attach separate sheet if necessary) Phone No. 360/415-2751 Zip + 4 98367 ;0, , V. Receiving Water Information (check all that apply) '1)' A. Does your construction site discharge stormwater to: - 1. 0 Storm drain system - Owner of storm drain system (name) rJUILDBINRGEMERTON - - - - - IU DEPARTMENT 2. ~ Indirectly or directly to surface waters (e.g., river, lake, creek, estuary, ocean, wetland) 3. 0 Directly to ground waters of Washington state. 0 Dry Well 0 Drainfield 0 Other B. Name(s) of receiving water(s) Union River Initial discharge is to an unnamed receiving water? ~ Ves DNo VI. Construction Activity Information 1. Total area to be disturbed 14 Acres 2. Projected construction startup Mav 2001 month/year ; projected completion date Julv/2002 month/year VII. Stormwater Pollution Prevention Plan (SWPPP) Has a stormwater pollution prevention plan been developed? If NO, will a plan be developed prior to the start of construction? X Ves OVes ONo ONo Ecology must be notified that a SWPPP will be developed prior to the start of construction by checking the appropriate boxes above or by sending a follow-up letter to Ecology. . A stormwater pollution prevention plan must be developed prior to the start of construction. . VIII. State Environmental Policy Act (SEPA) If the SEPA process has not been completed at the time of NOI submittal, a follow-up letter must be sent to Ecology with the following information prior to Ecology granting permit coverage. Has a SEPA review been completed? ~ Yes 0 No 0 Exempt Type of SEPA document ~ DNS 0 Final EIS 0 MONS Agency issuing DNS, Final EIS, or Exemption City of Bremerton ; Date Januarv 10. 2001 Are you aware of an appeal of the adequancy of the SEPA document? 0 Yes ~ No (If yes, please attach explanatory letter.) SEPA requirements must be complied with prior to permit issuance. IX. Public Notice The public notice must be published at least ~ each week for 2 consecutive weeks, in a sinqle newspaper which has general circulation in the county in which the construction is to take place. See the NOI instructions for the public notice language requirements. Permit coverage will not be granted sooner than 31 days after the date of the second public notice. Note: this NOI must be submitted to Ecology on or before the date of the first public notice. Provide the exact dates (mm/dd/yy) that the first and second public notices will appear in the newspaper: Date of the first public notice 03 I 23 I Q1 ; Date of second public notice 03 I 28 I Q1 Name of the newspaper which will run the public notices The Bremerton Sun Ecology is no longer requiring the submittal of the affidavit of publication. A copy of the notice to be published must be provided along with the NOt. X. Regulatory Status A. 0 NPDES Permit (e.g., industrial stormwater) Permit No. B. 0 State Waste Discharge Permit Permit No. C. [J Air Notice of Construction, Permit, or Order Agency _____ D. D State/USEPA Hazardous Waste 10 No. XI. Certification of Permittee(s) "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the infonnation, the infonnation submitted is, to the best of my knowledge and belief, true, accurate, cmd complete. 1 am aware that there are significant penalties for submitting false infonnation, including the possibility of.fine and imprisonment for knowing violations. " , ]);ls-l-r,~.1 Title 1tt1~ -- .~. . Own r/Repr. )(. ~~13~ dhl!&1 Owner/Repre tative's Signa ure Da'fe / . Sign and return this document to the following address; for questions call (360) 407-6437: Washington Department of Ecology, Water Quality Program, Storm water Unit, PO Box 47696, Olympia, WA 98504-7696 The Department of Ecology is an equal opportunity agency and does not discriminate on the basis of race, creed, color; disability, age, religion, national origin, sex, marital status, disabled veteran's status, Vietnam Era veteran's status, or sexual orientation. ECY 020-85 (Rev. 11/95) (Appendix 1) , . Public Notice (once a week for 2 consecutive weeks in a single paper with general circulation in the county) The following applicant seeks coverage under the Washington Dept. of Ecology's NPDES General Permit for Stormwater Discharges Associated with Construction Activities: Waste Management- Olympic View Transfer Station 9300 SW Barney White Road Pt. Orchard, W A Land-clearing, excavation, and construction activities associated with construction of a solid waste transfer station at the site are planned. An erosion control plan and best management practices as approved by city and county agencies will be used to protect the quality of stormwater leaving the site. Stormwater runoff from the site is discharged to unnamed tributaries of the Union River. Any person desiring to present their views to the Department of Ecology concerning this application; or interested in the department's action on this application may notify the Department of Ecology in writing within 30 days of the last date of publication of this notice. Comments can be submitted to: Department of Ecology, P.O. Box 47696, Olympia, WA 98504-7696. ~~II ....azan ~ ~I'-L~ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 6, 2002 KAProjectNo.: 106-01051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, WA 98367 Dear Mr. Frisby: O)~~~nw~~ lfU FEB 15 2002 .:J BREMERTON BUlL~ARTMENT RE: Waste Transfer StationlPt. Of Bremerton In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: December 3 December 7 December 10 December 14 December 19 December 20 December 21 January 3 Concrete Report No. 3822 Concrete Report No. 3823 Concrete Report No. 3858 Concrete Report No. 3864 Concrete Report No. 3944 Concrete Report No. 3945 Concrete Report No. 3946 Concrete Report No. 2533 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. ~tfUllY submitted, P~i~M~ager Peninsula Division PS:dc Enclosures cc: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370 . (360) 598-2126. Fax: (360) 598-2127 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 'Project 'No. 1 06-01 051 Cyl. Code P2748 Pour Date Weather OVERCAST Jurisdiction KITSAP CO. 12/3/2001 Report No. 3822 Permit No. Project WASTE TRANSFER Location BREMERTON Client ET ENVIRONMENTAL Engineer Architect Contractor ET ENVIRONMENTAL Field Data Site Mix Supplier FRED HILL Plant No. 4 Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 11:40 383 49093 4.5 53 48 Reported Batch Data Cement Type 1 & 2 Design Actual X Mix No. M4060 .1 563 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1976 Placement Area Footings X SlablDeck Admixture A340 1384 17.4 4402. Sand Ibs. Water Walls Slab Columns Grade Beams Other Pilings Other Air Ent. (ozlcwt.) Grids 1, C-F SAMPLED @1,D Water Added on Job (gals.) o Remarks PLACED BY CHUTE. CONCRETE VIBRATED. SAMPLED 6 OF 6YDS., RESTEEL PER SHT. S4, W/C=0.42 Items Inspected X Conforming Inspector D. RICHARDS Reviewed By ~ Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. 12/04/01 Cyl. Code P2748-1 P2748-2 P2748-3 P2748-4 P2748-5 P2748-6 P2748-7 P2748-8 Test Dia Date 12/10/2001 12/31/2001 12/31/2001 12/31/2001 Age Dim. 7 4X8 28 4X8 284X8 28 4X8 Length Max. Compo Tested Break Test Method Area Load Str. (psi) Set# By Type 12.57 63920 5,090 SK 1 ASTM C39 X 11.87 83170 7,010 * SK 5 X C-1231 12.53 81330 6,490 SK 2 Other 12.50 85510 6,840 SK 2 Compressive X Flexural Remarks Results Reviewed B~ Test Results X Conforming Non-Conforming Codes for Break Types: Date Reviewed ,. Cone X 2. Cone & Split X 3. Cone & Shea' 6. 4. Shear / 5. Columna' (Spl~) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 3823 , Projec~ No. 1 06-01 051 . Weather CLEAR Cyl. Code P2763 Pour Date Jurisdiction KITSAP CO. Permit No. Project WASTE TRANSFER Location BREMERTON Client 12/7/2001 Report No. Engineer Architect Contractor ET ENVIRO. Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 10:20 381 49261 Site Mix Plant No. 4 Reported Batch Data Cement Type 1 & 2 Grout Design Actual X Flex Beams Other Mix No. M4060 .1 562 Ungrouted % Air Slump N\A 4.5 Conc. Air Temp. Temp. Unit (F) (F) Wt. 51 45 N\A Cern. Ibs. F. Ash Ibs. 1972 C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1379 17.3 80.0 02. 44.0 OZ. Placement Area Water Footings SlablDeck Walls X Slab Grids Admixture A323 A340 Columns Grade Beams Other Pilings Other Air Ent. (ozlcwt.) Water Added on Job (gals.) o Remarks PLACED BY BUCKET, CONC. VIBRATED, RE5TEEL PER SHT. 54 & S5, SAMPLED 29 OF 54YRDS. W\C=0.42 Items Inspected X Conforming Inspector D. RICHARDS Laboratory Data Cyl. Test Dia Code Date P2763-1 12/14/2001 P2763-2 1/4/2002 P2763-3 1/4/2002 P2763-4 1/4/2002 P2763-5 P2763-6 P2763-7 P2763-8 Remarks REFERENCE FIELD REPORT#:5260 Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shear ;\ 4. Shear / 5. Columnar (Spl') Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 Results Reviewed By ~ Codes for Break Types: Reviewed By ~ Design Strength 4000 Length Max. Compo Load Str. (psi) 57690 4,590 76110 6,020 77430 6,130 74760 5,920 Non-Conforming Date Specimens Rec'd. 12/10101 Area 12.57 12.64 12.64 12.64 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 12/10/2001 Report No. 3858 'project No. 1 06-01 051 Weather RAIN Cyl. Code P2770 Pour Date Jurisdiction KITSAP CO. Permit No. Project WASTE TRANSFER Location BREMERTON, WA. Client Engineer Architect Contractor ET ENVIRO. Site Mix Reported Batch Data Cement Type 1 & 2 Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 12:40 69 49354 Plant No. 4 Grout Design Actual X Flex Beams Other Mix No. M4060 .1 571 Ungrouted % Air Slump N\A 4.5" Conc. Air Temp. Temp. Unit (F) (F) Wt. 51 48 N\A Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1972 1377 18.5 40.0 OZ. 44.0 OZ. Placement Area Admixture A323 A340 Water Remarks PLACED BY CHUTE, CONCRETE VIBRATED. RESTEEL PER SHT. S4 & S5. SAMPLED 10 OF 12 YRDS., W\C=0.45 Inspector D. RICHARDS Reviewed By ~ Footings Slab/Deck Grids 1, C-F Walls X Slab Columns Grade Beams Other Pilings Other Air Ent. (ozlcwt.) SAMPLED AT 1, E. Water Added on Job (gals.) 10 Items Inspected X Conforming Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. 12/14/01 Test Method Cyl. Code P2770-1 P2770-2 P2770-3 P2770-4 P2770-5 P2770-6 P2770-7 P2770-8 Test Dia Date 12/17/2001 117/2002 1/7/2002 1/7/2002 Age Dim. 7 4X8 28 4X8 284X8 28 4X8 Length Max. Compo Tested Break Area Load Str. (psi) Set # By Type 12.77 48560 3,800 SK 1 12.58 62060 4,930 SK 1 12.59 62910 5,000 SK 1 12.59 63730 5,060 SK 1 ASTM C39 X C-1231 X Other Compressive X Flexural Test Results X Conforming Non-Conforming Results Reviewed B~ REFERENCE FIELD REPORT#:5261 Date Reviewed 1. Cone 6. 2. Cone & Spll' X 3. Cone & Shear L 4. Shear / 5. Columnar (Split) Remarks Codes for Break Types: Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 . Projecf No. 1 06-01 051 . Weather CLEAR Cyl. Code Project WASTE TRANSFER Location BREMERTON Client P2782 Pour Date 12/14/2001 3864 Jurisdiction KITSAP CO. Report No. Permit No. Engineer Architect Contractor ET ENVIRO. Field Data Supplier FRED HILL Concrete X Prisms Grouted Mortar Time Truck # Ticket # 12:20 58 49495 Site Mix Plant No. 04 Grout Flex Beams Reported Batch Data Cement Type 1 & 2 Design Actual X Ungrouted Other Mix No. M4060 .1 563 % Air Slump N\A 3" Conc. Air Temp. Temp. Unit (F) (F) Wt. 50 40 N\A Cern. Ibs. F.Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1976 Sand Ibs. 1378 15.7 80.0 44.0 Placement Area Admixture A323 A340 Water Footings SlablDeck Grids A, 9-11 Walls X Slab Columns Grade Beams Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 10 Pilings Other Remarks PLACED BY BUCKET. CONCRETE VIBRATED. RESTEEL PER SHT. S5. SAMPLED 27 OF 42 YRDS. W/C=0.42 Items Inspected X Conforming Inspector D. RICHARDS Laboratory Data Cyl. Test Dia Code Date P2782-1 12/21/2001 P2782-2 1/11/2002 P2782-3 1/11/2002 P2782-4 1/11/2002 P2782-5 P2782-6 P2782-7 P2782-8 Remarks REFERENCE FIELD REPORT#: 5303 Results Reviewed BY~ Codes for Break Types: Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 Reviewed By \1 Design Strength 4000 Length Max. Compo Load Str. (psi) 55930 4,460 71560 5,710 71580 5,710 72360 5,780 Area 12.53 12.53 12.53 12.53 Date Reviewed Non-Conforming Date Specimens Rec'd. 12/17101 Tested Break Test Method Set # By Type SK 1 ASTM C39 X SK 1 C-1231 X SK 1 Other SK 1 Compressive X Flexural Test Results X Conforming Non-Conforming ,. Con. X 2. Cone & SpHt I 3. Con. & Shear ;\ 4. Shear / 5. Columnar (Spl') Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3e, Poulsbo, WA 98370 (360)-598-2126 . Project No. 1 06-01051 . Weather CLEAR Cyl. Code P2795 Pour Date Jurisdiction KITSAP CO. Project WASTE TRANSFER Location BREMERTON Client 12/19/2001 Report No. 3944 Permit No. Engineer Architect Contractor ET ENVIRO. Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 10:15 69 49671 Site Mix Plant No. 04 Grout Flex Beams Reported Batch Data Cement Type 1 & 2 Design Actual X Ungrouted Other Mix No. M4060.1 564 % Air Slump N\A 411 Cone. Air Temp. Temp. Unit (F) (F) Wt. 50 43 N\A Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1972 Sand Ibs. 1381 19.2 80.0 44.0 Placement Area Admixture A323 A340 Water Footings Slab/Deck Grids C-D, 15-17. Walls X Slab Columns Grade Beams Pilings Other Remarks PLACED BY BUCKET. CONCRETE VIBRATED. RESTEEL PER SHT. S5. SAMPLED 18 OF 30 YRDS. W/C=0.45 Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 10 Items Inspected X Conforming Inspector D. RICHARDS Laboratory Data Cyl. Test Dia Code Date P2795-1 12/26/2001 P2795-2 1/16/2002 P2795-3 1/16/2002 P2795-4 1/16/2002 P2795-5 P2795-6 P2795-7 P2795-8 Remarks REFERENCE FIELD REPORT#: 5307 Results Reviewed By ~ Codes for Break Types: Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 Reviewed BY?tt Design Strength 4000 Length Max. Compo Load Str. (psi) 66250 5,290 78930 6,280 81090 6,460 79780 6,350 Area 12.52 12.56 12.56 12.56 Non-Conforming Date Specimens Rec'd. 12/21/01 Tested Break Test Method Set # By Type SK 1 ASTM C39 X SK 1 C-1231 X SK 1 Other SK 1 Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed ,. Cone X 2. Cone & Split X 3. Cone & Shear 6. 4. Shear / 5. Columnar (Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 . projeqt No. 1 06-01051 . Weather RAIN Cyl. Code P2797 Pour Date Jurisdiction KITSAP CO. Project WASTE TRANSFER Location BREMERTON Client 12/20/2001 3945 Report No. Permit No. Engineer Architect Contractor ET ENVIRO. Site Mix Plant No. 04 Mortar Grout Flex Beams Field Data Supplier FRED HILL Concrete X Ungrouted Other Prisms Grouted Time Truck # Ticket # 1 :30 73 49736 % Air Slump N\A 3" Cone. Air Temp. Temp. Unit (F) (F) Wt. 52 45 N\A Reported Batch Data Cement Type TILBURY 1 Design Actual X Mix No. M4060.1 570 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1976 Sand Ibs. 1378 19.6 44.0 Placement Area Admixture A340 Water Footings SlablDeck Walls Slab Grade Beams X Other Columns Grids 2,C-E 13,C-E 14,C-E. Pilings Remarks PLACED VIA CHUTE, CONCRETE VIBRATED. RESTEEL AS PER SHT. S4, SAMPLED 9 OF 25 YRDS. W\C=0.44 Other Air Ent. (ozlcwt.) Water Added on Job (gals.) o Items Inspected X Conforming Inspector D. RICHARDS Laboratory Data Cyl. Test Dia Code Date P2797-1 12127/2001 P2797-2 1/17/2002 P2797-3 1/17/2002 P2797-4 1/17/2002 P2797 -5 P2797 -6 P2797 -7 P2797 -8 Remarks REFERENCE FIELD REPORT#:5308 Results Reviewed By t~ Codes for Break Types: Age Dim. 7 4XB 28 4XB 28 4XB 28 4XB Reviewed By ~ Design Strength 4000 Length Max. Compo Load Str. (psi) 65630 5,230 77920 6,220 74390 5,940 81640 6,520 Area 12.54 12.53 12.53 12.53 Non-Conforming Date Specimens Rec'd. 12/21/01 Tested Break Test Method Set # By Type SK 1 ASTM C39 X JLM 1 C-1231 X JLM 1 Other JLM 1 Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed ,. Cone X 2. Cone & Spll' X 3. Cone & Shear 6 4. Shear / 5. Columnar (Spl') Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 'ProjecfNo. 106-01051 Cyl. Code P2805 Weather CLEAR Jurisdiction Pour Date 3946 Project WASTE TRANSFER Location BREMERTON Engineer Architect 12/21/2001 Report No. Permit No. Client Contractor ET ENVIR. Field Data Site Mix Supplier FRED HILL Plant No. 04 Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Cone. Air Temp. Temp. Unit Time Truck # Ticket # %Air Slump (F) (F) Wt. 9:10 44 49778 N\A 3.5" 50 40 N\A Placement Area Footings X SlablDeck Columns Grade Beams Walls Slab Pilings Other Grids C.5-D.5, 1 Remarks PLACED VIA PUMP, VIBRATED, RESTEEL AS PER SHT. S7, SAMPLED 36 OF 63 YRDS. W\C=0.44 Inspector D. RICHARDS Reviewed BY~ Laboratory Data Cyl. Test Dia Code Date P2805-1 12/28/2001 P2805-2 1/18/2002 P2805-3 1/18/2002 P2805-4 1/18/2002 P2805-5 P2805-6 P2805-7 P2805-8 Design Strength 4000 Length Max. Compo Load Str. (psi) 48610 3,880 71470 5,700 75560 6,030 72580 5,780 Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 Area 12.52 12.54 12.54 12.54 Remarks REFERENCE FIELD REPORT#:5323 Results Reviewed By ~ Reported Batch Data Cement Type 1 & 2 Design Actual X Mix No. M4060.1 562 Cem. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1963 1377 20.6 44.0 Water Admixture A340 Other Air Ent. (ozlcwt.) Water Added on Job (gals.) o Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 12/28/01 Codes for Break Types: 1. Cone x 2. Cone & Spl. I Date Reviewed 3. Cone & Shear ;\ 5. Columnar (Split) 4.Shear / Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 . Project No. 106-01051 Cyl. Code P2841 Pour Date . .. , Weather PARTLY CLOUDY Jurisdiction KITSAP CO. 1/3/2002 Report No. 2533 Permit No. Project WASTE TRANSFER Location BREMERTON Engineer Architect Client Contractor ET ENVIRO I STEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type TILBURY 1 Plant No. 02 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. M4060 .1 561 % Air Slump N\A 3" Conc. Air Temp. Temp. Unit (F) (F) Wt. 52 46 N\A Cern. Ibs. Time Truck # Ticket # 12:30 381 25378 F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1948 Placement Area Admixture A340 1375 14.4 44.0 Water Pilings Grade Beams X Other Other Footings SlablDeck Walls Slab Columns Air Ent. (ozlcwt.) Grids (C-E, 5), (C-E,6), (C-E,7) & (C-E,8). Water Added on Job (gals.) o Remarks PLACED BY CHUTE, CONC. VIBRATED. Items Inspected RESTEEL PER SHT. S4, SAMPLED 9 OF 36 YRDS. X Conforming W/C=0.33 Inspector D. RICHARDS Reviewed By ~ Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. 01/08/02 Cyl. Test Dia Length Max. Compo Tested Break Test Method Code Date Age Dim. Area Load Str. (psi) Set # By Type P2841-1 1/10/2002 7 4X8 12.54 62770 5,010 SK 1 ASTM C39 X P2841-2 1/31/2002 28 4X8 12.55 83990 6,690 SK 1 C-1231 X P2841-3 1/31/2002 28 4X8 12.66 79970 6,320 SK 1 Other P2841-4 1/31/2002 28 4X8 12.65 78480 6,200 SK 1 P2841-5 Compressive X P2841-6 Flexural P2841-7 Test Results P2841-8 X Conforming Remarks REFERENCE FIELD REPORT#: 5329 Non-Conforming Results Reviewed By <b Date Reviewed Codes for Break Types: 1. Cone X 2. Cone & Spilt I 3. Cone & Shear ;\ 4. Shear / 5. Columnar (Split) .....-'-.0( ~ A. CITY OF BREMERTON BUILDING AND PLANNING DEPARTMENT \) o E T E R M I N A T ION OF NON S I G N I Fie A NeE \ Environmental Application No. PLOO-0022 Date issued: January 10,2001 Parcel No's: 112301-2-001-1002 112301-2-002-1001 ACTION: DEVELOPMENT AND OPERATION OF A SOLID WASTE TRANSFER STATION FACILITY PROPOSAL: The proposal is for the development and operation of a solid waste transfer station and intermodal (truck to rail) facility. The transfer station and intermodal facility are intended to provide a replacement for the disposal functions currently provided by the Olympic View Sanitary Landfill. The transfer station will accept waste from commercial and self-haul vehicles, which will be I.Ulloaded onto a tipping floor within the transfer station building. From there, the waste will be compacted, placed in watertight containers suitable for transfer by truck or rail, closed arid sealed, ; and exported to permitted l?ff-site locations LOCATION: The 17.2 acre project site is located approximately 10 miles southwest of the City of Bremerton on the west side of State Highway 3, opposite the Bremerton National Airport, in the Port of Bremerton Industrial Park, adjacent to and north of the existing Brem-Air Disposal Collection operation, and east of the existing Olympic View Sanitary Landfill on Barney White Road. Situated in that portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter of the Northwest quarter of Section.ll, )'ownship 23 North, Range 1 West of the Willamette Meridian in Kitsap County, Washington. - PROPONENT: Waste Management of Washington 13225 N.E. 126th Place Kirkland, W A 98034 The Responsible Official of the City of Bremerton hereby makes the following Findings and Conclusions based upon a review of the environmental checklist and attachments, other information on file with the City of Bremerton, and the policies, plans, and regulations designated by the City of Bremerton as a basis for the exercise of substantive authority under the Washington State Environmental Policy Act (SEPA) pursuant to RCW 43.21C.060. FINDINGS OF FACT: 1. The proposal is for the development and operation of a solid waste transfer station and intermodal (truck to rail) facility. The transfer station and intermodal facility are intended to provide a minumum 30 year facility design life and is a replacement for the disposal functions currently provided by the Olympic View Sanitary Landfill. The transfer station will accept waste from commercial and self-haul vehicles, which will be I.Ulloaded onto the tipping floor within the transfer station building. From there, the waste will be compacted, placed in watertight containers suitable for transfer by truck or rail, closed and sealed, and exported to permitted off-site locations. The facility will be limited to processing operations, and will not be used as a ~omposting facility. The current operations plan includes export by rail and/or truck to the Columbia Ridge Landfill in Gilliam County, Oregon. -1- ~ ,~~...... 2. A T~e 17.2 ~cre pro~ect site is located ap~roxim~tely l~ miles southwest of the City of.Bremerton .on the west side ofStat~ Highway .J, opposite the Bremerton NatIOnal AirpOrt, ill the Port of Bremerton Industrial Park, adjacent to and north of the.J existing Brem-Air Disposal Collection operation, and east of the existing Olympic View Sanitary Landfill on Barney White Road. The project site is comprised of two adjacent parcels of land, each of which are separately under the jurisdictional control of both the City of Bremerton and Kitsap County. The southern parcel, located in the unincorporated area of Kitsap County is zoned Industrial (I) in the County Zoning classification system and the adjacent northern parcel located in the City of Bremerton is designated Industrial General (IG) in the City's zoning classification system. The majority of the northern portion of the site containing approximately 10.6 acres is currently undeveloped, forested land. The southern parcel containing approximately 5.9 acres is currently fully developed with the existing Brem-Air Disposal Collection Operation facilities. Access to the proposed transfer station will be provided via an access driveway developed on a 0.7 acre parcel extending north from Barney White Road, east of and adjacent to the Brem Air facility. All situated in that portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter of the Northwest quarter of Section 11, Township 23 North, Range I West of the WilIamette Meridian in Kitsap County, Washington. 3. The Kitsap County Comprehensive Solid Waste Management Plan, version November 6, 1998, reflects the eventuality that the existing Olympic View Sanitary Landfill will be closed. The Plan recommends locating a new solid waste transfer station for waste export in the vicinity of the Olympic View Sanitary Landfill and implementation of waste export to a regional disposal facility. The proposal is also consistent with the City of Bremerton's Comprehensive Plan. 4. The proposal will be compatible with existing and future nearby uses. It is located within the Port of Bremerton's Olympic View Industrial Park. The transfer station's use of the existing rail line would advance Kitsap County's policy to develop public facilities, in that it would take advantage of an existing transportation system. The location of the proposed transfer station wou1d allow for the continued solid waste handling operations after the landfill is closed in the same immediate vicinity 5. No state or federal candidate, threatened or endangered plant or animal species or habitat have been identified within the proposed project site. 6. The proposal will have no significant adverse environmental impacts on fish and animals, water, noise, transportation, environmental health, public services and utilities, and land and shoreline use. '7 I. No significant culturallhistorical resources have been identified within the proposed project site. If, however, during construction, any artifacts are uncovered, the Bremerton Building and Planning Department at (360) 478-5275, . the Suquamish Tribe at (360)394-524, and the State Historic Preservation Office in Olympia at (360) 753-4405, must be notified. Potential significant adverse environmental impacts to culturallhistorical resources will be adequately mitigated through compliance through compliance with these regulations measures. 8. No regulated wetlands, streams and/or drainage courses have been identified on, or adjacent to, the project site pursuant to BMC, Chapter 21.22.110-120 - Critical Lands Ordinance. Through the course of the work, if regulated wetlands, streams and/or drainage courses are identified, potential significant adverse environmental impacts to the wetlands, streams and/or drainage courses wiJI be adequately mitigated through compliance with thisxegulation. - 9. The project site may fall within an Aquifer Recharge Area as defined and regulated by BMC, Chapter 21.12.070, Aquifer Recharge Areas. Potential significant adverse environmental impacts to the aquifer are adequately mitigated through compliance with this regulation. 10. The project site may fall within landslide, erosion, and seismic hazard areas as defined and regulated by BMC, Chapter 21.12.100, Geologically Hazardous Areas. Potential significant adverse environmental impacts associated with development in. and adjacent to, erosion, landslide, and seismic hazard areas are adequately mitigated through compliance with this regulation. 11. The grading and placement of fill material increase the likelihood of erosion and sedimentation. Pursuant to BMC, Chapter ~1.l2, a temporary erosion and sedimentation control plan utilizing Best Management Practices is required to be approved and implemented on the project site prior to and during site development. Proposed pennanent erosion control measures, including vegetative controls for embankments, bioswales, and structural controls for surface runoff, based on the Stonnwater Management Manual for the Puget Sound Basin will be utilized to control and limit erosion. Potential significant adverse environmental impacts associated with erosion and sedimentation are adequately mitigated through compliance with this regulation. -2- ...-,,~ .. It 12. The landfill closure is scheduled to coincide with the opening of the transfer station, thereby shifting current landfill tl'affic "~ little further up the road" to the transfer station. It is anticipated that in the unlikely event that rail service is disrupted for an J extended period of time additional truck trips would be added to the normal traffic count. New rail traffic will occur as part of this project. It is anticipated that 12 double-stacked rail wellcars wiII be rail-shipped from the site daily. Future expansion, including possible acceptance of solid waste from surrounding counties, could increase rail traffic and commercial truck traffic. Review of the proposal's potential traffic impact reveals that normal operation of the transfer station wiII generate traffic that is similar to the existing landfill operation and that the traffic volumes generated by the proposal wiII not result in significant adverse environmental impacts to the local road network. 13. The existing Olympic View Sanitary Landfill located in the near vicinity of the proposed transfer facility produces landfill gas emissions and active face odors. An active gas collection system controls these emissions. The emissions will not affect the transfer station, and once the landfill is closed, landfill gas emissions and odors will decrease significantly. The Puget Sound Clean Air Agency regulates particulate emissions in the form of fugitive dust during construction and operation activities. Potential significant adverse environmental impacts associated with fugitive dust emissions control are adequately mitigated through compliance with these regulatory controls. 14. Marketable coniferous forest covers approximately 40-45% of the project site, and a significant potion will be cleared to build and operate the project. The applicant will be required to apply for and obtain a Class IV - General Forest Practice Application (FPA) for the harvest of timber associated with this project through the Washington State Department of Natural Resources (DNR). Potential significant adverse environmental impacts associated with the harvest of timber on the project site will be adequately mitigated through compliance with this regulation. 15. The proposed facility will not accept hazardous or dangerous wastes. However, toxic chemicals or hazardous wastes may be illegally brought to the facility or small quantities may be inadvertently included in residential waste. A rigorous unacceptable waste exclusion program currently exists at the existing landfill and will be implemented at the transfer station. This program includes public notification and education programs, waste screening, and extensive employee training. State and Federal regulations regarding safety and handling of hazardous and toxic materials will be enforced during construction and operation. Potential significant adverse environmental impacts associated with the safety, handling and disposal of hazardous and toxic material will be adequately mitigated through compliance with these regulations. 16. The installation of an aboveground fuel storage tank is proposed to be located on a portion of the project located near the truck parking area. The City of Bremerton and Kitsap County have both adopted the Uniform Fire Code which contains regulatory measures that address the safety and operation of aboveground fuel storage tanks. Potential significant adverse environmental impacts resulting from the installation and use of the aboveground storage tank will be addressed through compliance with the Uniform Fire Code regulations. -3- " . ....."',.. It CONCLUSIONS OF RESPONSIBLE OFFICIAL: ~) The Responsible Official concludes, based on a review of application materials and a review of City regulations governing the project, that there will be no probable significant adverse environmental impacts as a result of this project. This Determination of Nonsignificance (DNS) is issued under 197-11-340(2). The lead agency will not act on this proposal for 15 days from the date of issue. Comments must be submitted by closing of the comment deadline. The Responsible Official will reconsider the DNS based on timely comments and may retain, modify, or, if significant adverse impacts are likely, withdraw the DNS. If the DNS is retained, it will be fmal after the expiration of the comment deadline. No permits may be issued, and the applicant shall not begin work, until the comment deadline has expired and any other necessary permits are issued. Responsible Official: Lead Agency: Christopher R. Hugo, Director City of Bremerton Building and Planning Department City ofBremerton, Permit Center 286 4th Street Bremerton, Washington 98337 (360) 478-5275 Date of Issue: Date of Publication: Comment Deadline: January 8, 2001 January 10, 2001 January 25, 2000 NOTE: Pursuant to RCW 43.21C.075 and City of Bremerton Environmental Regulations, Bremerton Municipal Code (BMC) Chapter 21.12. Decisions of the Responsible Official may be appealed. Appeals are filed with appropriate fees at the Building and Planning Department, located at the Bremerton Permit Center. Appeals must be filed within 14 days of the expiration of the comment deadline. , NOTE: The issuance of this Determination of Non significance does not constitute project approval. The applicant must comply with all other applicable requirements of City of Bremerton Departments prior to receiving construction permits. . WMDNSWCP,DOC -4- /I.."" " ,',tJ Description of the Transfer Station Property re Grading Permit for Property Within City of Bremerton That portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter of the Northwest quarter of Section 11, Township 23 North, Range 1 West of the Willamette Meridian in the City of Bremerton in Kitsap County, Washington, describes as a whole as follows; Commencing at the northwest corner of said Section 11; thence along the west line of said Section 11, South 00053' 44" West 670.50 feet to the southwest corner of the north half of the Northwest quarter of the Northwest quarter; thence along the south line of the north half of said Northwest quarter of the Northwest quarter, South 88036' 31" East 808.52 feet to the easterly right of way of the U.S. Navy railroad and the True Point of Beginning; thence continuing along said south line, South 88036' 31" East 200.17 feet; thence North 07036' 59" East 142.09 feet; thence South 82041' 52" East 182.10 feet to the beginning of a 99.00 foot radius curve to the left; thence easterly along said curve an arc distance of 49.25 feet through a central angle of 28030' 06"; thence North 68048' 02" East 140.71 feet to the beginning of an 89.00 foot radius curve to the left; thence northeasterly along said curve an arc distance of 93.62 feet through a central angle of 60016' 08"; thence North 08031' 54" East 50.48 feet; thence South 81028' 06" East 10.64 feet; thence South 07037' 11" West 305.29 feet to south line of north half of the Northeast quarter of the Northwest quarter of said Section 11; thence along said south line, South 88036' 31" East 232.83 feet; thence North 00042' 35" West 677.70 feet to the north line of said Northeast quarter of the Northwest quarter; thence along said north line and the north line of the Northwest quarter of the Northwest quarter, North 88050' 46" West 741.96 feet to the easterly right of way of said U.S. Navy railroad; thence along said right of way, South 07037' 44" West 252.00 feet; thence continuing along said right of way, North 82022' 16" West 5.00 feet; thence continuing along said right of way, South 07037' 44" West 426.73 feet to the true point of beginning. J""" " ;;,,-' f , Description of the Brem-Air Support Property also re Grading Permit for Property Within City of Bremerton That portion of the Northwest quarter of Section 11, Township 23 North, Range 1 West of the Willamette Meridian in the City of Bremerton in Kitsap County, Washington, described as follows: Commencing at the northwest corner of said Section 11; thence along the west line of said Section 11, South 00053' 44" West 670.50 feet to the southwest corner of the north half of the Northwest quarter of the Northwest quarter; thence along the south line of the north half of said Northwest quarter of the Northwest quarter, South 88036' 31" East 808.52 feet to the easterly right of way of the U.S. Navy railroad; thence continuing along said south line South 88036' 31" East 200.17 feet to the True Point of Beginning; thence North 07036' 59" East 142.09 feet; thence South 82041' 52" East 182.10 feet to the beginning of a 99.00 foot radius curve to the left; thence easterly along said curve an arc distance of 49.25 feet through a central angle of 28030' 06"; thence North 68048' 02" East 140.71 feet to the beginning of an 89.00 foot radius curve to the left; thence northeasterly along said curve an arc distance of 93.62 feet through a central angle of 60016' 08"; thence North 08031' 54" East 50.48 feet; thence South 81028' 06" East 10.64 feet; thence South 07037' 11" West 305.29 feet to south line of north half of the Northeast quarter of the Northwest quarter of said Section 11; thence along said south line and along the south line of the north half of the Northwest quarter of the Northwest quarter, North 88036' 31" West 412.52 feet to the true point of beginning. Application for General Permit to Discharge Storm water Associated with Construction Activity (Notice of Intent) o Change of Information Permit # S03 - (Please print in ink or type) Form Please Read NOI Instructions Before Filling Out This Contact Name Tamara Gordy Company Waste Management Phone No. 425/814-7834 II. Owner IRe presentative of Site (All correspondence will be mailed here) Owner's Name Phone No. Terry Bickel 360/415-2751 Company Name Waste Management - Brem-Air Disposal Mailing Address 9300 SW Barney White Road City State Pt. Orchard WA Zip + 4 98367 I. Contact Person Mailing Address 13225 NE 126th Place NE City Kirkland State Zip + 4 W A 98034 III. Site Location/Address IV. Billing Address Site Name Contact Name Olympic View Transfer Station Terry Bickel Street Address (or Location Description) Company Name 9300 SW Barney White Road Waste Management - OVTS City (or nearest city) Zip + 4 Mailing Address Pt. Orchard 9300 SW Barney White Road County City State Kitsap Pt. Orchard WA Provide legal description if no address for site (attach separate sheet if necessary) Phone No. 360/415-2751 Zip + 4 98367 V. Receiving Water Information (check all that apply) A. Does your construction site discharge stormwater to: 1. D Storm drain system - Owner of storm drain system (name) _____ 2.12S1 Indirectly or directly to surface waters (e.g., river, lake, creek, estuary, ocean, wetland) 3. 0 Directly to ground waters of Washington state. D Dry Well D Drainfield 0 Other B. Name(s) of receiving water(s) Union River Initial discharge is to an unnamed receiving water? X Yes ONo ~ VI. Construction Activity Information 1. Total area to be disturbed II Acres 2. Projected construction startup Mav 2001 month/year D JtAPR 0 9 2001 ; projected completion date Ju1V/2002 month/year BREMERTON BUILDING DEPARTME~ VII. Stormwater Pollution Prevention Plan (SWPPP) Has a stormwater pollution prevention plan been developed? If NO, will a plan be developed prior to the start of construction? X Yes DYes DNa DNo Ecology must be notified that a SWPPP will be developed prior to the start of construction by Checking the appropriate boxes above or by sending a follow-up letter to Ecology. A stormwater pollution prevention plan must be developed prior to the start of construction. . ,- VIII'. State Environmental Policy Act (SEPA) If the SEPA process has not been completed at the time of NOI submittal, a follow-up letter must be sent to Ecology with the following information prior to Ecology granting permit coverage. Has a SEPA review been completed? ~ Yes 0 No 0 Exempt Type of SEPA document ~ DNS 0 Final EIS 0 MONS Agency issuing DNS, Final EIS, or Exemption City of Bremerton ; Date January 10, 2001 Are you aware of an appeal of the adequancy of the SEPA document? 0 Yes ~ No (If yes, please attach explanatory letter.) SEPA requirements must be complied with prior to permit issuance. IX. Public Notice The public notice must be published at least ~ each week for 2 consecutive weeks, in a sinQle newspaper which has general circulation in the county in which the construction is to take place. See the NOI instructions for the public notice language requirements. Permit coverage will not be granted sooner than 31 days after the date of the second public notice. Note: this NOI must be submitted to Ecology on or before the date of the first public notice. Provide the exact dates (mm/dd/yy) that the first and second public notices will appear in the newspaper: Date of the first public notice 03 / 23 / Q1 ; Date of second public notice 03 / 28 / Q1 Name of the newspaper which will run the public notices The Bremerton Sun Ecology is no longer requiring the submittal of the affidavit of publication. A copy of the notice to be published must be provided along with the NO!. X. Regulatory Status A. 0 NPDES Permit (e.g., industrial stormwater) Permit No. B. 0 State Waste Discharge Permit Permit No. c. [] Air Notice of Construction, Permit, or Order Agency _____ D. 0 State/USEPA Hazardous Waste 10 No. XI. Certification of Permittee(s) "1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best ofmy knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including the possibility offine and imprisonment for knowing violations. " \ Jhs-l-r/~' I Title Nt0 ~ <::' d~//e;1 Owner/Repre Da'fe J . Sign and return this document to the following address; for questions call (360) 407-6437: Washington Department of Ecology, Water Quality Program, Stormwater Unit, PO Box 47696, Olympia, WA 98504-7696 The Department of Ecology is an equal opportunity agency and does not discriminate on the basis of race, creed, color, disability, age, religion, national origin, sex, marital status, disabled veteran's status, Vietnam Era veteran's status, or sexual orientation. ECY 020-85 (Rev. 11/95) (Appendix 1) . 4__ ... Public Notice (once a week for 2 consecutive weeks in a single paper with general circulation in the county) The following applicant seeks coverage under the Washington Dept. of Ecology's NPDES General Permit for Stormwater Discharges Associated with Construction Activities: Waste Management - Olympic View Transfer Station 9300 SW Barney White Road Pt. Orchard, W A Land-clearing, excavation, and construction activities associated with construction of a solid waste transfer station at the site are planned. An erosion control plan and best management practices as approved by city and county agencies will be used to protect the quality of stormwater leaving the site. Stormwater runoff from the site is discharged to unnamed tributaries of the Union River. Any person desiring to present their views to the Department of Ecology concerning this application; or interested in the department's action on this application may notify the Department of Ecology in writing within 30 days of the last date of publication of this notice. Comments can be submitted to: Department of Ecology, P.O. Box 47696, Olympia, WA 98504-7696. \ ,//) '<, BREMERTON PERMIT CENTER 286 4th Street~ Bremerton~ WA 98337 Pho ne : (360) 478-5275 FAX: (360) 478-5278 GRADING PERMIT Job {~ddr : 9300 SW BARNEY l\IHITE RO Location: Parcel ~~o : 1123012-002-1001 App Ucant; li-1(lSTE MANf~GEtvIENT nlc 415..2751 9300 SliJ 811RNl:Y li-IHIlT RO PORT ORCH(lRO WA 98367 Owner: IM1STE tlANf~GEt'lENT H~C 415-2751 9300 SW 8{1Rt'~EY WHITE RO PORT ORCHARD ~)A '98367 Permit No: 01-0174 Status: PEt~DING Applied: 04/09/2001 Issued: Expires: Contractor: TURNER CONSTRUCTION CO 214-91S-960Lic #: TURNECC237D2 Exp: 1-1-02 901 MAIN ST SUITE 4900 DALLAS TEXAS 75202 Desc' p:~~E~~~ ~~~V~~~/5~ Y;~~E~~:NI~ 5T AnON ********************************************************************************************* Cubic Yards * Permit Fees: 919.00 Total Calculated Fee: 1.193.25 96,000.00 * Plan Check Fees: 269.75 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 1,193.25 ********************************************************************************************* Thi $ peymi t shall become null and void if the building Or wOr k authoyized by this pe'(mi t is not commenced vJi thi n 180 da>'s from the date of such peymi+.., oy if this building Or' woyk authorized by such permit is suspended oy 8.bandoned at any time aftey the wOrk is commenced foy a period of 180 days. NOTICE - It is the yesponsibilit,y of thi? permit holdey, not 'the City of Bremeyton oy Building Official to see to it that yequi red inspections 8.Ye ma(1e. The Pi?nnit holdey must notif>' the Building Official when yeady for inspections. Failuye ofl:he peymi t holr.ier to not if >' t.he 8uildins Official of ,(~,quh"ed inspections may n?sul t in the stoppage of the "Iork until such time that the pe'rmit holder can substantiate to t.he building official thG.t the concealed wor'k meets oy exceeds code requi,'ements. i\ny demol:Ltion, testins, oy financial buyden shall be boyne di ,'ectly by the peymi t holder. Failure 'to substantiat.e code yequi yements will indemnify the City agai ns'!: any and all responsibi 1 ity Or liiilbil i ty conni?cted with the const l"UCt.ion . I hereby certify that 1 have read and examined this permit and know the same to be true and cOrrect. All Provisions of laws and Ordinances gov€'rning this type of wm"k will be complied with whethi?r' specified hel"ein Or not" The granting of a penni t does not presume to give 8uthori ty t.o violate Or cancel the Provisions of any other state or' local law regulating const.ruction Or the perfOrmance of constructiorh Sign8,ture: _,___~,~, Oa'te: ___.:....____,~__~_,___ 1 certify that 1 am Ii?;~empt h'om the requi.remi'mts of the state contractor's registrat.ion law, under Section 3, Chaptel' 126, 1a"ls of 1967" ~3ig)"'I;::::'"\t~tJ. ye;:; _"'......._".""""w~,__^""'~'''''~.....w.._..."~'.........."..~'''''".,.......~".~_~~,~'"'''''''.......,......_....",............,,............''''''''^''''''''''"..... Date;:; Permit Center--Approved \ / (" \ \ L--C- " t: - q ~ D ~ ~::~~,--,,-" --, BREMERTON PERMIT CENTER 286 4th street$ Bremerton$ WA 98337 phone: (360) 478-5275 FAX: (360) 478-5278 GRADING PERMIT It ~J Job Addr: 9300 SW BARNEY WHITE RO Locat.ion: Parcel No: 1123012-002-L001 Permit No: 01-0174 Status: PENDING Applied: 04/09/2001 I:3sued: E ,< pi r ,~s ~ Applicant: WASTE MANAGEMENf LNC 415-2751 9300 SW BARNEi WHITE RD PORT ORCHARD WA)8367 Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 93367 Contractor: TURNER CONSTRUCTION CO 214-915-Q60Lic #: TURNECC23702 Exp: 1-1-02 901 MAIN ST SUITE 4900 DALLAS TEXAS 15202 Oesc: p~~r~E~~~ ~~;v~o;;~15~Y;~~~EW~~:NI~ STATION ~~*~******~~~~:~~*********~*****~**~***~**~***~~*~**~*~K~*******~***********~*~*****~********** r I I I ~ Permit Fees: * Plan Check Fees: 91'7.00 fotal Calculated Fee: Additional Fees: This ''-lanCE - It is the 3ga~; ctny anr~611 ,esP1lJj}/1f{)~~17bility co::: ~h ::h1-~ons~;~~~ ~ >>_AJl;( [ h~ ce,~~ that T have read and ?xannn~s permit .3.nd kno~, the 3ame to b::{'(IJe,anC:J '..=o'('(ect. AU provislons ~_ ~~d:'~nances Sloverning this type of 'NOt-k will be complied \,Jith 'Nhether speclhed :'len~in 01' not. The~tting?f)a pennl t does not presume to give i3.uthori ty to violate or canc(-?l the provisions of ,my ot~ sta~. oc local law c,=lati", =nstcuchao oc the ,"ofoo=oce of 'oa"'t~two, ':HgnatUy~~ L ~ Date: U Its f) / \ ' r c;eytify I:hat r am 2xempt fr'om the r'~QUlrement3 of the st..:!C? contractoY'S(eglstratlon law, unr:iey Sectlon 3, Chapter 126, laws of 1967. '3ignature: Date: ~*~X~**~~******~~~~~~K~~~~~*** Permit Center--Approved BY: ~~ ~ t>_q_ 0 Dd 1,2 < ~ APPLICANT: ~OWNER DCONTRACTOR DAUTHORIZED AGENT Check the e of o SF RESIDENT o DUPLEX o MANUFACTURED HO o RESIDENTIAL REMODEL o RESIDENTIAL ADDITION o RESIDENTIAL REPAIR Tax Account Number: { / :J. 'S () / - .;2... 00 2 ~I ()fJ/ Le 'jo.( J)~SC't(~:cl'" off /j..vh.-eJ. Address: ~ '300 $w tsar'" "l lUh,rf-(. Ro~ Po4 ()'rG,^a~Jj wA crf3~?:~~!!lr:;..~75( Address: '1'3 00 Sc.u Zt:htA't''f luk. 'POIT (Xc- too-vi, vA 19 '3(:,7 Expiration Date: Contractor License#: T () .. Contact Person: ntact Phone#: 4-;).5 ~ !? J L{- ~ 7'f>3 if . . @&OWl&/i o G GE APR 09 2001 ~ A CESSORY BL~6iDBREMERroN S GN ING DEPARTMENT EMO GRADING (Cubic yards: 7~O()jf) OTHER: Scope of Work Proposed: Pe,rlO~""", <j ~O-J ~k ~ -to\- t/i ec:,u T'r&l1. s-(-ev s;. -f lX... -kOVl P'<' 0 j e <:.:1. of ()('f 1.?1A1 Ie I Square Footage: T~(.u..s{-t.. s+1A;4:,., E\ off.,,'\" ~-o. OOv SF :o~IIS~ 3 'for; sf Garage: AliA I Decks: lv/A I IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES NO X 1f.) 000 ~y 11 1>1--~ rl~ $f 312." 0 ~ . ,~aergy. $S€l.90 , o:iI ~/'II. ( ,f; b'i ~t1.. v~+,OI'l ~. tt 'z.==> q I q. 0 tJ State:+ $ 4.50 'if ~ I'l~ ~. J.5 '~&~.~~~ t- i?CH", 1([ ~ >li '6., l I 89f..b0- <Jw,n:; Applications for which €o p\?rii1it is if: ed ~Thin 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. '- APPLICANT'S SIGNATURE~ g j;ap DATE:/0/ '---------. . c~ Building Permit Application City of Bremerton, \VA 98337 Phone: (360) 478-5275 Fax: (360) 478-5278 AIlPLICANT: )(OWNER OCONTRACTOR DAlJTHORIZED AGENT i- Sit~,\li"d~~s;__2~OO S.W B~~imit~- RD:=-TT,:--Accoullt Nurnbee lT~JOl-2-(JO~-IOm---- I Port Orchard, HA 98367 I Legal description attached f-. --.-----. --------..---.------------... --.-..-.----..-----... -_____,_.__. I Owner: tvaste Management Address: 930D S. Iv. Barnev White RD Attn. - Terrv BiCker-------------- -.----- ..~------- .; . - -------------..---------- -".->-- --- <._---'"----~---~~-------_.__._--~ Contractor:~_.Emli.r.c1Jlf.f'...nta:L---- Addreo;s:_ Sa'.!l~ as si..t.e..addresL____ Attn: Jim Frisby -Contractor i.ict:n::i(;#;_~~L *()~it:f.I.;[4--- --rixpiral:1o~ Datc:_.E~oZ:--.- _____~-- i ....oN.a__. .... -..;.w_~...~ . 1------....-.-.-__._________.... -- -- ----.----,-----_._________________._________. ! COlltlct Pcrsun: The IT Grou2- i COl1tac-' PhOllC#: 503-372-3663 I --..----.----.. --------------.-.---- I -------.-----.-----~--. ------.---- i_______.._,... ...._._._.._..._._..._. ... __ _ __.... ._.__..____...... .____________... ________~_.____._________.. Check fhc.J)'.~J1Lim)lication fnr_Qdow; o SFRESIDENT1AL NEW 0 COl\flvIERClAL NEW o DUIlI.EX 0 CO MIVlE RC1AL REMODEL o MANUFACIURED HOI\lE 0 CO M1VlERC1AL ADDITION D RESIDENTIAL REMODEl.. 0 COMMERrCAL REPAIR o RESIDENTIAL ADDITION 0, MULTI-FAMILY o RESIDENTIJ . T D GARAGE o ACCESSORY BLDG D SIGN o DEMO GRADING (Cubic yards:_____) o HER: Scope ofWotk Proposed__ --Val~at~--;;--- "ilan Revi~Fee-l=-Pe~~~iaee --r---.. Surcharges -r-........TotaTFe~s--J I Energy: $5000 ' -- ..L______.__ .._______________________~~~__.~ 4.50_____ _________ _____J Applicatiuns for which llO p"nuit is bsued within 18U d~ys following the dale of "'pplic;ltion Sh~ln expire hy limilal;oll, auti plans and other data .ub11litt~d for review In;))' t!tcll:"ftcr be n:tllmed to the applicant or destroyed by the building official. The building offici,1I may &;xt:::mj tlH: time fur action by the applicam fUi a pei'wd not t:xceedillg 180 days on request by the applic.mt showing that cin::umstalll;es beyond tbe control of the apphc'-lnl have prevented <lctiou from being taken. No applicant shall be 1:xtl'nded more than once, In order to renew action on an application after eXpiration, the applicant shall resubmit pla.ns and pay a new pLm teview ft:t:. ~-, .'/) APPLICANT'S SIGNATIJRE:~-.l~~~ _ DATE:--*~ I t . d t9L2-StiofOSEJ 1~~uaWUO~1^U3 13 ~ESqt 10 61 unr "",,--_",,~,"'("""'~,^"''--.,~r,,_"~ "'~'.,~' '--'; ......._"'-',.;":"""..",.,..""~,'r;""',,,f:T.,"'"'"l'.,'"':;"'/Iir-nI,...,...'I>."'"',F,.,. ~"""-._-"""'" .......',.....,,'~, .,...,--'-.;_........".-'.',...,..,'r:-" ""'0 .-,. ~--"'-'~.......,..,....-~f~~'.-l'",....,.,..""r-~"~~..--"r~""--._'~ ,__,,~ **********.~**************************************************** t'lfnOU.f'lt.~. 2(;,4 ,,4::' 04/0<:'+./'0'1 1;3;. i 0 II ~ lr.uq:~; '[ E t1ANt1 GE C l'k ~l( ***: *** * ij(* i*':+: ** ** :l!c<l: * * **** * * * * * * :~c:~* '* * '" ** * *.** * * * * * ** * * ** * *' 1 ion Amount ING .45 s 2t~ <4 , 4 ~) \1 '., j l"", ~...4' "'..' "'''. '.'''' ',,;.... '~,...~' ,.,.._' """," ,-".,,' ~_" '",,"II "",.. "",. ~"-'_ ..~. ~ ""-" ""," .....' ",,,, ........ "~.,", ,.,,' +,"',. ,Of." -,,,,," ~""~ ~"". v,~, "_""- """'.' "'r'O' _, ,~~, 'o.q ............~.'._~~~":..__.'---'.::......:i~~:.M.~_~.;c,..",'~.~...:.'_~...._2_...::~_~.~.,'~;'.-~~'""'-"----<_..A::.......~:..-::~.::.....1.:..-.'"._,-........~_,:..-:'"--'J__._'l-'--~'a-~ _"'__H:--~:~:~'=~:.~_'___'~ _~-,-,~_,_~__#'::'~,"_~:':_"..~~.'-,-,.... _~~_ _' CIT"~ OF BRElVIERTON lYon-Residential Building Permit Checklist Applicant: W~$-fe H@!f(.~eCo1/l e;J- Building Permit#: Date: ~ over Sheet (w/occupancy & type of const)~Plan (dimensioned) ~ Scope of Work :~mng Dlstnct IndIcated ! 'Completed Application ~ Contractor Verification n Bid or Floor Area Breakdown n Landscaping '--' - i .1 Floor Plan U ~g Plan W.3 rami~g Plan (cross-section) V-~A Checkl.ist (ifappl.icabl~) ~ElevatlOns ~ Site Plan RevIew QuestIOnnaIre : i Foundation Plan \_~inity :Yfap ~ Barrier Free Compliance ~ Special Land Use Conditions Or Permits ~ Sign Permit Applicable --.J Plumbing Plan i Cross Connection ~ Fire Depanment Info Alarm System Sprinkler System - . , ~rm Drainage Plan ~ Health Depanment Approval U A.rchitecturallEngineered Drawings : r Street & Uility Permits required r-----C i ! Mechanical Plan '--' ~ ~REC Stamp/Compliance Lighting "Iechanical ~ _ Envelope ~_J Erosion ContlOl Plan . i WSVL--\.Q Compliance Comments: C:\tvty Documents\Commerical Checklist.doc Last printed 02/26/99 9:35 AM COMMUNITY DEVELOPMEN S03- .(pa-O -I (P 5 8' '1 CJ."~ - S' ? "V1 3309.8 Regular Grad'" Requirements. Bach application for SECnON 3310 - GRADING FEES a grading permit shall be accompanied by a plan in sufficient claro icy to indicate tbe aature and eXlflnt of the work. Tbe plans shall give the location of the work. tile: Dame of the owner and tbe name of the person wbo prepared the plan. The plan shall include tbe fol~ lowiDg information: 1. General vicinity of the proposed site. 2. limiting dimensions and depth of cut arid fill. 3, Location of any buildings or structures where work is to be: performed. and the location of any buildings or structures within 15 feet (4572 mm) of the proposed grading. 3309.9 waaace. The provisions of Section 106.4 are applicable to sradiq permits. 1be buildinS official may require tbat grading operations and project designs be modified if delays occur which incur weathm.geDCI'lIlCd problems not considered at the time the 3310.3 Gndfna Permit Fees. A_fee for each gradif!&.~ permit was issued. sball be paid to the building official as set fortbin Table A.,~ The building official may require professional inspection and Separate permits and fees shall apply to retaining walls or major testing by the soils engineer. When the building official bas cause drainage structures as required elsewhere in this code. There shall to believe that geologic factors may be involved. the grading will ~e no separate charge for standard terrace drains and simUar facili. be required to conform to engineered gradiAg. tIes. iC::.,oOO Cy T()+~ E_rc~v~(o.;' ~~(vvv'e 't'1, z.s + (z.tf. tS"O f( 8,.6) .= ;;2..::' 9. '1:,- t TABLE A-33-A GRADING PLAN R!VIEW FEES 04/05/2001 10:36 3604785278 Ket<- 1187 UN'FO"" BUILDING CODE ~ -t ~ PAGE 01 APPENDIX CHAPTER 33 3310.1 GeDenJ. Fees shall be assessed in ac;cordaoce with the provisions of this section or shall be as set fonb in the fee lICbedu1e adopted by the jurisdiction. 3310.2 Plu Review Fea. When a plan or other data are re. quirt:d (0 be submitted, a plan review fee shaU be paid af the time of submitting plans and spedfications for review. Said plan review ~be as sel forth in Table A.33-...A. Separate plan mview fees shall apply to retaining walls or major drainage structurcs as re- quired elsewhere in this code. Por excavation and fIll on the same site, the fee shall be based on the volume of excavation or fill. whichever is lZ1ea~ ~ (,;1,;, .,. ~~'f:,( ~e. l so cubic yards (38.2 m3) or less , , . , . ; . . . . . . . . , . . . . . , . . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . No fee SIlO 100 cubic yards (40 m3 11:I16.5 m3) '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . .. $23.50 101 to 1,000 cubic yards (77.2 m3 to 764.6 m3) ............,................,..................... 37.00 1,001 to 10.000 cubi~ yards (765.:3 01 to 7645.S m ) , . . .. . .. . .. .. .. . .. . .. , . .. . . . . .. .. . .. . .. .. . .. . .. 49.25 10,001 to lOO,c.>> cuhic yards (7646.3 m3 ID 76 4SS m3}-$49.2S for !lie Mt 10.00) cubic yards (764S.s 013). pillS S24~O for each additiooall0.000 ylrds (7645.51D3) or fJaclioD thereof. 100.001 to 200,000 cubic yaIds (16456 m3 to 152911 m3}-:-$269.75 fur !be first 100,(0) cubic yards (76 455 m3). pillS 513.25 for each additiooaJ 10.000 cubic yards (7645.5 m3) or fraction tbermf. 200,001 cubic yards (152 912 all) Of mon>-S402.~ for tbe first 200.000 cubic yards (152 911 m3). plus 57.25 for each additiooallO.OOO cubi~ yards (7645.S mJ) or fl'actioD t_rcof. Othe,. F_r Additional pl~ review nlquired by changes, additioM or revisions to appnwed plallll ............ 550.50 per bollte (minimum ~1lt,g~nc-haIf bour) -Or tbc totalllourly COSt to the jurisdictioa, whichever is the gn:atest. This cost shall iDclurle supelVision, overhead, equip- IDent. hourly wages IIId friflie benefit!i of !he employees involved. ;:> r I..f v'etu "} _ <:l Cl c.- ( ) 9 C' -:P /' 0 +-- J 0.'( Q -reF' . , "- -::, I. I ..;;> '5 ::2.. S-. 00 + ~ b . 00 ~ ~. b =. Q f c.... b I ~ q 2." .b 0 TABLE A-33 B QRADING PERMIT FEES1 t- __ t 1/ 5' ;t,S-r I I . I I I S50.S0 per bour2 S50.50 pcrbourZ I I SO cubic yuds (38.2 m3) or 11;$1/ . . . . . . . . . . . . . . . . . . . . , . , . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . , . .. 523.50 51 to 100 cubic ymis (40 m3 to 76.S m3) ..................................,..,.,.............,., 31.00 101 to 1,000 cubi~ yardll (J7.2 m3to 764.6 m3)--S37.00 for the first 100 cubic y~ (76.5 1lI3) plus $17.50 for each addllioo- allOO CIlbie yucl$ (76.5 m3) or fractjOJl thereof. 1.001 to 10,000 cubic Y,ards (765.3 mJ to 1645.S m3)-.U94.50 for the first 1,tnI cubic yards (164.6 m3), pius $14.50 for each additional 1.000 cubic yaml (764.6 mJ) or fraclioD thermf. 10.001 to 100,000 cubic: yards (7646.3 m3 lD 76 "55 m3)--S325.tJO for the lint 10,000 cubic: yazdi (7645.S m3). plWl 566.00 for each addiriOllllllO.OOO cubic :yuds (7645.S m3) 01 fraction thereof. 100,001 cubic yarda (76 456 m3) Of lDOlO-S919.00 for the first 100,000 cubic yards (76 455 m3), plus $36.50 for eBCh Iddi. bOllall0,tlOO cubic yards (7645.5 m3) or ftactiollthercof. Orber IupectiDu ud F_: 1. I!llIpectioDl oullide of DOt1DlIl bWlilless boW'$ . . . . . . . . . . . . . . . . . . . . . . . . . , . . . , . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . .. S50.50 per lloail (minilXlUD1 chilli_two bours) 2. RcinspeetioD tees assessed UDder provisiODS of Seaiolll08.8 .....................,.........................................,.. 3. ~~. ~o.r.~~~~h. ~~ .f~~ !~ ~~i~~I:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . (mWmWD. ~~c:-half bour) lne fee for a grading permit authorizing additional work to that under a valid permit shall be the di!fcrence bc:rw<<:u the tee paid for the Original permil and the (eesbown {or the entire project. ~ !be toIaI hourly coat to the jurisdl~oll, whichever is the patest. This COSt shBll iDclude SlIpervlsioD, overhead, equipment, bourly wages 8Dd friIlge benefitS of tbe employees involved. 1.0409 . /,.t. - - PERMIT CENTER 286 Fourth Street Bremerton, WA 98337 360-478-5275 CJ{ -O~7 PERMIT#: ~~ INSPECTION REPORT cJ!PO JAf &w.y WMR ~ ADDRES~ ~.w',J~ G,f.C:;UN() w~ 0 -' /6-ZG-Q -- ,_/" ,tC. , /! - / /<--\ \ ,~ - ! / i <::''"' .:. ~~-- -' '-- '~--- ""-.4__"_ - - - -~ -.--' ..---...,........ Schedule a reinspection when the above items are corrected. Call 360-478-5275 by 5:00 p.m. for next c;lay inspection. Date: lo-ZG~l-- Time: , I & .~~Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 27, 200l KA Project No.: 106-0105l ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 ~~~~/:m~D BREMERTON /BUILDING DEPARTMEr~T RE: Waste Transfer StationlPt. OfBremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: September 28 October 9 October 10 October 15 October 16 November 6 November 7 November 8 November 9 November 13 November 14 November 15 November 19 Concrete Report No. 3767 Concrete Report No. 3786 Concrete Report No. 3541 Concrete Report No. 3718 Concrete Report No. 3754 Field Report No. 4909 - Density Report No. 2924 Field Report No. 4910 Field Report No. 4911 - Density Report No. 2925 Field Report No. 4913 - Density Report No. 2928 Field Report No. 5122 Field Report No. 4795 Field Report No. 5207 - Density Report No. 2929 Field Report No. 5209 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Res,~tfully sU~bmitted'i '!~ . t {,."/...- . Pe~a oratory M~ager Peninsula Division PS:dc Enclosures CC: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 Krazan & Associates, Inc. 20714 State Hwy. 305N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 >Project No. 1 06-01 051 Weather SUN Cyl. Code P2537 Pour Date Jurisdiction CITY OF BREMERTON Project WASTE TRANSFER STATION Location PORT OF BREMERTON Client 9-28-2001 3767 Report No. Permit No. 01-0334 Engineer Architect Contractor STEEL CRAFT Field Data Supplier FRED HILL Concrete X Prisms Time 12:25 Mortar Grouted Truck # 'Ticket # 68 47055 Site Mix Plant No. 4 Grout Flex Beams Reported Batch Data Cement Type TILBURY I Design Actual X Ungrouted Other Mix No. M4060.1 568 % Air Slump 3.0 Cone. Air Temp. Temp. (F) (F) 69 65 Cern. Ibs. Unit Wt. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1376 Water 18.4 GAL. Admixture POLY H 44.0 OZ. 1960 Placement Area Footings SlablDeck Walls X Slab Columns Pilings Grade Beams Other Grids FOUNDATION WALL & PIERS, LINE F, GRID 4 TO 12. REINFORCEMENT & ANCHOR BOLTS PER STRUCTURAL DWG. Remarks PLACED BY PUMP, VIBRATED. 20 YARDS. W/C=0.42 Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 0 Items Inspected X Conforming Inspector P. SEELY Non-Conforming Laboratory Data Cyl. Test Dia Code Date P2537-1 10/5/2001 P2537 -2 10/26/2001 P2537 -3 10/26/2001 P2537 -4 P2537 -5 P2537-6 P2537-7 P2537 -8 Remarks FR #4873 Results Reviewed BY~ Codes for Break Types: Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Reviewed B Area 12.64 12.64 12.54 12.64 Design Strength 4000 Length Max. Compo Load Str. (psi) 66190 5,240 80480 6,370 78010 6,220 76700 6,070 Date Specimens Rec'd. 10-3-01 Tested Break Test Method Set# By Type JLM 1 ASTM C39 X JLM 1 C-1231 X JLM 1 Other JLM 1 Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed ,. Cone x. 2. Cone & SpHt X 3. Cone & Shear ;\ 4. Shear / 5. Columnar (SpHt) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 . Project'No. 106-01051 Cyl. Code Report No. Weather O. C. P2566 Pour Date Jurisdiction CITY OF BREMERTON Project WASTE TRANSFER STATION Location PORT OF BREMERTON Client 10-9-2001 3786 Permit No. 01-0337 Engineer Architect Contractor ET/STEELCRAFT. Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 8:30 381 47456 Site Mix Plant No. 4 Grout Flex Beams Reported Batch Data Cement Type I & II Design Actual X Ungrouted Other Mix No. M4060.1 566 % Air Slump 4.5 Cone. Air Temp. Temp. Unit (F) (F) Wt. 55 50 Cern. Ibs. F. Ash Ibs. C. agg. ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1369 Water 21 .0 GAL. Admixture POL YH 44.0 OZ. 1998 Placement Area Footings SlablDeck X Walls Slab Columns Pilings Grade Beams Other Grids SCALEHOUSE SLAB AND RECYCLE DROP OFF SLAB. SAMPLE @ SCALEHOUSE SLAB. Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 10 Remarks PLACED BY CHUTE, CONC. VIBRATED, RESTEEL PREVIOUSLY INSP. SAMPLED 9 OF 27 CY, W/C=0.44 Items Inspected X Conforming Inspector D. RICHARDS Laboratory Data Cyl. Code P2566-1 P2566-2 P2566-3 P2566-4 P2566-5 P2566-6 P2566-7 P2566-8 Remarks FR #5012 Results Reviewed By ~ Test Dia Date Age Dim. 10/16/2001 7 4X8 11/6/2001 28 4X8 11/6/2001 28 4X8 11/6/2001 28 4X8 Codes for Break Types: 1. Cone Reviewed By fiI Design Strength 4000 Length Max. Compo Area Load Str. (psi) 12.62 68090 5,400 12.56 80800 6,430 12.56 83080 6,610 12.56 83450 6,640 Non-Conforming Date Specimens Rec'd. 10-10-01 Tested Break Test Method Set # By Type JLM 1 ASTM C39 X JLM 1 C-1231 X JLM 1 Other JLM 1 Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed X 2. Cone & Spill I 3. Cone & Shear 6 4. Shear / 5. Columnar (Split) 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Krazan & Associates, Inc. .Project.No.106-01051 Cyl.Code P2573 Pour Date 10-10-2001 Report No. 3541 Weather RAIN Jurisdiction CITY OF BREMERTON, WA Permit No. - Project WASTE TRANSFER STATION Engineer Location PORT OF BREMERTON, WA Architect Client Contractor STEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # ,Ticket # 11 :20 78 47533 Site Mix Plant No. 4 Grout Flex Beams Reported Batch Data Cement Type TILBURY I Design Actual X Ungrouted Other Mix No. M4060 .1 562 % Air Slump 3.5 Conc. Air Temp. Temp. Unit (F) (F) Wt. 62 48 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1375 Water 19.9 GAL. Admixture POL YH 44.0 OZ. 1967 Placement Area Footings Slab/Deck Walls X Slab Columns Grade Beams Pilings Other Grids LINE C RETAINING WALL, GRID 8.5 TO 10.5. RESTEEL PER STRUCTURALS. Remarks PLACED VIA PUMP. VIBRATED. 45 YARDS. W/C=0.39. Other Air Ent. (ozlcwt.) Water Added on Job (gals.) o Items Inspected X Conforming Inspector P. SEELY Laboratory Data Cyl. Test Dia Code Date P2573-1 10/17/2001 P2573-2 11/7/2001 P2573-3 11/7/2001 P2573-4 P2573-5 P2573-6 P2573-7 P2573-8 Remarks REFERENCE: FR #4879 Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Results Reviewed By <V11 VI Codes for Break Types: 1. Cone X Reviewed By '1ft Design Strength 4000 Length Max. Compo Load Str. (psi) 63370 5,050 79900 6,360 79950 6,370 82140 6,540 Area 12.55 12.56 12.56 12.56 Non-Conforming Date Specimens Rec'd. 1 0-12-01 Tested Break Test Method Set # By Type JLM 1 ASTM C39 X JLM 1 C-1231 X JLM 1 Other JLM 1 Compressive X Flexural Test Results X Conforming Non-Conforming 2. Cone & Spll' X Date Reviewed ..----,- 3. Cone & Shear L 5. Columnar (Split) 4.Shear / .-/.',;, ,j-:,' Krazan & Associates, Inc. .Project 'No. 1 06-01 051 Weather FOG . ;'..,J-'" /','~:'1.~,-~i!' [-~G"..;;:t:;>" ',,_ \: .'_ r__~'<~_.~_~..,." 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Cyl. Code P2599 Pour Date Jurisdiction KITSAP COUNTY Project WASTE TRANSFER STATION Location BREMERTON, WA Client Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 9:10 44 47703 Placement Area Footings SlablDeck Walls X Slab Grout Ungrouted % Air Slump 4.75 Columns Grids RET WALL, SOUTH 100'. Pilings Site Mix Plant No. 4 Flex Beams Other Conc. Air Temp. Temp. Unit (F) (F) Wt. 61 51 Grade Beams Other Remarks PLACED VIA PUMPIBOOM, HF VIBRATOR, RESTEEL PREVIOUSLY INSPECTED. W/C=0.43 Inspector B. HUGHES Laboratory Data Cyl. Test Dia Code Date P2599-1 10/22/2001 P2599-2 11/12/2001 P2599-3 11/12/2001 P2599-4 P2599-5 P2599-6 P2599-7 P2599-8 Remarks FR #4649 Results Reviewed By 9f:; Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Reviewed By ~ Design Strength 4000 Length Max. Compo Load Str. (psi) 60170 4,790 74410 5,950 69110 5,500 72810 5,800 Area 12.55 12.50 12.56 12.56 10-15-2001 Report No. 3718 Permit No. 010334-0337 Engineer Architect Contractor Reported Batch Data Cement Type I & II Design Actual X Mix No. M4060.1 564 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1382 Water 20.7 GAL. Admixture POLY H 44.1 PZ. 3/4 1976 Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 5 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 1 0-16-01 Tested Break Test Method Set # By Type JLM 1 ASTM C39 X JLM 1 C-1231 X JLM 1 Other JLM 1 Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed 1. Cone X 2. Cone & Spl. I 3. Cone & Shear ~ 4. Shear / 5. Columnar (SpHt) Codes for Break Types: I Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Weather RAI N P2587 Cyl. Code Pour Date Jurisdiction CITY OF BREMERTON Project WASTE TRANSFER STATION Location PORT OF BREMERTON Engineer Architect 10-16-2001 Report No. 3754 Permit No. Client Contractor STEELCRAFT Field Data Supplier FRED HILL Site Mix Plant No. 4 Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Time Truck # Ticket # 10:40 73 47763 Conc. Air Temp. Temp. Unit (F) (F) Wt. 64 54 % Air Slump 3.5 Placement Area Footings Slab/Deck Walls X Slab Other Columns Grade Beams Pilings Grids RETAINING WALL, LINE C. C-9.9 TO C-11.5. REINFORCEMENT PREVIOUSLY INSPECTED. Remarks PLACED VIA PUMP, VIBRATED, 18 OF 54 CY. W/C=0.44 Inspector J. GORDON Reviewed By /fl Design Strength 4000 Length Max. Compo Load Str. (psi) 69420 5,570 80990 6,450 79380 6,340 87740 6,990 Laboratory Data Cyl. Code P2587 -1 P2587 -2 P2587 -3 P2587 -4 P2587 -5 P2587-6 P2587 -7 P2587 -8 Remarks REFERENCE FR #4876. FAX TO 415-2761. ATTN: KIM Results Reviewed By ~tl Date Reviewed Test Date Dia Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Area 12.47 12.47 12.47 12.47 10/23/2001 11/13/2001 11/13/2001 Reported Batch Data CementType TILBURY I Design Actual X Mix No. M4060.1 565 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1377 Water 20.3 GAL. Admixture POLY H 44.0 OZ. 1958 Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 10 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. Set # Tested By JLM JLM JLM JLM Break Type 1 1 1 1 Test Method ASTM C39 X C-1231 X Other Compressive X Flexural Test Results X Conforming Non-Conforming Codes for Break Types: ,. Cone X 2. Cone & Split l 3. Cone & Shear 6 4. Shear / 5. Columnar (Split) @l{tazaIl & Associates, Inc. FIELD REPORT NO: 4909 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS CONTRACTOR: t:T S:~\hRO. / R\j .As..&JC . JURISDICTION: \< \.,~A~ Co\.} /lJT'? PERMIT #: INSPECTOR: WEATHER: DATE: \ \.- ~-O\ PROJECT #: 1["(0 - c.-,1 OS \ PROJECT: ~\~~E \QlA~"lt=9-~ CLIENT: ~\ ~ ~~I..t\ ~Orn'CI\.)\A-( _ KRAZAN PROJECT MANAGER: -:s \3 D,-~\.c~Rt)S CLkI4-R TEMP: ~() 0 C~).~ ~\\.>~ ~r.? C',(")I'J.'~c:-\O~<::'" <K5=C?'l\E~<(\ ->)0 ~~1l\\cR- A~~ \>~ ~A:"'\<..~\u.....- PLACS::D A-~D ('O\"""PA(''TEj.~ R~_t\\~c> ?: A ~ -.:::::... \ ~E ~ ~ ') 1,:),. ~'- A \...D\\..'il:" (':..,~ \ D L\ to;>t t \ ~ \=<.. \J 'A:;S2-.c'~. \ <., ~LA.~\~(~ ~N'\<.~\\_L yYo,~S:~\ ~,-~\\t\ )0.. LP---r. ~6o \J C<-S=- \2 -A~ t-:> c.o rr'"') ~ A<.:..\\ ...... \C~ ~ l \: '=' A; ~ A. ~ p.., \ \ 0, "-'\ ~ ~ ~aL'- 9 R.. \?:,ACJ.<..~l LL' ~ R?=\ ~C -, ?LAC.s=~ \ ....\ .p" ~~r~~. \ I L\ F-L-s. ~ ~cE, 'D~t\....'\S\\'t -r.s:;.,$\ ~~?:,F:\'~;:2~;l~ FoR. 9'x..~~\ L.c1cA, \nl\.~' n~ \s;.~\-S ' ~ ARR\\J~ - \0- 00 L ~Av' E..- ~-- 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver. WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 Map Loc o Attach o .Plans, Plans Lo o Plan 11 o Truck PC.\<, F\I \ Max. Ury Opt ttion: Curve Test Method: Curve Unified Soils Classification Density Moisture ~d o on Backside \ ::S5'"1 'C::> \'::) ~c..."GR\...,"( c,~Ai":l.S-D ~~f'-,. 1M} ~\.~, , c~'?;. ,4 1:C:;,o Sheet # DailyAvg Std ILlY ation: Count Densities ~_ (~h,' lble, Slot Daily Avg Std lc~l I I I Count Moisture I Gauge# ''3,L.\\\ \~ I I o Pad(s) DrOther B . 0 TUBE METHOD (ASTM D2937) o NUCLEAR TEST (ASTM D2922) o Paved Areas: Sub/Agg 2924 ~~Kr;Jzan Project ~~-S.'"t";>.:-\ R~s\Z.E~ Tpr I]" t'J - \=< \.C \-\AR-i."::)-S . Proj. No. 0\ Ob f f'I<>(p I \ -10 - n ( i Description: J o Trenches: Sewer / Water / Storm Drain / Utility /Irr. D Required: Test I Curve I Elevation ! Location (Comments) I Mode & I Soil Wt. I LA..U!;lll I mVI" I "lVI" I we~ I lJr~ I Moist I Percen~ I Re uired Depth (gram) (inches) Wet Dry DenSity DenSJly % CompactIon q \ I D 16 AtY'HJS:, ~A\O C:.., 2 I 9;/1 I I / 1 II(~n IICy,q 1\\ ,IC( I II ~ I I, III If. . I fi I 1 I I III "'.9 /104,5 h\ ,'l I q tc J 4 I II ~,L\ (, (s I I( t7' i ' I ~ I I ( I I / I I \\ '1. ~ lla 4 I '?1/1 ~ I Lf I q & . -7 I It C. ') I) ~ I II III tl If I C,r 4 / " I I I I Illb.o I iO.~;L !lC),crl 9r;1'( I J) I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I / I I I I I I I I I 1 I I / I I I I I I I I I 1 I I I I I I I I I i I I I I I I / I I I I I i I I I I I I I I I I I . I I . I ~=3KrazaI1 & Associates, Inc. FIELD REPORT NO: 4910 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETlANDS DATE: \ \ -"\.- G \ PROJECT#: \06- O\C)cS \ PROJECT: ~~ ~"\~:\Q.~,,..vs..r-,c~R CLIENT: ~""'\ E-.~\,) \Q<:)("r\.'t..\.)n~ '- KRAZAN PROJECT MANAGER: ~ 0> CONTRACTOR: 2\ ~N-\Jn~o. ( ~.sF~QAF, JURISDICTION: \"'\..\ \:s.~ ~ Co l.l1\J 1'1 PERMIT #: INSPECTOR: WEATHER: D. '\=<.. \. c.. t:'\: ~~ \-:> 5. c.. L& 1"\-,<.. TEMP: ,~ 5 0 a ~ ~\.,~ \'<;.\<. l ("'o;l\.~~ A.('\o~ <::... ;\:<. ~ CVU f=,~~\ 'Tc~ r->~'"'R ~cRN\ ''''~'PF--.('>o'\ i.. c."l-..} C' ~ C_f"'t~~c...R ~l~ ~A<:~:- YY\ ~ lS\' ~~ '-....::A. '-'-- Rs::-n. .....:J s: ~ j.. '\ ?~ ~ \ t:::>L. \ ~ E ~ (", - \.~ J '\ c .. c- ~ tt It , ,:.~ - \ 1..\ . ,~. ,,-.:>L..u ~.~ '""'\ $-.S'\ ~ A--~ c......f-. ~ AS "J.. '.. U, . r- l.l it \.. A ~\ L.\) L\ )i.... <3 C Y Lt ~c ~.R <..... ~o~ C' 0'1"0 p~ ,s'.C"..."5;.\ \I ~ ' 'S-r-R~ 1"-'~"T~ F.. \t All \ A.'\ \ c 1-J ., ~ ~ \~~0Q.e-.\ ~(".... .$.., EE:L.. \-\}O...~ ~? ..s;:~ flQ F ,\) \ CA).. S \....'1' ,,~ ~~ 5=(,""'\.s::~, ~rj: ('("1 t.J - C Rs:.., ~ ~ \=<.~_~OR\~ '3 ~ C1 ~r")R \<=l('\~~\ [' 1A. L.. ) IV F01<- \l") 'A\" \ C".~ '" ~~" \\l 'E.. _ q '03' L-Z: A Vi. -;{~ To the best of my knowledge, the a~WA~S NOT performed in accordance with th~.OO. vvod pi,"" 'ped'"'o",, oed ,oo""to" ,eq"i,er~, Superintendent/Representative: T~\"",~~ 215 West Dakota Avenue Clovis, CA 93612 (559) 348-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 4231 Foster Ave. Bakersfield, CA 93308 (661) 633.2200 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 1025 Lone Palm Ave.#8G Modesto, CA 95351 (209) 572.2200 19501 144th Ave. NE #F-300 Woodinvi/le, WA 98072 545 Parrott SI. San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave. Vancouver, WA 98662 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254.3200 ~~J<iazaIl & Associates, Inc. FIELD REPORT NO: 4911 GEOTECHNICAL ENGINEERING '" ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ \ - ~ - 0 \ PROJECT #: \ aL, - 0 \ O~ I PROJECT: \J... \ t::\:S\E-'~RA:~Si=~l? CLIENT: E7\E~\f \ ~C"'\M.~~i\J""'AL KRAZAN PROJECT MANAGER: -:s. C::> CONTRACTOR: E-:\ E~\J \~ 'fY\ ~ k"'" AL. JURISDICTION: K",S"-? CO\. h "T'--{ PERMIT #: G \ (;"3.3 q. INSPECTOR: \>- t:<..\ct-\A~DS WEATHER: LLE./...tR TEMP: ~~ c~ ~ ~\\: '7. AS R f.~ '0..~:s.', ~,\:) ""\ G vy\ ~ ~ \$")~ A..~D .\~C:;\ ~c"8- C'C"'I~'Y\?A.C:..\\C~lU rJ~ ~~C.~F\u \'LAec;:\"') PxS\~\~f"\ ~ A-s-r ':5\ t::>> , aF ~Al L ~L("\tJ (:., (;; R \ D L\ ~ <:: ,( <': f:~~F""'1~~ f:,\..:.." L. 1 ~ <;..::., '\ ~~b It, . ~ A ~~~0 ~,~ '%-~ B. C 0~~A(1o'''n-'\t> \:S - P L-A <=-\. ~~, F R~~ 'VRA. '\ ~ $o..JC':" "S A.~ ~ \_L~\. \'0(;" A.. C lA'\ , ~5' 0 Dcr2....~R. A.:~D C'_~'\/'0.P'A.C'-:-"'("\1~("':'. \.....~,\"...r~ p.. ~ F\\<~\ \D \Ol.J Ra L\_~ R...." t' E~'F oR'C"<'\. f: D L, , ~ - ~LAc' E ,""" s: ~,,,'-( \" 'S~'""\ ~ f::>;\ V~~ \.C'lU~ LC:..,~~-C \C';~'3-. A~D '0 E?"",\\,-\S . :=-=j f, ~ D$-~- ~\,"f 'TS_S\ s,:t'\.>F~\ ~ ~9~ 6' FoR Lac :~U:3N""'" A.jo....:n-~ "''\SC:~~\~l~L \~~oR..m~'\~iU.. A...U-,"S:.<"~",,:> f'.s:Q\FORb~b ')C':;)\>A.'1 f>A. ~~~~t:::> '-~\.~ GV~,j<- Cf 5 c/c: CD)V\ ~A ('-n..[)'i.'\.. AL<!SO) "'So ~~~G7\..\E~\~!~ ~~ ~~~t C-R-AfT; 'W~'?.&~,$D 'R~l~~~~C-\\C(:' %~~_~-,L ?LAG> D FOR 'SLA.t?> AR.'ii-~A, r'OR. Ev'<\?L0'1 E-?_ ~..~\~\~("'. ~w- ~\~_~_L \~:f)~.c:."X~.D c:.c~~<:'R\""<\.~D ~\~~ :5t\ ~.~-:\ ~-lc cF '\\-\E -~\?EL 'DQ.~~\.,....y:,s.. \3,f..Fr-:R~ ?L..A('- \ ~"X=:> (J:) /'o..JCJ<.. S-C ~ . "'2:>~ ~ ~ L. ~~_<C 'bS '\ D \6 ~> (' ~Ec'" '~<.E ~ Ji3~""t:~~' .. foR C.L-EA'\KE.:~C->-~. j.6\~"'" ~ ~~t'~L A~ D C->Ra~ND_ Q~O flt;R~\\) s- \.- 'Ls~\) F \ ~ f(7 L~'l, To the best of my knowledge, the a~vAS NOT performed in accordance with t roved plans. specifications, and regulatory requirements. Superintendent/Representative: Te~'an.: " '\ \. ..." 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinvifle, WA 98072 11913 NE 103rd Ave. Vancouver; WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 I "'."J. "l!, ': j ~~Kr~zCln "0 TUBE METHOD (ASTM D2937) ~UCLEAR TEST (ASTM D2922) o Pad(s) 0 Paved Areas: Sub/Agg [9""Other ~ f\ t.. K ~ \ L\.... Curve Test Method: Description: Map Location: o Attached o "Plans, Sheet # Plans Location: o Plan Table, Slot o Truck o on Backside Required: Test I Curve I Elevation I I () ITtR' cr U>/\LJ a I jl I h ft- It I '3 I It I Y/i4et~'!"~,L ~ I " I tl (I t I [) I i' f:z i ,., i( L; I /, I I' , I -I, I I I I I I I I I I I I I \ ,55'"1 \:> DailyAvg Std _ Count Densities J. 0 ~ b Daily Avg Std Count Moisture Co'Alp Gauge# ."~ ~ \ \ Location (Comments) Mode & Depth '~-RH> 1.....\ "'H' C,."l SSIi I L I L L,S ,. ' I c,.? . Il C.d It , I' it Cctt It l' c1'3 Ii /I i ( II II Project ~ A ~\ ~~\ ~ ~ N So t= f..Q 2925 Proj. No. 0' oS I f)~tp I ~ - ~ ,- C) I Tpi"h' D~~\c...:A~~,,,:::>, o Trenches: Sewer / Water / Storm Drain / Utility / Irr. Curve Max Dry Density 1 0(( .4 D Unified Soils Classification r 'F::>dOQ.L'-( G";ltajJ...n~--'" ~A1..jl,,:) '-'-'/~\L\ , ' , I I I SoilWt. (gram) I Wet I Dry I Moist I Percent I Density Density % Compaction h\'l.?J 1I~~,1It~.01 9~.~, I I, j 4:- , \) I \ CYi ,~I '\ \ ..~ I Cf i,. .. I It I ~ 1'-\ I, 05 I 11 I \';~,;:J Q'l. 2 111,0 !iOY I ~ I \\:'11 q ~/S \lLf. 311('3/'ghOjIo19S.~ 11 ~,-?. h 04 / 'All I. 51 ~ 1& , I I I I I I I I I I I I I I Length (inches) Moist Wet Moist Dry Opt Moisture 1-5',0 Required 96 1/ If ft f / 'I .:.....:.:',.'.~....:...;..,<.::: : ~5J<iazan. & Associates, Inc. FIELD REPORT NO: 4913 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: c~ f~V-\'~('J -/~\J I\.s.~. \~ t~S;o~ C-)\1;ojl Y' DATE: \ \-~-O\ PROJECT #: 'OLe" - 0 \C\"S i PROJECT: ~~..;s~\~~\R~~S~~R CLIENT: q S\ "'I \. n f.<.C\ \'Y'\ 5= l\. rl' A,l..... KRAZAN PROJECT MANAGER: -, 1.~ t:> '"' '\< \, e--~A-~? <;.. CLFAR- - "'::)0- TEMP: ~ ~ ~ ~ ~\~~. AS:, ~?=~L\.s:.S\~_~,~ 'N\C"i~.'H\C'\~ A~f:) \~:S:\. ~~ C'c-~~~"f\.O\O~ C"'l'r \?'JA.\"\<..~\'L-LRACED ALG~b FA<!iS:\ S\b.>~ Ov ~AJ-L A..\ GR,\.\~ u.~~C-) \-~. AL~ '\ f..;S,~ \?'>\<e:~GR\l<\E'~ ~FR'E: A~v'E. q.S'7F' ('"ov"r'\- PA<'=..\\.c~ . ~'A~\;\.~OR\<.. SG~('C\~'"'tRA(''"'"\o~ '\ s ~LAC.- \~(~ "\~AC:Kt=tLL ~\'"'\\..~ A. tJ~.s:Rf (~50 H bO"2.ER A:~D> C' O\;'Y\ ~Io.. t:\ \ ~~~ "-~ \'\: ~ :A. ~ A r<. A.. \ \. a -r (")11...1 R a ~ R r rt\"A\z:.~A:L- ~.t~(',., \=>LA:C:~X:"::) A.;L0~(=-' ,--'-..:~A-u- \ S, t=~~5-= ORA. 1 ~ \ \\:,,(~ ;SA.~ \:':::. . A a1e. - ~~\'\l'E- \ L-eA\}~_ - y~~ '0 ~ To the bestof my knowledge, the ab~ WAF)WAS NOT performed in accordance with th~ed tans, specifications, and regulatory requirements. Superintendent/Representative: Tec~ "'-...~~~ . . ~ ~r;-,.. .... 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 2928 I @~Krazan . Proj. No. G\ G.~ \ J)?tp \ \---C\ -0 \ o TUBE METHOD (ASTM D2937) ~UCLEAR TEST (ASTM D2922) o Pad(s) 0 Paved Areas: Sub/Agg ~her ~t.:\Z~\ l...L- Description: Map Location: o Attached o .Plans, Sheet # Plans Location: o Plan Table, Slot o Truck o on Backside I I ! Required: Test I Curve I Elevation \ I D 141 PlfLot...; I ~) I I' I'IOP O~\J.l~ ~ 1,1 13' a~LO~ 4 I " ~\ e;P-- Cl~ ~~ I I I I I I I I I I I I I I I Project ~ "-5'\?-. \ '\K.F\~"S.. f! ~~'R Tprh' ~, '\< \.C:HAR..D So o Trenches: Sewer / Water / Storm Drain / Utility /Irr. Curve Test Method: Max Dry Density IOCZ>.4 Opt Moisture 1 D',O Curve I Unified Soils Classification C:l 'f'QC~Ci GR.~~cf.p. s...~'D~J ~\LT \ 55t lJ DailyAvg Std Count Densities ~ Cr<63 Daily Avg Std Count Moisture ~ ::gcO Gauge# ~ ~ '-\0' Location (Comments) I Mode & I Soil WI. I Length I Moist I Moist Depth (gram) (inches) Wet Dry c.,c,6 I ~'/ C.I,.b I tJ c...., \ I " , I c...~ II I Wet I Dry I Moist I Percent I R . d Density Density % Compaction eqUlre Ilt6;"1 1\03t3"~tCd gO,5 I cr5 Illb ~l h (i~:l h \ ,lo I 'f,~,"7 I i! 1\\11\ IIOLJ,~h'),3IqlL'I-l.. I I, 11/l..rdtJ l1o'?>fG J~;11 96.5 I '1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~~J<.razarl & Associa tes, In c. C(<..JI=-3f J() FIELD REPORT NO: 5122 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS DATE: I J A!tJt.J i!) ( PROJECT#: 1~6-0(o-:;;-1 PROJECT: tt.)k5T~ 7l?AN<;~;e CLIENT: KRAZAN PROJECT MANAGER: '-.J Me CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: J. a.IJR/)~'" / J). R,(!HAkC>5' WEATHER: Cl/"u'P'I/j(A-IN TEMP: S-44 E.-I EYVt Ie.. /'d12-r 6,c ,8ll'et~"ft)A/ IfJAI'S'ffI; r::J/i! '5:pfclAe IIVSPU~7.r()N ~,c RE-IN~PLt!lt) tIJNt!JLcte.. {};f\lt/t!~e WM p/IIRelJ uit4- PVMf'IBI1"UA.../ /'IF 0$H.Ht$o. ;::OaR 4'-')f8 CflL.'NDlCW t1)e1l.e tr/J.f/ PIlL 7i:mt.,/e1. 54u tJ leD ~ '3'0 #tC ~ ~. $.;ur("y~e, B,,;t.o/1Y.9 )'!A4J l/J'M BeiNg f(Aeee( r. L_ ~ ~J-_~/! 5/.' A':.!.tt.' 4f.i.b ~p e (NilS (";ttceN ~tJr..- oJ3IfJIf( C;lJ/CNdK.. "F 5 t-If..{$ . t-VM P r jJL.<;() ?/Ik..E.L> WA-ik ,e-r E, 1-4.. 1?1!$'T'eEL P/~;He,,.,..-r WtM P~~()ltJ">Ly /NSPt9C7Z!';!J- t>N 'SITE ~ o,cp; S 11e: : 7:70 i2~>() C;Z:J/; 3%30 To the best of my knowledge, the abo e WAS! WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: T nipian: 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 @Krazan & Associates, Inc. FIELD REPORT NO: 4795 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETlANDS DATE: i 1- (4--0 , PROJECT #: I 0(0 ~ 0\ D5) PROJECT: \..uCl~+e 'T-ralA c; re v -GLlCNT: 6.....@<..l.tp 10' .1.0 \A KRAZAN PROJECT MANAGER: :S'N\ ~ CONTRACTOR: JURISDICTION: i<"\TSPl-(' C",>:~ry PERMIT #: INSPECTOR: D~ L) Ie:,. ~-t WEATHER: \<:A-r t\..J (\j ( ~ f 'fi""'YZ TEMP: S'b 0 o^') 5r.,..::- 14'7- R~t:P\JEoc"i'"'j"'\c.\) / Scf+t:::.{)U Lt:-D \C.., (VGRRl\ZVV\. '''.J - ~L-<PtC E D~"l<;' IT)' I I e;,,?,c, (0,,-) I\.JA\7\IE' ~\l L oC, lea' KBTPtI~l\l\jb \J1~L...L..Dt1~ ~ ~~\I Y I<-Alt...\ \~" ~{2e)p..q~"'3> Lu~, ("\~u C:;(\1'=- :c. WAc., !--J('J\ ~~ -+r,P82-H">\'2V\1!' , \i)~117 J E?q LU \"ifT tv I ) c: ( ~ f'r f: 't:> ~ I) ~(') \1\1\ 8"l'C-f2 ~ CtY^ M ~-'\]:~r2. \ \A-\..- '~L- \- ~ ?d~ LEO\) I?, "/ DV\f'v\.{? 'T\2-v C\'- '3 P \2..e~o ~ 'l 11 0 z.~ ~./ 0 ) , ~l'V\ ?I\!'-r;;;:p ~ P? \"\1+ '-A(?ti/::;:- <; \ IVG( F V\2DVY\ \1\ R'7-A-IVl\Z'1 ~) Lu:;-I?' ~DnvD JiJV'\.1f'IIU6. ..J('U\L. ~""'r'~p ~n_\~c-L=q01 'Tn u) 4' i. Pt="J2~r2WJE:O ~Id\)- ~~11U6 ~L7<Z.G:: 9~)'f.?~ (~9'\2.?~8) 1l"1\.) l\_h~T)~~ ?iiL."I1 5rnv\). &'RD?'t-=- ip'=:U6T:lZt\-170JO AT RfrtJDOYl^ L(')r~170Il) c~+ PK2.f-"7A- (01 -R i 'De\ot..t; ""i),o ()F tUViLL \I 'C),.\?-'F':'O -Ov-o ,,"-' J" -k, S!\ III \ow:. ~ It; r -"" V\ <714 ~""'--+ l..v :t'^ '""'t'\n I"" .,'1 f-P ~ "fv\ a +ev \ e, \. (? 1?Se V' Ii.... d f\QCe~V\;?i/\.4- (7.\- ,^+>'lC.\- \\~t- ~ ~p'rC>1- /~'-\g-II 't{,HL\L. .- Co Ij\.\. Q ~-ctt;:O 'fJ ~-rI\J 6 M 'A'~ \ A-\.... Lu ftL, <;f;; u ,,",'0 --r-~ 1O,c- ~ ") C; e A;-t-. ')'\') (J IV 'I' ~ DIl) e, I'\tvff) StTf)lJL\) ~~'Fotz.o"" ~ ~P':'C-(~~\1.c.?0 ~\.1\e-~E')..;>~ ~ regulatory requirements. 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~,--,----". ._------'..,-;"'--"...~~ ~~I<iazaI1. & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS FIELD REPORT NO: 5207 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: E't..-- -~ ~"-'1\j{f~.o, 1-<. l T~A 'P' l0 i.l tv" 7'1 DATE: ~ \ - I S - 0 \ PROJECT #: l C) (0- c; \ n,~ 1 PROJECT: \_~~~E~\~A:N~V=.c~ s::- .- c..' CLIENT: <......- \ CiU U I RC'I , KRAZAN PROJECT MANAGER: ~ ~ D~ KlCt+4RD~ 'i;>A \ I-l TEMP: S' ~ ~'\\.') ~ (\ t= AS 'R?= q l.\ ~ ~? \) '-r-c") ;?ER~~ \"<\ \ ~ ~ ~- E C-r l Ct--.J C"> r-:= C (J r-..J (' R,>:'\ ~~. PLA.l':f.'~ F-r:R ~ 'f:\L~ A -:;; E~ R\ ~ L \ ~ ?_~C..6-0. i~-\' A;":"~ F'~~\~-5;' \~G-r\..~~~"'\ c..~ \1""':) L\~><~ \~- 'C)<:::'\"-\\ .KS:l~'fc-',Qe\~<i--> S\~/L _ r:cR \...~ALL S:.~0\C""'k'\ \-\AS ~~FI\."\ ~\<<;:'Vi.C;JL\"-L:i \ f\..\~p2C-r?D , ~>=~L- 'F"Q!R. ~(::,S . "-'\.:\ A. <:;.,\ ~ ~ YFr\~b A~\) ~O~(~D ',""o~.t-, \JLACFD P>:k> ~\~. ~:::::.. 0f= ~\:-\>- 'D~A,-'0,\~(-,~(' ~ IT~ I..L it' 'i!5 c:::: r::::> . . it . i( ,-)IIi _ ~ ~..) \.....0 ~'Y1 ~ -\S:-~ \ ,,~~(':.t-' \...~A....;;:" '-+ -\:" C ~ - Cl \ 40 i / A"'S.'T -.... I x ~.s_YLi..~('.,S::RS roR CD\i-nP'R.C':-<;~\\I~ ~~;T\.:\E-":\~ EU-l~u...:A\ \O~. ...L ~'?--.~;:.~-rEC') $'\.Er l ~r~ ".....jALL.. Au::.,~G, GK\~ i...-\.~>- K ~-l . 'fc.,"\.........~ ~s:~L'\C \3~ ?LAC';::b I " \ ~ , . P9R cs.~\ ~r.; l \") ~-rA.u (p..,., C:i:J.4??A R:'S e.- \':J" r ~.I\.""")::'R s) . A L~ a \;Y\ CY~ \ ..'''( 0 R5= '\") R ~l \~~ \ \_L\ ~ C, A. ~ ~ eCl lYlPA c:\ - ',~(.-'l (....~ ~Rf~ 'D'R.A.'M'~)(;~ -;;A.~~ \~>~,~~ wAu....A.Lo'KJc.:-... C~F~ "",:> L \ 'l0 ? c..), D - \ ~ . m A"T'2:..R' P. <- 1:<'" R.~ i. ~,C> P LA C ~ D \..\ S\K'\r:" A. c.P..\ "3h"O OCl~~R. A..~~ cC)\'"'<\vACTED \).\ /X\-WRnx., \ '. L \ R S. \...\ _~\. ~(-, A. SA \<.A \ \ C~, 'T<:::~ R \?\\-~ R ~ ~ e-"R.'\-CR'N1 F 1'":::> G lU- \=>LAe2 \J ~~S ,,'{ ',&-'5.'""::::' \c)D.,s,\ i=- ~~ 1 JI..."'>- C:C:~)t'("\ PA <:..'1- \ C~. ~\..-'-- \?;<-"'.;\~ \...~?-.~ .A\?:.G0~ qF;h 1'0\-y")-PAc..~' [;1\.\. :~.,?: E.. D~~~\\",( .\?-_~'\. ~qf'~<=1'~~ FoR Al'.:::;~\\\~~A,- '\NfuR- }"()~\a~ ' , ::;<3 1\\<,~\u ~~ '\ - _ ''2..-~ L~A-v~ ~ 1~ To the best of my knowledge, the a€iJWAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Superintendent/Representative: ~ni~ -.~ \.\.~~ .,:--. ~.... 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinvifle, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield. CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 .2929 ~~Krazan o TUBE METHOD (ASTM D2937) o NUCLEAR TEST (ASTM D2922) o Paved Areas: Sub/Agg Project ~ ~~"\ 2--_ \ ~A~ "l ~r$.: R Proj. No. c:,\Q:lb '\ . n".p j \ - 15- c> \ G, ~ \ c....'t\.A Rl~.s Tpr":l: o Pad(s) o Other Description: o Trenches: Sewer / Water / Storm Drain / Utility / Irr. Map Location: o Attached o Plans, Sheet # Plans Location: o Plan Table, Slot o Truck Curve , Unified Soils Classification D ! \~~ (...'R~~s...r.-> SA.t.:)f'J....l.Jj :$\t....:~ , , , I I Curve Test Method: Max Dry Density 1088 Opt Moisture 11:$10 I I I I I o on Backside IS5LD DailyAvg Std Count Densities Daily Avg Std Count Moisture Gauge# '~L\ \, \3 Required: Test I Curve I Elevation I Location (Comments) , I 0 I~ :Afuuc oh.A\N c;Rq:~ c... H ;( I ) III " It. 1 \ C. \~ :? I J l5\ II, . I, C i C. \. 0 Z; I \ I' ; I i/ , 1\ 11 c.. \'3 [5 / ) Ie' 'I I" . " c.\\ &- I ~ I t l It 111 " ~, 1;?,6" I I I I I I I I I I , I I . I I I ~ I I We~ I Dr~ I Moist I Percen~ I Required Density Density % CompactIon 11/ >.i,'~IJ0LtILj Ir:,;)j q~~'3 19'5 "~c.1 II c76, I I \i:~ I g l. 0 I 'I 111"'t)~1 IIoLf,5Ir3,(.,/ 9~"J.Lf I 'I III 4> /1 I (1~;{ II ~ .-q q 5 :1 I t( III(Pt~ I03,Z-f / ,~.51 q 6.. i I I, III { ,'1 10 Y ,'~ h '3.0 I '1 ~ ~ I I II I I I I I I I I I I I I I / I I I I I I I I I I I I Mode & Depth SoiIWt. (gram) Moist Dry Moist Wet Length (inches) ~ 1/ l/ I, II 'f Ii ~~I<iazaI1 & Associates, Inc. FI ELD REPORT NO: 5209 .. . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS DATE: \ \- \ C\ - a \ PROJECT #: \ OlD - [')\ O~~ \ PROJECT: \...~l ~~~~C\ M<:"'f'~ D_ CLIENT: cc..."T ~"""-"\.j"t R 0 . KRAZAN PROJECT MANAGER: 'S R CONTRACTOR: E:x S~VlQD. JURISDICTION: K \'-'t"~? C' a u~\""'t' PERMIT #: INSPECTOR: WEATHER: o ~ \:< \ c.\--\ A R.t::.:s R~\)-S TEMP:S;2. C> D~ ~"\\~- A<"" ~~Qu.c S\~_~U '''\0 ~2=-~~cR\Y\ \,~S~~C:.,"\\Q~ c-,~ C'()~C:.~~~,s:, PLACE~ ~-"R. WA.u _ A,t C\~V.:~ c.::">Q\.~ "-\~~ \~) C\ -\\ . ~LUh'\P "\fS\ ~~-;\.....,~ ~A-'-,. .~\/~( . CAS, L\ZY,ll x...R.,,1I C''''' L \ ~ t"') ~ R~ \=c::)~ c'(::'J\inPR ~ ~ S. \ \J ~ S'\" REt..:U.;-n-4 F'0Al \,,-tA~\n~. '=<ce\~.y(~R~\l\.\(':~ ~~'>-7( _\..,~\A<; ~ ~''-' i0LtSl:f -\ t,..'\S.1?~c-rE DeS. EF RE- fu'R'.""\ o~ \ \- \le'"'- D\ ). [.ot-,.;)e~R'~~F \..\..:J'A:~ t?L.ACF.D u~\ 't..\(~ A 1/~ cU. '-[D, '8.\Jc~, ~~ C'ca...)~...1Y.? ~~ R~~\4=t-3~;(O ~R ADD1'"T\OI\J'j\,-,\~~- mA~\nt...:J ~ ARR\'\-~~ L~AVS '\G~ :>..~ ..~_. ~ To the best of my knowledge, the above ~OT performed in accorda .e wi~a..pproved. plans, specifications, and regulatory requirements. Superintendent/Representative: Chh.i~~ :. ~~ "- \.U'! i ~ ,~~ 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrot.t SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~~Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CON STRUCTION TESTING & IN SPECTION February 18,2002 KA Project No.: 106-01051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, WA 98367 ~ ~~ ~602~~~; BREMERTON BUltolNG DEPARTMENT RE: Waste Transfer StationlPt. Of Bremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: January 15 January 30 February 1 February 4 February 6 February 11 February 15 Concrete Report No. 3999 Field Report No. 5569 Field Report No. 5600 Field Report No. 5602 Field Report No. 5422 Field Report No. 5593 Field Report No. 5758 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, C7 (~ 1~J.t/ Penn Seely, Laboratory nager Peninsula Division PS:dc Enclosures cc: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127 Kr~zan&, Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 r::roject N? 1 06-01051 Cyl. Code Report No. 3999 Weather SUN P2873 1-15-2002 Pour Date Jurisdiction KITSAP COUNTY Permit No. 01 0334 Project WASTE TRANSFER STATION Location BREMERTON (PORT) Client ET ENVIRIONMENTAL Engineer Architect Contractor STEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 8:30 57 40183 Site Mix Reported Batch Data Cement Type TILBURY I Plant No. 4 Grout Design Actual X Flex Beams Ungrouted Mix No. M4060 .1 564 Other % Air Slump N/A 5.0 Conc. Air Temp. Temp. Unit (F) (F) Wt. 54 30 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 2006 Sand Ibs. 1378 17.2GAL. 44.1 OZ. 20.0 OZ. Placement Area Water Grids FLOOR SLABS IN ROOMS BOUND BY 9-10, B-C SAMPLE @ 11-B Remarks PLACED BY CHUTE, VIBRATED Footings Slab/Deck Walls Slab X Columns Admixture POL YH Other A323 Grade Beams Pilings Other Air Ent. (ozlcwt.) Water Added on Job (gals.) o Inspector J. GORDON W/C=0.43 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 1-16-02 Tested Break Test Method Set # By Type SK 1 ASTM C39 X TR 1 C-1231 X TR 1 Other TR 1 Compressive X Flexural Date Reviewed ,. Cone X 2. Cone & SpHI I 3. Cone & Shear 6. 4. Shear / 5. Colomnar (Split) Laboratory Data Cyl. Code P2873-1 P2873-2 P2873-3 P2873-4 P2873-5 P2873-6 P2873-7 P2873-8 Remarks FR # 5347 Test Date Dia Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 1/22/2002 2/12/2002 2/12/2002 Results Reviewed BY~ Codes for Break Types: Reviewed By f7 Design Strength l.f()OO Length Max. Compo Load Str. (psi) 57930 4,600 75520 6,040 74640 5,970 72420 5,790 Area 12.58 12.51 12.51 12.51 Test Results X Conforming Non-Conforming 'C' '~:'_,;,-,- c::", ~:~'.... .,."':"_.'"",,___ @Krazan & Associates, Inc. FIELD REPORT NO: 5569 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS CONTRACTOR: ~ El<.3ill~O-/ S\&ELCR.AF'T' JURISDICTION: \<. \.,"S A.? CoU-;u-""TY PERMIT #: INSPECTOR: WEATHER: DATE: \ - ~ CJ- 0-;;1... PROJECT #: \ ~ l~ - C~ \ cE; I PROJECT: '-~~~,? '~A.~~'r~\< CLIENT: E..\ ~~\J \ R.o . KRAZAN PROJECT MANAGER: ~ G> D - ~ \.c:.,\:\ARb ~ D",C<. TEMP: '-(C)Q C) ~ ~\\~__ AS ~7~l,,~\E\> 'CJ P>R.t:oRW"\ '~~~~r"\:'"\a~ CJ~ c...C'3~C~~~ ~L.A.<:~_\i''f\~ ~\ '" 0 fbc- c; \ ~ ~\. ~ P..'N\. ~\,,), ~'-{ ~'I:;tD ~C~\~p.e.~c a ~A..~ ~\."L..\.... ~C'\:" O~ ~\-c->" \A-LK~~ ~C") S\ (. ~\""") A.~D ~\.H.~~ ,~~ ~O\:l'" ~A.t::> B~~bU ~ ~t""c:;:~~_:~ ~/ ~\~~L(1 RJA.~ ~a-C ~c:jx"'\~\ ~(~ \.z'R t:t... ""t-A ~ . <t' To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the ap roved plans, specifications, and regulatory requirements. Superintendent/Representative: TeChni~ 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 9330B 1025 Lone Palm Ave.#BG Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 5600 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ).,- \.... O~ PROJECT #: \ O<.es- a LOS \ PROJECT: \...~ ~~\'E... "Qp..,,~~~,?E.\< CLIENT: c:-c- f~~ \J \ ~-, . KRAZAN PROJECT MANAGER: ~ 'Go CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: E'-\ EJ\.. 'IV t RO ~ I ~""'(FE-li"RAF'T \< ,'='SAP cau~'T'i p - Rtct*~RD-S Re. TEMP: 40 G c,,,-, 'S.\.~j A~ R?-q,,\...\.P,~\:~,~ --c-C"). ~;:1<fu~'l'I'\ \ ~ ~~~ r-:\ \ D~ C> F' C' Dl..'rC' J~...E..'"\F, ~ LAC ~ D rc R. ~ L..A 'R ~~'T""-'fS:~ G,GtI.~ L\~S::_'-,. B'-C) 6-~ _ ~LU~~-~S:.s....\ R q :1 C .tl II p..~c...,~_ ~'A~ '-\> ....5.. A::s~ ~ Y x..~ C."Ll...,.OFR~ i f=O~ C'~Vv'\~Qf:s-.~\.\..\>-, ~,R~,~r:..,~ flVA..i \\A-\.'tc......\_ R~J\~~OR.~\~~..... ~-CS:-~JL ~~AS. \~-;;.?r~xe..b A~ D ( ) ~~~b '\r) ~E_ 'PLAC~C>PE,R ~E~-".~f\j ~ e~ ~;~\.&F:\ ~-5 0\= \~$=. b~\..\.."\~C::>~_ "'So A~s~\\) E - "'1 -- ~ L~J(11l~ - L\-- ~.. - ~ To the best of my knowledge. the ave WAS / AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Tec~~ . ~ IS.-A.~' 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~~Krazar1 & Associates, Inc. FIELD REPORT NO: 5602 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~ ... 4 - o:t. PROJECT#: \ ('-)(0 - 0\0'5\ PROJECT: \..~ A~'~,\f<A...."S.FFj~ CLIENT: E.:'\ F ~\H ~o . KRAZAN PROJECT MANAGER: ~~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: c:-c E~<J \ Rc. ~ / ~.s:.F l.!'.RA- F\ )~ \.''tSA~ C_f":)uruT't 0.. R\.C#ARD.~ C L~4 R.... TEMP: ~t..t .. o~ ~''"'\;E~ A. ~ R~~,-'l\E,~""'\.~~ "'\ cJ ~~i=c~~ '~~E-C'-::t' \.0......\ r*' ~~U~ ?":T~ PLAe s:. ~ FBK ~\...A"B fu~~E,E,~ r~R'\o L\1\,)ES B-LJ'3 --5 " \<E\t....\ FO~~ll\.:'!('..., ~\;.~;::.-'L- U"jA..~ PL.A('~D ,~~ ~ .s.~>~~\o\..)<{ A" O~ s..~~ ~J; cF~ '\:::>"R:Au.,:)\......'6~. ~L\J~~ \~:~\: R~~c~P/ ~~ A ~ l..\ tl_L\V~L. LAS\ t...\) Y.l.1~ ~ll ~ 'iLl "..H::~s:>R~ Fe>R.. C t;:1N".-P~S:_'S."\.\J€, ~""\~~A.~G\'\,\ e\JA:LL.\A.~ \01...:)_ ~, ~ To the best of my knowledge, the ab~ WA~AS NOT performed in accordance with t~ed plans, specifica,tions. and regulatory requirements. Superintendent/Representative: Tec~~~~ ~ 215 West Dakota Avenue Clovis, CA 93612 (559) 348-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 4231 Foster Ave. Bakersfield, CA 93308 (661) 633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo. WA 98370 1025 Lone Palm Ave.#8G Modesto, CA 95351 (209) 572-2200 19501 144th Ave. NE #F-300 Woodinville, WA 98072 545 Parrott SI. San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave. Vancouver, WA 98662 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 c." ':." '"'. _' '.,,_,.~' ~ -~,.~.',L~. ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 5422 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~e\o "r ~O?- PROJECT#: IO~ (!/ r OS-J PROJECT: WO.;-t-e. -, v-cL-\A o:.,.t e \; €i:::i'EMT: ~'(f'\f'{\~... ~V" KRAZAN PROJECT MANAGER: ..3'6'::> CONTRACTOR: t::= T Ctl V li-d}1 1M P\..v~ J JURISDICTION: \Z\\<C, f"rp LA l)~'Y PERMIT #: ~ I .... ~ a::r f? INSPECTOR: ~PV\VIIC, ~ t-J\-e\"'v}'tV WEATHER: ~~l f... ) TEMP: '!o'e. - OV\ ~l+f' Q'7 R,o{'t\'f'C;'-\--e~ ~y 1i<~7+e-e\ \\<\<;; f~C-~"'V1 0+ \)'rO~"'\\VI1 t=;\ P \1 0\ +f' cl 5 \ c/o cA- l )\JJ 6 v '^ 1"'"\~ n+- €n....O ~ . R E"-7, b F: L- ('..0 JI. J RJ~\M ~ t "'~q ~ ~_t~~~Fo~~~~~S ";~F-?~'~~~ l!:' of~~S~<?~~ J: ~~~:~ "~rn;c:: ~ f~:\~='l~ \~~~;::;'!,;; ~ f R~,~:;:~'~~;r"'( o.{- ~\r, 4\rPl1 ~ ~e c\,,'^~ rY'lny +J GeV1rv'p,~ f\r1r~,.\..p~ @ Cl-~/'rf4i.O BY ~ ~ ~ R["P6~ i 5>~3 I II P/i.(5. ()~ :LN:>P. To the ~f my ',owled,e, the 'b~W S WAS NOT Superi t ndent/Repres11e: 1 ~~\'\ 1~ 'V 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 erformed in accordance with the approved plans, s eCifications, and r~9.u~tory requirements. Te nician: ()/tmO ) (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinvi/le, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 GlKrazan & Associates, Inc. FI ELD REPORT NO: 559 3 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: II f7~8 ~;)..... PROJECT #: It!) t4 - ~ I ~ .s-/ PROJECT: tUI}-S7X f/ZAH$kR CLIENT: lE'"r,f;", t/f/V;/'I ~Tf)-L KRAZAN PROJECT MANAGER: :;r IJ1 f3 CONTRACTOR: Lr ~)lf)/f<.t)N;I1If)/r~L JURISDICTION: 1<.1 r.>/9-p C6 PERMIT#: ~1-C) 3'77' INSPECTOR: .P-EAI;V SEELY WEATHER: C l..,IC A-R TEMP: <./d -S?J ()N slr~ ~I< SI'Lvrlk-- Z)./$P-€CriON ~F Ct)#~r;C' 1'L.fi-v~n?rN/ A-rEf.,~I//lr$.t> .5LIf.8 AI( StJ//.,cS "J.(.TG,~A.j).. f(/E/I\I;e.,,~/J1SNr fHsjJ~(/r$.b f!R.$!//tJtAst..'r:, f~ ~~,e//5 Or /~r) I-!ru /4J ;jr~,el A-l.-S . 1111 X I'J? CltJ ~ 0 WlTi5 YlL.A-a.P Sf" 7A!.JleK . Clfur;€. AlA- ()()~~r~ w#s CfJNsat"Ir>ITT.Ej)#~ ~~A//~ 1/18~'T/4M St..UMP J'}J~//(TA-INtl:/) fl-T NP~ .s-/I/JUI!--/,l/6" I'tlruA1eNr; #~~ER1/1~ ~NC(C~;r~ k~I€T ;)..~~" ~,e 76:sr >>A--rA _ I . (:;...) exrM CY'z-INiJ.€RS c~.sr nN hetO Cult.-CS, f{ttPfJtLT ,~r~^ I 4r /2rE-tJ 1:{<.orll /}/"jll:;:E.jO 1-+ 81...12:. b F~B. t')""" 1 j) I2tJjO TI'I~tA c~~"'R.~.Af~/LS VI5C,yZtLPAA.ICt.tI (/)N cLMMAtC/C ~A l'/-pA€ / ~ N o-l.AJ e:::&/i:#I-~IC~, ~RSE~dlC-,b _ . 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 9837 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 ~ To the best of my knowledge, the above@ WAS NOT performed in accordance with t~d plans, spec. Ications, and regulatory requirements. Superintendent/Representative: TeChniCian; ~ 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto. CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~~KrazaI1. & Associates, Inc. FI ELD REPORT NO: 57 5 8 ~ a. . . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~-15 -C:>~ PROJECT#: 10~-c::n05\ PROJECT: L~\A.::.q"",~ \:"~~~"S.FSQ CLIENT: ~ S~ \J \ \~O , KRAZAN PROJECT MANAGER: ~'\5 CONTRACTOR: E"\. E~\j t ,~o.1 ~"~E~RAFT JURISDICTION:\<.\.",,~? C--C>U1Ul""'-? PERMIT #: INSPECTOR: WEATHER: Do. KI.CHAR.DS c..,L~~~ R-- TEMP: ~,;;O aN ~~~ A.~ ~E~\.\b.S\:~D~ PE~Fo~1"Y1 '\ ~~Ps:.C'-'"t\C~ nF ec")~RE'r~ ~U4.c>:~ FoR ~l..-ABf3en..~FS;:-l\.\ ~R\.~ '-\ ~5:"). ~-c. b-\, , ~L~ ~ P ""JC'~~~ RA:~(:"'c;. ~A.:'S Y.. -.::;((. L..A-s-r L\ I1'1 1/ } -, )( -<;\ C. '..f L \ N ,:> E Q ~ Fo~ (',elm ~:S:'""'::ll \JF, S-CR.~~c~ \:\ Ell A LUA-'\ \C~ - R ~.\ ~\=O~_\ N C.... ~""'C~f-.L ~A_~ ll\..'~~~~-n:::t":) A~D Fc1u ~,D \'Q..\ ~e PLA e.~_D P~~R. "&~\... ~ r:.:: a \= ~t-\.~. t::>'R A.~ j, J\. 'C.,S "" A,-~--., \ ~sP~-C'''''(Et::> R~\."'-'~ClR.e\.1-:)('"") ~,E~L- PLAC~ FOR ~LAl~ iP>~TU,.)~rt:~ (;\R\l--:> Lu....~~ ,~-c,) C\ -\ '-" ALL.. "S\~~ UJ4., PLAQ.- ~\r) P ~ R. ~C:-\-\. 0;:;. ~ , ~ z:cnCN \?:) Q) F "\l:\:S;: J t?R~c;S. ~ - ~~ To the best of my knowledge, the aboV(~AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technicia~ t\ ~ "f~~~ 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939.2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~ ..'J!I* ..' ..,... ..... -'- ....-:;f;..fr~.. ..,. .... -- "" ~ ~ J a $raZ3I1 & ASSOClAT" INC. sHt Dt\ftlOPMtN1 tNGINttRS 20714 State r\wy 305 NE, suite 3C roulsbol WA. 93370 ~,~,~D BOO.570 n:'3 "65 3 s MAlU;OFRO\'Y\ ZIP coot; qB37U CITY OF BRBMERTO}l MRCLYDE STRICKLAND 239 4TH ST BRBMERTON W A 98337 \D\D... ~ \~ ~ ~~ ~ ~\. ~ H.~ 2 () 'L~n'L ~ BREW\t.\\1Q~ tJU\\.$\t-\.G ~t.?~\\-mt.~1 \1.1,,1 "1".\1,,.\1. 1".1".1 \I,,\' 11....\1,,1.1..1.1..\...11 .- ~.':"!.'3""t ~ '\. e.<:>l:> o'Z. .I' i ~ . 1_'7 FILE CITY OF BREMERTON BUILDING AND PLANNING DEPARTMENT DETERMINATION OF NONSIGNIFICANCE Environmental Application No. PLOO-0022 Date issued: January 10,2001 Parcel No's: 112301-2-001-1002 112301-2-002-1001 ACTION: DEVELOPMENT AND OPERATION OF A SOLID WASTE TRANSFER STATION FACILITY PROPOSAL: The proposal is for the development and operation of a solid waste transfer station and intermodal (truck to rail) facility. The transfer station and intermodal facility are intended to provide a replacement for the disposal functions currently provided by the Olympic View Sanitary Landfill. The transfer station will accept waste fropl commercial and self-haul vehicles, which will be unloaded onto a tipping floor within the transfer station building. From there, the waste will be compacted, placed in watertight containers suitable for transfer by truck or rail, closed and sealed, and exported to permitted off-site locations LOCATION: The 17 .2 acre project site is located approxiffiately 10 miles southwest of the City of Bremerton on the west side of State Highway 3, opposite the Bremerton National Airport, in the Port of Bremerton Industrial Park, adjacent to and north of the existing Brem-Air Disposal Collection operation, and east of the existing Olympic View Sanitary Landfill on Barney White Road. Situated in that portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter o( the Northwest quarter of Section 11, Township 23 North, Range 1 West of the Willamette Meridian in Kitsap County, Washington. PROPONENT: Waste Management of Washington 13225 N.E. 126th Place Kirkland, W A 98034 The Responsible Official of the City of Bremerton hereby makes the following Findings and Conclusions based upon a review of the environmental checklist and attachments, other information on file with the City of Bremerton, and the policies, plans, and regulations designated by the City of Bremerton as a basis for the exercise ofsllhstantive authority under the Washington State Environmental Policy Act (SEPA) pursuant to RCW 43.21C.060. FINDINGS OF FACT: 1. The proposal is for the development and operation of a solid waste transfer station and intermodal (truck to rail) facility. The transfer station and intermodal facility are intended to provide a minumum 30 year facility design life and is a replacement for the disposal functions currently provided by the Olympic View Sanitary Landfill. The transfer station will accept waste from commercial and self-haul vehicles, which will be unloaded onto the tipping floor within the transfer station building. From there, the waste will be compacted, placed in watertight containers suitable for transfer by truck or rail, closed and sealed, and exported to permitted off-site locations. The facility will be limited to processing operations, and will not be used as a compo sting facility. The current operations plan includes export by rail and/or truck to the Columbia Ridge Landfill in Gilliam County, Oregon. -1- ^. " '".1 to ~ 2. The 17.2 acre project site is located approximately 10 miles southwest. of the City. of Bremerton on the west side of State Highway 3, opposite the Bremerton National Airport, in the Port of Bremerton Industrial Park, adjacent to and north of the existing Brem-Air Disposal Collection operation, and east of the existing Olympic View Sanitary Landfill on Barney White Road. The project site is comprised of two adjacent parcels of land, each of which are separately under the jurisdictional control of both the City of Bremerton and Kitsap County. The southern parcel, located in the unincorporated area of Kitsap County is zoned Industrial (I) in the County Zoning classification system and the adjacent northern parcel located in the City of Bremerton is designated Industrial General (IG) in the City's zoning classification system. The majority of the northern portion of the site containing approximately 10.6 acres is currently undeveloped, forested land. The southern parcel containing approximately 5.9 acres is currently fully developed with the existing Brem-Air Disposal Collection Operation facilities. Access to the proposed transfer station will be provided via an access driveway developed on aO.7 acre parcel extending north from Barney White Road, east of and adjacent to the Brem Air facility. All situated in that portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter of the Northwest quarter of Section 11, Township 23 North, Range 1 West of the Willamette Meridian in Kitsap County, Washington. 3. The Kitsap County Comprehensive Solid Waste Management Plan, version November 6, 1998, reflects the eventuality that the existing Olympic View Sanitary Landfill will be closed. The Plan recommends locating a new solid waste transfer station for waste export in the vicinity of the Olympic View Sanitary Landfill and implementation of waste export to a regional disposal facility. The proposal is also consistent with the City of Bremerton's Comprehensive Plan. 4. The proposal will be compatible with existing and future nearby uses. It is located within the Port of Bremerton's Olympic View Industrial Park. The transfer station's use of the existing rail line would advance Kitsap County's policy to develop public facilities, in that it would take advantage of an existing transportation system. The location of the proposed transfer station would allow for the continued solid waste handling operations after the landfill is closed in the same immediate vicinity 5. No state or federal candidate, threatened or endangered plant or animal species or habitat have been identified within the proposed project site. 6. The proposal will have no significant adverse environmental impacts on fish and animals, water, nOise, transportation, environmental health, public services and utilities, and land and shoreline use. 7. No significant cultural/historical resources have been identified within the proposed project site. If, however, during construction, any artifacts are uncovered, the Bremerton Building and Planning Department at (360) 478-5275, the Suquamish Tribe at (360)394-524, and the State Historic Preservation Office in Olympia at (360) 753-4405, must be notified. Potential significant adverse environmental impacts to culturaIlhistorical resources will be adequately mitigated through compliance through compliance with these regulations measures. 8. No regulated wetlands, streams and/or drainage courses have been identified on, or adjacent to, the project site pursuant to BMC, Chapter 21.22.110-120 - CriticalLands Ordinance. Through the course of the work, if regulated wetlands, streams and/or drainage courses are identified, potential significant adverse environmental impacts to the wetlands, streams and/or drainage courses will be adequately mitigated through compliance with this. regulation. 9. The project site may fall within an Aquifer Recharge Area as defmed and regulated by BMC, Chapter 21.12.070; Aquifer Recharge Areas. Potential significant adverse environmental impacts to the aquifer are adequately mitigated through compliance with this regulation. 10. The project site may fall within landslide, erosion, and seismic hazard areas as defmed and regulated by BMC, Chapter 21.12.100, Geologically Hazardous Areas. Potential significant adverse environmental impacts associated with development in, and adjacent to, erosion, landslide, and seismic hazard areas are adequately mitigated through compliance with this regulation. 11. The grading and placement of fill material increase the likelihood of erosion and sedimentation. Pursuant to BMC, Chapter 21.12, a temporary erosion and sedimentation control plan utilizing Best Management Practices is required to be approved and implemented on the project site prior to and during site development. Proposed permanent erosion control measures, including vegetative controls for embankments, bioswales, and structural controls for surface runoff, based on the Stormwater Management Manual for the Puget Sound Basin will be utilized to control and limit erosion. Potential significant adverse environmental impacts associated with erosion and sedimentation are adequately mitigated through compliance with this regulation. -2- .' .. ! \.P 12. The landfill closure is scheduled to coincide with the opening of the transfer station, thereby shifting current landfilltFaffic "a little further up the road" to the transfer station. It is anticipated that in the unlikely event that rail service is disrupted for an extended period of time additional truck trips would be added to the normal traffic count. New rail traffic will occur as part of this project. It is anticipated that 12 double-stacked railwellcars will be rail-shipped from the site daily. Future expansion, including possible acceptance of solid waste from surrounding counties, could increase rail traffic and commercial truck traffic. Review of the proposal's potential traffic impact reveals that normal operation of the transfer station will generate traffic that is similar to the existing landfill operation and that the traffic volumes generated by the proposal will not result in significant adverse environmental impacts to the local road network. 13. The existing OlympicView Sanitary Landfill located in the near vicinity of the proposed transfer facility produces landfill gas emissions and active face odors. An active gas collection system controls these emissions. The emissions will not affect the transfer station, and once the landfill is closed, landfill gas emissions and odors will decrease significantly. The Puget Sound Clean Air Agency regulates particulate emissions in the form of fugitive dust during construction and operation activities. Potential significant adverse environmental impacts associated with fugitive dust emissions control are adequately mitigated through compliance with these regulatory controls. 14. Marketable coniferous forest covers approximately 40-45% of the project site, and a significant potion will be cleared to build and operate the project.. The applicant will be required to apply for and obtain a Class IV - General Forest Practice Application (FPA) for the harvest of timber associated with this project through the Washington State Department of Natural Resources (DNR). Potential significant adverse environmental impacts associated with the harvest of timber on the project site will be adequately mitigated through compliance with this regulation. 15. The proposed facilitywiIlnot accept hazardous or dangerous wastes. However, toxic chemicals or hazardous wastes may be illegally brought to the facility or small quantities may beihadvertently included in residential waste. A rigorous. unacceptable waste exclusion program currently exists at the existing landfill and will be implemented at the transfer station. This program includes public notification and education programs, waste screening, and extensive employee training. State and Federal regulations regarding safety and handling of hazardous and toxic materials will be enforced during construction and operation. Potential significant adverse envITonmentalimpacts associated with the safety, handling and disposal of . hazardous and toxic material will be adequately mitigated through compliance with these regulations. 16. The installation of an aboveground fuel storage tank is proposed to be located on a portion of the project located near the truck parking area. The City of Bremerton and Kitsap County have both adopted the Uniform Fire Code. which contains regulatory measures that address the safety and operation of aboveground fuel storage tanks. Potential significant adverse environmental impacts resulting from the installation and use of the aboveground storage tank will be addressed through compliance with the Uniform Fire Code regulations. -3- .....l' 1 " CONCLUSIONS OF RESPONSIBLE OFFICIAL: The Responsible Official concludes, based on a review of application materials and a review of City regulations governing the project, that there will be no probable significant adverse environmental impacts as a result of this project. This Determination of Nonsignificance (DNS) is issued under 197-11-340(2). The lead agency will not act on this proposal for 15 days from the date of issue. Comments must be submitted byc10sing of the comment deadline. The Responsible Official will reconsider the DNS based on timely comments and may retain, modify, or, if significant adverse impacts are likely, withdraw the DNS. If the DNS is retained, it will be [mal after the expiration of the comment deadline. No permits may be issued, and the applicant shall not begin work, until the comment deadline has expired and any other necessary permits are issued. Responsible Official: Lead Agency: Christopher R. Hugo, Director City of Bremerton Building and Planning Department City of Bremerton, Permit Center 286 4th Street Bremerton, Washington 98337 (360) 478-5275 Date of Issue: Date of Publication: Comment Deadline: January 8, 2001 January 10,2001 January 25, 2000 NOTE: Pursuant to RCW 43.21C.075 and City of Bremerton Environmental Regulations, Bremerton Municipal Code (BMC) Chapter 21.12. Decisions of the Responsible Officia1 may be appealed. Appeals are filed with appropriate fees at the Buildillg and Planning Department, located at the Bremerton Permit Center. Appeals must be filed within 14 days of the expiration of the comment deadline. NOTE: The issuance of this Determination of Non significance does not constitute project approval. The applicant must comply with all other applicable requirements of City of Bremerton Departments prior to receiving construction permits. WMDNSWCP.DOC -4~ I l.,....:. E~'VIRONMENTAL CHECKLIST (WAC 197-11-960) , Action: Receipt: Received By: Date: A. BACKGROUND 1. Name of proposed project (if applicable): Waste Management of Washington, Olympic View Transfer Station This proposal is for a solid waste transfer station and intermodal (truck to rail) facility located in the Port of Bremerton Industrial Park, north of Waste Management's existing Brem-Air Disposal Collection operation. The transfer station and intermodal facility is intended to provide a replacement for the disposal functions currently performed by the Olympic View Sanitary Landfill. The transfer station will accept waste from commercial and self-haul vehicles, which will be unloaded on the transfer station floor. From there, the waste will be compacted and transferred into rail containers, and then the containers will be transferred to rail and exported to the Columbia Ridge Landfill in Gilliam County, Oregon. 2. Name of Applicant: Waste Management of Washington 3. Address and phone number of applicant and contactperson: Waste Management of Washington c/o 13225 N.E. 126th Place Kirkland, W A 98034 Contact: Tamara Gordy, Environmental Manager, 425/814-7834 4. Date checklist prepared: December 21, 2000 5. Agency requesting checklist: City of Bremerton Department of Community Development 6. Proposed timing or schedule <including phasing, if applicable): Construction is anticipated to begin during the spring of2001, and would be completed by summer 0f2002. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain: There are no immediate plans for future additions or expansions to the proposed transfer station. However, the design of the facility is compatible with future expansion' to handle increased volumes of waste or the addition of additional processes, should those become necessary. The transfer station building is designed with adequate capacity to handle the projected waste volume generated within Kitsap County and out-of- county sources for many years. In addition to the material processed on the transfer station floor, many large projects will containerize waste into rail-compatible containers at the point of generation, resulting in City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station -..y t less vehicle traffic and less volume being dumped on the transfer station floor. A grinding facility for pre- processing wood, yard debris, or other materials will likely be added in the near future. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: The following reports relate to this project: · Draft Kitsap County Comprehensive Solid Waste Management Plan, November 6, 1998; · Transfer Station Development & Waste Disposal Project, A Proposal to Kitsap County, Waste Management of Washington, Inc., July 14, 2000; . Environmental Impact Statement, Olympic View Sanitary Landfill, 1986. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. The City of Bremerton published a notice of intent to issue a Determination of Non-Significance and site development approval for a very similar transfer station on this property in July 2000. 10. List any government approvals or permits that will be needed for your proposal, if known. The following permits and approvals may be required: . Forest Practices Approval (Kitsap County & Washington Department of Natural Resources); .. Solid 'Waste Handling Permit (Bremerton-Kitsap County Health District and Washington Department of Ecology); . Storm water Management Plan Approval (Bremerton & Kitsap County); . National Pollutant Discharge Elimillation System Permit - construction & general industry (Washington Department of Ecology); . Clearing and Grading Permit (Bremerton & Kitsap County); and . Building Permit (Bremerton & Kitsap County). 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) This project involves the development of a solid waste transfer station operation on a parcel approximately 10.6 acres in size adjacent to theBrem-Air Collection office and maintenance facilities, providing an access driveway from Barney White Road to the project site on an approximately 0.7 acre parcel, paving a parking area for approximately 80 cormnercial vehicles at the existing Brem-Air Collection site, and installing an aboveground fuel storage tame The total area for both the new. and existing operation is approximately 17.2 acres. The majority of the proposed project site is currently undeveloped and is zoned IG for General Industrial Development. Figure 1 shows the facility layout. The following are the main features of the project, including approximate square footage: . . Solid Waste Transfer Station, 47,000 square feet with an additional 2,000 square feet of employee facilities . Yard/Wood Debris Area, 30,000 square feet 2 . 'c~ City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station · Scale House, approximately 400 square feet · Public Recycle Drop-Off Area, 600 square feet (structure), 22,000 square feet (traffic area) · Rail Siding and Intermodal Container Storage and Handling Area, 80,000 square feet · Access and Maneuvering Areas, including entrance and exit, 183,000 square feet · Paved commercial vehicle parking area, 96,000 . Stormwater DeteJ;ltion, 44,000 square feet This facility's primary function is to consolidate waste loads into containers for rail shipment to a permitted off-site landfill, and to provide recycling and disposal services for self-haul customers. In most cases, waste will be sent by rail to Waste Management's Columbia Ridge Landfill & Recycling Center, or to other landfills as necessary. Materials may also be shipped via transfer truck. During the weekdays, the proposed transfer station provides capacity to serve approxiinately 240 commercial and 180 self-haul customers. On weekends, the facility can serve approximately 340 self-haul customers per weekend day. The average daily design through put tonnage at the facility is 1,000 tons per day. Most commercial and publicly hauled wastes will be unloaded onto the tipping floor within the transfer station building and moved by rubber-tired loaders to a compactor. The wastes will be pushed into the compactor through an opening in the north side of the transfer station. The wastes will be loaded into watertight intermodal containers. Scales mounted on the compactor unit will indicate to the loader operator when the intermodal container has reached its optimum weight. Once the containers are loaded and the containers have been closed and sealed, they will be moved to a rail siding to the west of the transfer station, and placed on railcars. Certain wastes, such as nonhazardous contaminated soils or asbestos will be loaded into intermodal containers at a covered area dedicated to loading these wastes just outside the north side of the transfer station. These waste containers will be moved directly .to the rail siding for loading onto rail cars. For bulky waste that cannot be processed through the compactor, or in the event that the compactor is not operable, waste could be loaded directly into open-top containers through a floor slot without compaction. Once full, these containers would then be moved to a nearby rail siding and placed on rail cars. Some waste may be delivered to the transfer station already loaded in shipping containers. Generally, these materials will bypass the tipping floor and will be placed directly on the rail cars. All waste will be containerized daily, except in the event of unusual circumstances. The tipping floor will be swept and cleaned daily. The use of water for cleaning will be minimized. When water is used, the wash down water will be collected in a holding tank or directed to a sanitary sewer. The tipping floor area available for storage during an emergency is approximately 28,600 square feet, with an average storage capacity of 1,850 tons. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or details plans submitted with any permit applications related to this checklist. The project site is located approximately 10 miles southwest of the City of Bremerton in the Port of Bremerton Industrial Park. The proposed site is situated adjacent to and north of the existing Brem-Air 3 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station JI Collection Company office and maintenance facility, and east of the existing Olympic View Sanitary Landfill on Barney White Road. Property to the immediate south and west of the project s.ite is undeveloped and consists of similar disturbed conifer forest and disturbed scrub-shrub vegetation as found on the currently undeveloped portions of the project proposal. The facility will be located on land presently owned by the Port of Bremerton and leased to Waste Management of Washington, within the City of Bremerton. The paving of a truck parking area, the access driveway, and installation of an aboveground fuel storage tank will be on a portion of the project located within Kitsap County. The legal description for parcel on which the transfer station itself will be located is as follows: That portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter of the Northwest quarter of Section 11, Township 23 North, Range 1 West of the Willamette Meridian in Kitsap County, Washington The fmal legal descriptions for the portion of the project that. will becorne the access driveway and the existing Brem-Air Collection Company are being fmalized and will be forwarded when they become available. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (underline one): flat, rollin~, hilly, steep slopes, mountainous, other: The topography of the site is rolling in character. The majority of the site drains to the north and west. b. What is the steepest slope on the site (approximate percent slope)? The steepest natural slope on the property is 26%. Existing cut slopes are 76%; the proposed maximum cut slope is 50%. c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, and muck)? If you know the classification of the agricultural soils, specify them and note any prime farmland. According to the U.S. Soil Conservation Service, Kitsap County Soil Survey, the most common surficial soil types in the project vicinity include glacially derived soils of the Ragnar series and the Kitsap series. The Ragnar series consists of deep, well-drained soils formed in sandy glacial outwash. These soils occur on terraces and rolling uplands with slopes of zero to 30 percent. The Kitsap series consists of deep, moderately well drained soils formed in glacial lake sediment. These soils typically occur on remnant terraces with slopes of zero to 15 percent. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are presently no indications of unstable soils on or adjacent to the site. 4 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be graded to allow trucks and transfer equipment to operate safely and efficiently. In addition, areas will be leveled for building pad~. The area on the Hefth-west side of the transfer station building will be depressed to permit installation of a compactor and to allow top loading of shipping containers. For the current design, there will be approximately 130,000 cubic yards of excavation and 23,700 of fill. Where soils are suitable, excavated material would be used for fill. Excess fill from grading the site will be used at the nearby Olympic View Sanitary Landfill for cover material or to improve a low area between the landfill and the railroad tracks. As the design process progresses, Waste Management of Washington will attempt to develop a grading plan that balances cuts and fills to the greatest extent possible. f. Could. erosion occur as a result of clearing, construction, or use? If so, generally describe. There is some erosion potential during the. construction activities associated with this project.' Storm water may cause some erosion during excavation and backfilling. Waste Management of Washington will implement the Best Management Practices (BMPs) prescribed for construction activities during construction of the facility to minimize erosion from the site, as described in B.h, below. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Impervious surfaces ,created by this project encompass approximately 9.5 acres (414,000 square feet). These surfaces include the paved driveway and operations areas of the facility, and all roofs. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Earthwork will be performed during dry periods between May and early October followed by immediate restoration of affected ground contours, features, and substrates. An erosion/runoff control plan will be prepared and approved by Bremerton and Kitsap County before commencing construction activities. Elements of this plan will include. vegetative controls, structural controls such as fabric filter fences, and gravel berms, and other BMPs. Monitoring and maintenance of such control measures would be conducted throughout the project to ensure proper performance. The project will incorporate permanent erosion- control measures, including vegetative controls for embankments, bioswales, and structural controls for surface runoff. Retaining walls and rock walls may be constructed in some locations to limit erosion and control fill. Based on the Stormwater Management Manual for the Puget Sound Basin, the design incorporates three (3) stormwater detention ponds in series. These ponds will be approximately 4 feet deep and have a minimum length to width ratio of 3: 1. The total square footage for the stormwater detention ponds is approximately one acre. It is assumed that the northerly,portion of the site will drain to these ponds (located in the northeast corner of the site). Final design analysis will investigate use of on-site infiltration as a means to limit on-site impounded water and further' limit discharge from the site. If successfully implemented, the use of infiltration measures could significantly reduce the need for on-site storage.o 5 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station 2. AIR: a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. Odor Good housekeeping practices at the transfer station will control most odors. Prompt removal of waste from the tipping floor and daily cleaning of the transfer station floors are mandatory housekeeping practices during normal operations. Once the transfer station begins operations, facility management will determine the need to install an odor control system. Odors are typically not a problem at similar transfer stations. However, options such as a ventilation system that uses a biofilter, or a perimeter odor control system will be considered if odor becomes an issue. If, and when, a grinding facility is added, processed green waste will be removed daily. The facility will be limited to processing operations, and will not be used as a composting facility. Emissions Air emissions data from the proposed transfer station operation have been calculated with respect to PM-10, CO, NOx, and SOx. Emissions calculations were prepared on a conservative basis, estimating that the transfer station would be receiving lOOO tpd during normal operations, versus the 800 to 900 that is expected. Table 1 lists the estimated maximum equipment use during construction. Table 2 lists the equipment that will be in use during the operation of the transfer station. Exhaust emissions (short- term) will be generated from construction equipment typically associated with the construction process. Some dust emissions during site work may also occur. Table 3, Summary of Net Emissions, provides a summary of net emissions from the current landfill operation less than a quarter mile away, and future emissions during transfer operation after the landfill is closed. All emissions calculations from operation of the transfer station include truck travel over paved roads, material handling, and operation of train locomotives. The landfill provides a. point of reference for measuring transfer station emissions. Current emissions from the landfill for PM-lO are estimated to be 218 lb./day. PM-10 emissions for the transfer station are estimated to be 58 lb/day, resulting in a net reduction of 159 lb/perday. Current emissions from landfilling for CO are estimated to be 22.4 lb./day, and the transfer station will generate an estimated 53 lb./day. NOx emissions from the landfill operation are estimated at 15.6 lb./day; the transfer station's net emissions are estimated to be 31 lb./day. SOx emissions are approximately .30 lb./day from landfilling operations; the net emissions from operation ofthe transfer station are estimated at 5 lb./day. All emissions are well below established thresholds. Tables 4 through 7 provide additional back-up information used to calculate the net emissions from the transfer station operation. Back-up documentation used in the formulation of these calculations is provided in an attachment to this checklist. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. The existing Olympic View Sanitary Landfill located m the vicinity of the proposed transfer station 6 I '" City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station produces landfill gas emissions and active face odors. An active gas collection system controls these emissions. The emissions will not affect the transfer station, and once the landfill is closed, landfill gas emissions and odors will decreases significantly. c. Proposed measures to reduce or control emissions or other impacts to air, if any: The Puget Sound Clean Air Agency regulates particulate emissions in the form of fugitive dust during construction activities. Emissions of fugitive dust are controlled with best available control technology. Incorporating mitigation measures into construction specifications for the project would reduce construction impacts. Mitigation measures to control particulate matter and emissions of CO during construction would include the following: · Spraying exposed soil with water to reduce emissions and deposition of particulate matter. · Removing particulate matter deposited on paved, public roads to reduce mud on area roadways. · Requiring appropriate emission control devices on all construction equipment powered by gasoline or diesel fuel to reduce CO emissions in vehicular exhaust. Most waste loads will generate little dust due to the moisture content of the waste. During facility operation, the dust from loads dumped on the tipping floor will be largely contained by the facility enclosure itself. Water will be available within the transfer station building for additional dust suppression and fire control if required. Hoses will be equipped with misting devices at locations likely to generate dust. 3. WATER a. Surface 1. Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, salt water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The nearest creek is an unnamed tributary of the Union River, nearly 1/4 mile south of the project site. The project site is on a highly permeable sandy substrate and it appears that the majority of water is absorbed into the soil without much run-off. Some drainage to the existing retention pond on-site is evident, but draws throughout the site are completely vegetated and have no obvious channels. Consequently, it is unlikely that storm water run-off from the project site currently drains into fish-bearing streams. 2. Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans for this work. No. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material andlor disposal site. Not applicable. 7 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station .. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No. 5. Does the proposal lie within a 100-year floodplain? If so, note floodplain location on the site plan. No. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Groundwater 1. Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities of withdrawals or discharges, if known. Groundwater will not be affected by this project. Water supplied to the site will be from the existing water system at the Port of Bremerton. Stormwater collected from the site will be directed to the infiltration ponds discussed below. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example, domestic sewage; industrial, containing the following chemicals ( ), agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) is/are expected to serve. Domestic wastewater from the proposed facility restrooms will utilize the Port of Bremerton sewer system. Excess leachate from waste and water collected from washing the floor of the transfer station will be collected in a separate system. This system will drain to an industrial pre-treatment tank where it will be tested and treated to discharge standards and then released to the Port of Bremerton's sanitary system. C. Water Runoff (including stormwater) 1. Describe the source of runoff (including stormwater) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff will consist exclusively of non-contact stormwater runoff. Runoff from paved areas and from the transfer station building roof will be captured in catch basins and directed by gravity to the stormwater pond(s). Water entering the pond will be detained to allow sediments to drop out. The water will be released from the pond(s) at a rate that does not exceed pre-project conditions in accordance with the Stormwater Management Manual for the Puget Sound Basin. 2. Will this project generate waste materials, which,' if not handled properly, could enter ground or surface waters? If so, generally describe. No waste materials will enter local ground or surface waters because of this project. Stormwater will not come into contact with solid waste dumped at the transfer station, and domestic wastewater will be 8 , . City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station discharged to Port of Bremerton sewer system. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: During construction, a program of BMPs, in compliance with Bremerton and Kitsap County grading code and permit conditions would be implemented to protect water quality. These BMPs include, but would not be limited to: 1. diverting surface water runoff from erodible slopes; 2. mulching, netting, and proper grading of exposed slopes; 3. using settlement ponds to remove suspended sediment or other deleterious materials from runoff; 4. properly storing and dispensing of materials to prevent accidental spills and discharge into surface water; and 5. monitoring to ensure contractor compliance withBMPs. Operational runoff will be collected and treated using the designed system described ill c.l., above. Leachate and wash water from cleaning will be managed as discussed in Section B.3.b.2. 4. PLANTS a. Check or circle types of vegetation found on the site and list specific species: X deciduous tree: alder, maple, aspen X evergreen tree: fir, cedar, pine, hemlock X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other X other type of vegetation: salal, scotch broom, Himalayan blackberry, b. What kind and amount of vegetation will be removed or altered? Approximately 30 - 35% of the site is disturbed and consists of the office and recycling facility buildings and associated access roads, parking area, and landscaping. Approximately 20% of the site consists of the scrub-shrub habitat type. This area is also highly disturbed, with past timber harvest and grading activities apparent. Scotch broom dominates this habitat type with few other species (e.g., grasses, Himalayan blackberry) interspersed. This area will be cleared to build the project. Conifer forest currently covers approximately 40 - 45% of the project site, and a significant portion will be cleared to build the project. This area is dominated by second-growth Douglas-fir with a dense ground 9 City of Bremerton SEPA Checklist " Waste Management of Washington Olympic View Transfer Station cover of sala!. Western hemlock, incense cedar, and Pacific white pine are also scattered throughout the area. Patches of bracken fern, evergreen huckleberry, Himalayan blackberry, and Scotch broom were also observed in the understory. The trees average 12-15 inches in diameter breast height (dbh) with widely scattered larger trees (20-25 inches dbh) present. The trees are generally even-aged with little canopy layering present. A man-made grassy swale is located along the western boundary of the eXlstmg Brem-Air Collection company site. The swale was constructed to carry runoff to a retention pond, approximately eight feet in diameter, located west of the northwest corner of the existing parking area. A small portion of the swale and of the retention pond (approximately 0.02 acres) is palustrine emergent wetland. It is dominated by Paa species in the swale and smartweed and barnyard grass near the pond. The pond contains no standing water, but algal mats are present. In general the value of palustrine emergent wetland to wildlife is moderate to high. However, the degraded condition of this wetland and the proximity to on-going human activity reduces suitability for most species, and the highly permeable soil prevents long-term ponding, which is important for amphibians and other water-dependent species. c. List threatened or endangered plant species known to be on or near the site. No threatened or endangered plant species have been observed on the project site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The loss of any mixed forest vegetation can be partially mitigated by replanting native vegetation in undeveloped areas of the project site. Native species will be used for ground cover to prevent erosion and within the settling and infiltration basins. 5. ANIMALS a. Underline any birds or animals that have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: gulls,~. lv!ammals: deer, bear, elk, beaver, other: rabbits, rodents. fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered animal species known to be on or near the site. None are known to be on or near the site. The degraded condition of the site and proximity to human presence and activities (i.e., recycling facility, active landfill, railroad, and airport) reduces the suitability for most species. It is likely that the only species currently using the site are non-native or native species that are closely associated with human presence. Consequently, it is unlikely that significant impacts to Washington Priority Species will occur from the proposed project. c. Is the site part of a migration route? If so, explain. The site does not appear to be a migration route. However, the existing, active landfill is an attractant for gulls. Once the transfer station is operational and the landfill is closed, the gull population in the immediate area will significantly decrease. 10 )" I . City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station d. Proposed measures to preserve or enhance wildlife, if any: Once operational, the project will limit direct use of the site by wildlife, however, wildlife will have improved access to habitat located at the closed landfill. During construction, erosion and sedimentation control BMPs and prudent construction practices will minimize the potential impacts of project implementation on local wildlife resources. Stockpiling excavated and imported materials in areas subject t(l surface water runoff will not be allowed. Construction, including earthwork, will occur during the relatively dry late spring, summer and early fall seasons. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Energy would be required for construction of the proposed improvements, and would include diesel and gasoline fuel used by construction vehicles arid equipment, and by workers accessing the site; Electrical energy would be consumed for lighting and operation of the transfer station facility. The heavy equipment used at the transfer station will utilize diesel fuel. However, the total consumption of diesel fuel at the transfer station will be lower than that of the heavy equipment currently operating at the active landfill. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. The completed project would not affect the potential use of solar energy by adjacent properties. C. What kinds of energy conservation features are included in the plans ,of this proposal? List other proposed measures to reduce or control energy impacts, if any: Proposed measures to control energy impacts during construction include limiting idling of construction and employee vehicles; encouraging car pooling or van pooling of construction workers to and from the work site; locating construction staging areas as close as possible to the site. Operational energy impacts are not anticipated to be significant. The transfer station building incorporates design features to take advantage of natural light to reduce the amount of overhead lighting required during daytime working hours. The use of alternative fuels to produce electricity, such as landfill gas, will also be evaluated during facility design. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. The project will result in a reduction in environmental health hazards through the provision of continued safe handling of community solid waste that meets the need for solid waste facility services required by the growth projected for the area. Some potential exists for small volumes of diesel, oil, antifreeze, hydraulic or gasoline to spill from equipment as a result of accident or malfunction. If a spill occurs, the spill would immediately be contained and cleaned-up. There also exists a potential for construction-related accidents and injuries to project II City of Bremer ton SEPA Checklist Waste Management of Washington Olympic View Transfer Station ,,. construction workers. The proposed facility will not accept hazardous or dangerous wastes. However, toxic chemicals or hazardous wastes may be illegally brought to the facility or small quantities may be included in residential waste. There is also the potential for burning waste to be brought to the site (hot loads). These conditions are the same as can occur at the landfill. Any hot or burning loads, as could occur due to a fire in a hauling vehicle, would be dumped in a clear area of the site and extinguished. In order to prevent unacceptable waste from entering the facility, a rigorous unacceptable waste exclusion program currently exists at the landfill and would be implemented at the transfer station. This program includes public notification programs, waste screening, and extensive employee training. 1. Describe specialeniergency services that might be required (for example, chemical spills, or explosions). While only small quantities would be involved in a potential spill, worker contact with hazardous or toxic substances may require emergency response by paramedics. A fire could require response by the fire department. Accidents or injuries may require response from local fire, police, or ambulances. Facility operators may need to contact a hazardous spill response team to manage cleanup of hazardous or toxic materials. Emergency services required by the transfer station are the same as those required by the current landfill operation. 2. Proposed measures to reduce or control environmental health hazards, if any: The proposed transfer station facility is designed to reduce environmental hazards. Waste tipping areas are paved and covered to prevent exposure to the elements. Wastes are removed daily to prevent odors or vector attraction. An area for members of the public to drop off recyclables is included to encourage waste recycling. A programis in place to prevent, detect, and appropriately manage unacceptable wastes that may enter the facility. State regulations regarding safety and handling of hazardous materials will be enforced during construction and operation. Equipment refueling areas would be located in areas where a spill could be quickly contained and where the risks of the hazardous material entering surface or ground water is minimized. In addition, fire prevention equipment and first aid materials will be kept and maintained at the transfer station. The facility will also be equipped with absorbent and other spill clean-up equipment and supplies. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, construction, or production equipment, other)? Noises that exist in the area will not affect this project. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long.term basis (for example: traffic, construction, or production equipment, other)? Indicate what hours noise would come from the site. Noise typically associated with construction activity will be expected on a short-term basis. Construction noise would occur during typical working hours, ranging from 6:00 a.ill. to 7:00 p.m. However, because the transfer station is near two salldand gravel operations that routinely use large machinery; and is located in a relatively remote industrial area, it is unlikely to have any noticeable effect on noise levels beyond the 12 , '- ,- City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station immediate area. Some noise may be associated with the operation of the transfer station, resulting from customer and transfer traffic and loading of the trucks. The transfer station as proposed is completely enclosed, and, since the operation of the transfer station will coincide with the closure of the Olympic View Sanitary Landfill, it is anticipated that facility operations will result in a decrease in noise in the area from current levels associated with heavy equipment and bird deterrent devices. 3. Proposed measures to reduce or control noise impacts, if any: Construction and operating equipment will be properly maintained and muffled. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The proposed transfer station site is undeveloped and zoned IG for General Industrial Development. The site is north of and adjacent to the Brem-Air Col1ection Company office and maintenance facility. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. There are currently no structures on the site. d. Will any structures be demolished? If so, what? No structures at the site of the proposed facility will be demolished as a result of this project e. What is the current zoning classification of the site? The zoning classification for the site is Industrial General. f.Wh(lt is the current comprehensive plan designation of the site? The transfer station portion of the site is within the Urban Growth Area for the City of Bremerton. g. If applicable, what is the current shoreline master program designation of the site? The site does not include any shoreline areas. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No part of the site is currently classifieda:s environmentally sensitive. i. Approximately how many people would reside orwork in the completed project? An operational staff of up to 15 people will work at the completed project. 13 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station , ' , j. Approximately how many people would the completed project displace? No people will be displaced by the completed project. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The Kitsap County Comprehensive Solid Waste Management Plan, version November 6, 1998, reflects the realization that the existing Olympic View Sanitary Landfill will be closed. The recommendation of the plan is the siting of a transfer station for waste export in the vicinity of Olympic View Sanitary Landfill and implementation of waste export to a regional disposal facility. The proposal is also. consistent with the City ofBremerton's Comprehensive Use Plan. The proposal will be compatible with existing and future nearby uses. It is located within the Port of Bremerton's Olympic View Industrial Park. The transfer station's use of the existing rail line would advance Kitsap County's policy to develop public facilities, in that it. would take advantage of an existing transportation system. The location of the proposed transfer station would allow the continued solid waste handling operations after the landfill is closed in the same immediate vicinity. This reflects sound environmental and land use planning. Consolidation of solid waste handling operations at one location is also beneficial. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. No housing would be created by this project. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Not applicable. 10. AESTHETICS a. What is the tallest height of any proposed structure(s}, not including antennas or chimneys; what is the principal exterior building material(s} proposed? The tallest height of the proposed transfer facility is the transfer station building itself at approximately 35 feet above grade. 14 r ._ City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station b. What views in the immediate vicinity would be altered or obstructed? This project will not impact the view shed of adjacent property owners. c. Proposed measures to reduce or control aesthetic impacts, if any: None are necessary. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The completed project will have facility lighting throughout the site. These lights would be visible at dusk and throughout the night, but will not produce glare or visual impacts to neighbors. b. Could light or glare from the finished project be a safety hazard, interfere with. views, or affect wildlife? Facility lighting will not be a safety hazard or interfere with views in the area. Some wildlife would be expeCted to avoid the facility area at night when the site is illuminated. However ,as the existing landfill closes, more than 30 acres of additional closed landfill will become available for wildlife movement. c. What existing off-site sources of light or glare may affect your proposal? There are no off-site sources of light or glare that would adversely affect this project. d. Proposed measures to reduce or control light and glare impacts, if any. None are.necessary. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? There are no designated or informal recreational opporrunities or activities in the immediate area of the project site. b. Would the proposed project displace any existing recreational uses? If so, describe. There will be no displacement of any recreational uses in the area. c. Proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or applicant, if any: Not applicable. 15 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station , . 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, proposed for, or eligible for listing in national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No historical or cultural resources are known to exist on or next to the site. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. There are none known to exist on or next to the site. c. Proposed measures to reduce or control impacts, if any: No significant cultural/historical resources have been identified on this site. If, however, during consnuction, any artifacts are tUlcovered, work will be halted, and the Bremerton Building and Planning Department at (360) 478-5275, the Suquamish Tribe at (360)394-524, and the State Historic Preservation Office in Olympia at (360) 753-4405, will be notified immediately. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on-site plans, if any. Access to the project site is via Barney White Road and a proposed access driveway east of the existing Brem-Air facilities. Barney White Road intersects Imperial Way, which is the frontage connector to State Highway 3. State Highway 3 connects the City of Bremerton and the Town of Belfair. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The site is not currently served by public transit. The nearest public transit stops are in Garst and the Town of Belfair. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed transfer station project will have parking spaces for approximately 12 vehicles. The completed commercial vehicle paving will include space for approximately 80 vehicles. No parking will be eliminated by the project. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The proposed project will include a new driveway, located oysr a portion east of the existing Brem-Air entrance parking area that services the Brem-Air collection and maintenance operation. Some improvements in the right-of-way associated with Barney White Road may be necessary, depending upon the final design. 16 , ..__0 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station e. Will the project use (or occur in the immediate vicinity of) water, or air transportation? If so, generally describe. No. f. How many vehicular trips per hour. would be generated by the completed project? If known, indicate when peak volume would occur. It is expected that normal operation of the transfer station will generate traffic that is similar to the existing landfill operation. Since landfill closure is scheduled to coincide with the opening of the transfer station, traffic impacts are expected to be negligible. The following vehicle traffic currently uses the landfill at peak . times: Commercial Weekdays: 46 vehicles per hour Public Weekdays: 15 vehicles per hour Public Weekends: 27 vehicles per hour Approximately 40 truck trips would be added to the traffic count in the unlikely event that rail service is disrupted for an extended period of time and emergency backup plans were implemented. New tail traffic will occur as part of the project. It is anticipated that approximately 12 double-stacked wellcars will be shipped from the site daily. The rail spur is designed so that rail traffic will not block vehicle traffic on the site or at off-site locations near the facility. Future expansion, including possible acceptance of wastes from surrounding counties, could increase rail traffic by approximately 4 wellcars per day and 10 commercial trucks per day g. Proposed measures to reduce or control transportation impacts, if any. Traffic associated with the operation of the facility is not anticipated to be significantly greater than that which currently exists with the operation of the landfill. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: No i.qcreased need for public services is anticipated to result from this project. b.Proposed measures to reduce or control direct impacts on public services, if any. Not applicable. 17 i i , '('! ,~1 ~j .~ & ASSOCIATES, INC. ~ .~Krazan GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 20, 2001 KA ProjectNo.: 106-01051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 10) J~ ;2" 2~2~ )\ ,~~1_1 RE: Waste Transfer StationlPt. Of Bremerton ~REfVlERTON t3111IDINGDEPARTMENT. Dear Mr. Frisby: .;- In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: November 7 November 13 November IS November 19 December 3 December 7 December 10 December II December 14 Concrete Report No. 3817 Concrete Report No. 3830 Concrete Report No. 3818 Concrete Report No. 3820 Field Report No. 5258 - Density Report No. 2956 Field Report No. 5260 . Field Report No. 5261 Field Report No. 4942 - Concrete Report No. 3-910 Field Report No. 5303 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~y,~~f Manager Peninsula DiVi~~~t4 ()l-D~si ~W flOD 13('--r G~<1l PS:dc Enclosures CC: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127 " ~''':~''':;.~~''''~;-..L , Krazan & Associates, Inc. , 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Weather CLEAR Cyl. Code P2671 Pour Date Jurisdiction KITSAP COUNTY 11-7-2001 Report No. 3817 Permit No. Project WASTE TRANSFER STATION Location BREMERTON, WA Engineer Architect Client Contractor ET ENVIRO.lSTEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type I & II Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. M4060 563 % Air Slump 2.0 Conc. Air Temp. Temp. Unit (F) (F) Wt. 58 50 Cern. Ibs. Time Truck # Ticket # 11 :45 78 48482 F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1884 Footings Slab/Deck Walls X Slab Columns Grade Beams Other A323 A340 A350 1350 19.0 GAL. 80. OZ. 44.0 OZ. 3.6 OZ. Water Placement Area Admixture Pilings Other Air Ent. (ozlcwt.) Grids C-D, 11.5-14.5 Water Added on Job (gals.) o Remarks PLACED BY PUMP, CONC. VIBRATED, SAMPLED 27 OF 54 YDS. RESTEEL PREVIOUSLY INSP. W/C=0.42 Items Inspected X Conforming Inspector D. RICHARDS Reviewed By ~ Non-Conforming Laboratory Data Cyl. Test Code Date P2671-1 11/14/2001 P2671-2 12/5/2001 P2671-3 12/5/2001 P2671-4 12/5/2001 P2671-5 P2671-6 P2671-7 P2671-8 Remarks FR #4910 Design Strength 4000 Date Specimens Rec'd. 11-8-01 Dia Length Max. Compo Tested Break Test Method Age Dim. Area Load Str. (psi) Set # By Type 7 4X8 12.46 56140 4,510 JLM 1 ASTM C39 X 28 4X8 12.52 69960 5,590 S.K. 1 C-1231 X 28 4X8 12.52 67720 5,410 S.K. 1 Other 28 4X8 12.52 68230 5,450 S.K. 1 Compressive X Flexural Test Results )<: Conforming Non-Conforming Results Reviewed By '~1 Date Reviewed Codes for Break Types: 1. Cone '6, 2. Cone & Split I ---. 3. Cone & Shear 6. 4. Shear / 5. Columnar (Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 , Project No. 106-01051 Cyl. Code P2703 Pour Date 11/13/2001 Report No. 3830 Weather CLOUDY\RAIN Jurisdiction PORT OF BREMERTON Permit No. Project WASTE TRANSFER Engineer Location PORT OF BREMERTON Architect Client Contractor ET ENVI R. Field Data Supplier FRED HILL Concrete X Prisms Grouted Mortar Time Truck # Ticket # 9:00 381 48699 Site Mix Plant No. Grout Flex Beams Reported Batch Data Cement Type TILBURY 1 Design Actual X Ungrouted Other Mix No. M4060.1 566 % Air Slump N\A 6" Cone. Air Temp. Temp. Unit (F) (F) Wt. 62 54 N\A Cern. Ibs. F.Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 7/8 1976 1378 17.4 44.1 60.1 Sand Ibs. Placement Area Water Footings Slab/Deck Walls Slab X Columns Grade Beams Pilings Other Grids EMPLOYEE BLDG. SLAB & WALL AT E, 1-4. Remarks SAMPLED AT SW CORNER OF SLAB. PLACED VIA PUMP\BOOM. VIBRATED. W\C=0.41 Admixture POL Y-H Other POZZUTEC Air Ent. (ozlcwt.) Water Added on Job (gals.) o Items Inspected X Conforming Inspector J. GORGON / D RICHMAN Reviewed By '~ Non-Conforming Laboratory Data Cyl. Test Dia Code Date P2703-1 11/20/2001 P2703-2 12/11/2001 P2703-3 12/11/2001 P2703-4 12/11/2001 P2703-5 P2703-6 P2703-7 P2703-8 Remarks REFERNCED FIELD REPORT#: 5122 Results Reviewed By ~6 Codes for Break Types: Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 Area Design Strength 4000 Length Max. Compo Load Str. (psi) 64460 5,130 74150 5,920 75820 6,060 72850 5,820 Date Specimens Rec'd. 11/14101 Tested Break Test Method Set # By Type JLM 1 ASTM C39 X SK 1 C-1231 X SK 1 Other SK 1 Compressive X Flexural Test Results X Conforming Non-Conforming ,. Cone Z 2. Cone & Spli' X 3. Cone & She., ;\ 4. Shear / 5. Columnar (Spill) 12.57 12.52 12.52 12.52 Date Reviewed Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01051 Weather RAI N Cyl. Code 11-15-2001 Report No. 3818 Project WASTE TRANSFER Location BREMERTON, WA Client P2709 Pour Date Permit No. Engineer Architect Contractor ET ENVIRO. Site Mix Plant No. 4 Grout Flex Beams Jurisdiction KITSAP COUNTY Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 11 :45 383 48754 Ungrouted Other Reported Batch Data Cement Type I & II Design Actual X % Air Slump 4.0 Conc. Air Temp. Temp. Unit (F) (F) Wt. 59 55 Mix No. M4060.1 567 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1972 1378 16.0 GAL. 60. OZ. 60. OZ. Water Placement Area Footings X Slab/Deck Walls X Slab Columns Grade Beams Admixture A323 A340 Other Air Ent. (ozlcwt.) Grids FTGS. B-C, 9-11. WALL@ C.5-D,16-17. SAMPLED @ C.5,16.5 Pilings Other Remarks PLACED BY BUCKETS, CONC. VIBRATED, SAMPLED 9 OF 27CY, RESTEEL PREVIOUSLY INSP. W/C=0.41 Water Added on Job (gals.) o Items Inspected X Conforming Inspector D. RICHARDS Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shear :1 4. Shear / 5. Columnar (Split) Laboratory Data Cyl. Test Dia Code Date P2709-1 11/22/2001 P2709-2 12/13/2001 P2709-3 12/13/2001 P2709-4 P2709-5 P2709-6 P2709-7 P2709-8 Remarks FR #5207 Results Reviewed By ~ Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Codes for Break Types: Reviewed By <<n Design Strength 4000 Length Max. Compo Load Str. (psi) 73600 5,860 78400 6,290 78090 6,270 79310 6,370 Area 12.56 12.46 12.46 12.46 Non-Conforming Date Specimens Rec'd. 11-16-01 Tested Break Test Method Set # By Type SK 1 ASTM C39 X SK 1 C-1231 X SK 1 Other SK 1 Compressive X Flexural Test Results X Conforming Non-Conforming Krazan & Associates, Inc. _.: ,.:-<,i:~.iL~;;;Y":;< 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Proj~ct No. 1 06-01 051 Cyl. Code Report No. 3820 Weather RAI N P2718 11-19-2001 Pour Date Jurisdiction CITY OF BREMERTON Permit No. Project WASTE TRANSFER STATION Location PORT OF BREMERTON Client Engineer Architect Contractor ET ENVIRONMENTAL Site Mix Reported Batch Data Cement Type I & II Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 11 :45 383 48820 Plant No. 4 Grout Design Actual X Flex Beams Ungrouted Mix No. M4060 .1 566 Other % Air Slump 3.5" Conc. Air Temp. Temp. Unit (F) (F) Wt. 57 52 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1989 Sand Ibs. 1376 14.7 gal. 40 oz. 43 oz. Placement Area Admixture A323 A340 Footings Slab/Deck Walls X Slab Grids GRID 0, 9 - 11. Water Columns Grade Beams Other Pilings Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 8 Remarks PLACED BY BUCKET, VIBRATED. SAMPLED 9 OF 18 YDS. W/C=0.41 Items Inspected X Conforming Inspector D. RICHARDS Laboratory Data Cyl. Test Dia Code Date P2718-1 11/26/2001 P2718-2 12/17/2001 P2718-3 12/17/2001 P2718-4 P2718-5 P2718-6 P2718-7 P2718-8 Remarks REFERENCE: FR# 5209 Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Results Reviewed BY"(} Codes for Break Types: Reviewed By rh Design Strength 4000 Length Max. Compo Load Str. (psi) 72950 5,790 81410 6,500 83830 6,690 79960 6,380 Non-Conforming Date Specimens Rec'd. 11-20-01 Tested Break Test Method Set # By Type JLM 1 ASTM C39 X SK 1 C-1231 X SK 1 Other SK 1 Compressive X Flexural Area 12.59 12.53 12.53 12.53 Test Results X Conforming Non-Conforming Date Reviewed ,. Cone X 2. Cone & Spill I 3. Cone & Shear ;\. 4. Shear / 5. Columnar (Spill) "~~KrazaI1. & Associates, Inc. FIELD REPORT NO: 5 2 5 8 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS DATE: \ ..:;{ - ~-c \ PROJECT #: \ (") In ~ c" \ (1 !~ \ PROJECT: '--'- \A5:::.\'~:\~A ~SFER. CLIENT: E.:T ~~'\\l ROI'Y'\.t:r-:.\~ L- KRAZAN PROJECT MANAGER: ~ R CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: E: \. E l\.) U t VtD ' K l\"'.A\'3 Cov.u,'f t"':)R \. CH-A ~r::>-s O.C. TEMP: 1.../50 a.~ ~"\'""'~ A-~ \< ~C\\ L\PS", -;: \") ,0 m0 \\.\ i~n~ \"'?,~\'-\">\~("-. A......"D \~AC'Rr\Ll......t",\r:. \~~t\\~C> \<.~.'i~\(i\'-it. \'-..'lA.L.L A\..G\\Jc-, "-'0~'R ~\"OF, c"'l~ \?'\::<.c",':'S.f"CX A.RF A. G.;.fC'\ -C->~\t:> ',-~A.;::'" ~LA{,~D \:::>'>:'f~ A\-'PRC'~)\jFDDQ~~.- \ N(:~" A \ I .~\ \"5\~ 0,\= \-=<.oc: \~ \..l.j ~~ P"LA.C' .S:D \::)l \~~ c--"\t::i R~~\~\;> \...~A..u-, t='R?? D'RA\~\\..\lO'S,.A~i'":> ~~A <::... '0LA~~D A~~ l.('>..\J"'("'\?A.C'.\FD \~ A..~'ii?Rl".:x.., \ILl.~\S_ ? F~Fo Rr'(,\ ~\'":) .~ \ ~.- ~ LA. C' .>. C:J E > ~~ \', '{ ~ 'E~ 'S.\~ "'Tn o ~A;-tS.'R1"\\ t ~ ~ (' l'>>rr,?A C-':\ tD~ "l \1\"= ~Al-"',\.<.F\ LL . 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(253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 project \,""\ _ '2. - c::L\-- Dat~ cription: o Pad(s) ~ GrOther '\ o TlJBE l>!ETllOD (AS1'1>I D2937) ~CLEAR TEST (ASTl>! D2922) ~ Tech~ o Trenches: Sewer I W.ter I SlOflU Drain / UtilitY /\rr. ~lZraZaO- ~~ ~ ~ k~ curve Test MethOd: ~ DailY p."vg Std ' Count Densi.ties ?:, , C DaM Avg Std .'-- Count Moisture \, ~ Gaul1e# '?-.I...\'-\ C Map Location: a Attached ap\ans, Sheet # plans Location', a plan Tab\e, Slot a 'truck a on Backside I C I ,.-- "') Gaul'.e# C Required: Moist 'Viet Dry Moist percent Required Mode &. Soil'Vit. Length Moist Density DensitY 0/0 compaction Location (COmmentS) (gram) (incheS) 'Viet Dr)' 'Elevation Depth \C5;:, ); lr1;l ers 5 9~ 'fest curve \\L\t{p _. J 19::'OJ l.A f'\ ~,",,)l'> "'''' y 51':;!!.:' A~ 5{ I( l \ } (.... . i \ot4 ,).. \1,'1 q (,.., i j It \ \'J ~. n>D or- i~"J fI! 'l. II '~ n t' 01 H. tI < ------- ~------- a on Backside "'~~KrazaIl & Associates, Inc. FIELD REPORT NO: 5260 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \d. - \. - c \ PROJECT#: \O(c,-("-}\OS\ PROJECT: ~ ~,~ _\Q\Q..~:s...~~'N_ CLIENT: .2"\ 2= ~I..I \ ~...P . KRAZAN PROJECT MANAGER: ~~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: E:\ ~~\J l ~O . K '\'"t':$ t\. -p C .A)U l\fT'i \':::> --\< 'L c... t-\ A ,~ D 5 C-LF At<. TEMP: 1.-{ s<=" C':J~ ~'\\'E _ .}'\ 'S. ~ ~_q'-~>:'>;.\~ ~ \0 ?C-=,RFc'>-\R h"\ \ ~ ~ y.. Ec':':', \ 0,....." c.....,r (', a ~c." R. F,:-( ~'. PLA C- ?= b Fa\< \\..yAcu..;s. ~e=:,~,~F.t,-'. h~\~ L\\\JF'" c.-\3.~~\\. ~u...y",,", p \' ~:.?;., RA~':".~/ '-~f~S ~t/2 ~ 5 ,< c.A-:s.:\ 4l \..tLl x.. ~ l c.''"'fL\~D-;;''R..<:;." ~~ (' .n'tY\P.RP::C::;~\.\./F4 'S\R?,,-'$:"'\~ F~\!~LU.A.,\..c~N., ~ R ~ h.:,POR~'~\(';'.. ~~<; L- Vo.)A~ P LAC ~ D f> f: ~\.:;) ?-:lA 'L ~ (\ ~ .:s \-\\' ~ '-\ 1"\... ~.H,,) ~~c;- ot= '"'T\.-\F. 'O\<-A-~\ ~C'='~.. S~E~ ("Gi$C'~CC-\~_ R~- Po~ .:.t=f:."3 <g ~ '?:> F0~ l=-0 R\t\$. C< ,~~ rnA\:\ (:} ~ " ~ AR.~\v~ --,;- '30 L-eAV~ 1-- f(~ To the best of my knowledge, the a~ W~AS NOT performed in accordance with the a proved plans, specifications, and regulatory requirements. Superintendent/Representative: TeC~ian: ~ .- , '-'-' t 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave, Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501144th Ave. NE #F-300 Woodinvil/e, WA 98072 11913 NE 103rd Ave, Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 '~~Krazarl & Associates, Inc. FIELD REPORT NO: 5261 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~~ E~\: (~c-., .' \<. \ "'\ ~ A po C(-)\.. ~ 1\.\"\ i' DATE: l ). - \C, -C-:J \ PROJECT #: to L:, - C..) \ C --5\ PROJECT: ~A.<S.\'i.\,RA\...\~~FR. CLIENT: eT ~_i\..Hr u~.n . KRAZAN PROJECT MANAGER: ~ R D c ~ tC"l44R.O~ R A\ "-l TEMP: Y <l0' o ~ ~ '-' s:. A <:..., Q~_~Ur~""'T'>: D "'"\~) P P R R"\~ VY1 \~~?~.(l-\\n~. (')~ (lI~r'\~{' RF\:'~.~LAcEi-::> F(.....;~ ~f\'Y\ ~AcLL ~Ln~G., c::.,Qtb L\.~F t) c:..-~ " ~l'CI'<'P ""'\f:~ R - - L\ \1 11 C l.\ (I j( .. .' .>S,'"\L \ \...\JA_, ~ ..A'S"\ I 4 x. ~ C YLt \\..'1~RS FDR r'C';\iy\~Q ?Ss..\lJ~_- :s.~~~r;\\+ ~J\JA,LU.~\\o~ eo R ~ \ ~ ~~ <.' \ t\. i(.:..., ~\ s:'.F L- ~-A ..",- '\ ~\ ~ 0 ~(--I.-r~. b ~ "'-\ "'" \='O~~D '0) \"3.~. ?[ AC'.f:"i::> P~t< D?'\'A\.I....S O~ '&.L~t. S~ A~t:::> 'S;.~ 0\== ~~. ~RAu..jtl\.if.:.,~,- . 00 ARR.u1P- l\.,;-- 0'" L. fA-v E '- ~- o To the best of my knowledge, the ab@VAii];WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Te~~."". ~ . .,~ .~:~ 1501-15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564.2200 (253) 939.2500 (360) 598.2126 (425) 485.5519 (360) 254-3200 Associates, Inc. C/2- 3C[1C) FIELD REPORT NO: 4942 '~Krazan & GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS // kO) PROJECT #: It) (.,.61 O~ ) PROJECT: AA.s(~/\)5FciVt- >f'[)ffleJ,J C~ (iii ,.tt ..-.J W />r- KRAZAN PROJECT MANAGER: ~.6 DATE: CONTRACTOR: 3/;.eL ~ JURISDICTION: .c3f<-r;M ~Ai PERMIT#: OIc3~-S: t:)f(yJ:sif 7l-VU5'J=t- INSPECTOR: WEATHER: TEMP: t5;'U SlT~ CbfI...e- >A-A-t/{..4!!j tJ'.?' P41-ce...D lie(flJ~ G^J~e~ fLAC~ , N HwtM>. . 06 ~eA..iJW 9..tt Ilf-Ac...e... c.-;> A AA\ ;:; /I.J ( ~ He{) . u 0 I tJ~ " Tl~.5~ ./-( V'Jc:>.A- 'f'L 77H- rnP t3 oP 7U< . Be {)-f CuYus ~e/LIL I;" II Lcl"16- X -2;'2- (( J{A~ .Ao rH {'0YU.5 (AI ;;)(Gfr4L .. A-1J/ &u. A-r- <'- ('ON ~o L L tC!1-'11o '" ~ L 1'# t3uT i...AA.~ Vcr! b.S" \ f1.I..e- ClrlU..- 7l4-K-W /'-1loM. nK 'T/lf..-u ~ i)Ml~ Atso CUt A P'A'o~ of ~ S'" ~ W ('TU CON~~ COAJSO,- JJ/f7~.e) ('0-. f)L~~1 ~ f!>on:+ ~A-fr(.~Lps ,0 5:'-rfl.R N c::rn+ r <'"ST. g~ 77I:t<.-r.r/ T'd ~ CIZ- 37f6 ~~~>r ~ AAiJ ~~ t:cn^- ,.J 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th . NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 . Project No. 1 06-01 051 Weather RAIN Cyl. Code P2771 Pour Date Jurisdiction BREMERTON 12/11/2001 Report No. 3910 Permit No. 010355, 010334337 Project WASTE TRANSFER STATION Location BREMERTON, WA. Engineer Architect Client Contractor STEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type CORE SAMPLES Plant No. Concrete X Mortar Grout Flex Beams Design Actual Prisms Grouted Ungrouted Other Mix No. Time Truck # Ticket # % Air Cone. Air Temp. Temp. Unit Slump (F) (F) Wt. Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Water Placement Area Admixture Footings Slab/Deck Walls Slab Columns Grade Beams Other Pilings Other Air Ent. (ozlcwt.) Grids Water Added on Job (gals.) Remarks Items Inspected Conforming Non-Conforming Inspector B. HUGHES/J.GORDON Reviewed By ~ Laboratory Data Cyl. Test Code Date P2771-1 12/1712001 P2771-2 12/17/2001 P2771-3 P2771-4 P2771-5 P2771-6 P2771-7 P2771-8 Design Strength 4000 Date Specimens Rec'd. Dia Length Max. Compo Tested Break Test Method Age Dim. Area Load Str. (psi) Set # By Type 6 2.5X5 5.97 34100 5,710 C5 SK 1 ASTM C39 X 6 2.5 5.97 29910 5,010 CURB SK 1 C-1231 X Other Compressive X Flexural Test Results Remarks Results Reviewed By fJ Codes for Break Types: Conforming Non-Conforming Date Reviewed 1. Cone Z 2. Cone & Spltt X 3. Cone & Shear ~ 4. Shear / 5. Columnar (SpHl) '~~Krazarl & Associates In c. FI ELD REPORT NO: 530 3 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ '~-\L\'-o \ PROJECT#: \(:)(0-- C)\OS-\ PROJECT: \..~ ~~-~/ \ ~~~:'S..F? R, CLIENT: ~,:\ $=:, ~~ I ~~: ' KRAZAN PROJECT MANAGER: '"::S es CONTRACTOR: ~'""'\ ~;.~VII~O. JURISDICTION: ,'< ,''T;S..~~ Cc"fV'-r'l' PERMIT #: INSPECTOR: D. Klc.iAARD5 WEATHER: c L~ iA R. TEMP: l..\c 0 C:::> ~ '"';!:~\\ i, A ~ 'Z<'>=.CY'--\ ~~~ c':~ --rC) -~-: R:.F.h """'" \1.\:J:S.0~C"-r i a i\. ", (''')~ C' C'l ~"_ R ~~ PU.4C"..$= D 'fC'1~ '-\..':':I ALL AI n ~(";."\ c:::.,R l,':> L\ ~_ A. g .- \, \ , 'SL~ Ii'" P "'\ :> S"" . <"'- ~ { . ,t I C L\' t.l {i . KA~GP_. ~~" ' -~.. t't~ )\..\?l..~ c:.1'L.:- \~C')s; R",> R"5\K Cc\t-r'"'lrR~:~~\.\lf, ~?-'I.\.\~~ F->uAL- u~"\.10t\.\~ ~$e. c'.C"',...~~,(<>.'-r~ RF?('j~ F\..,R\~~t\- ~ \ e.1 A,l.-... i ~ ~ U"'f\,cr-r \ c~ ~ ... ~oo A~:R\v.?- - -- .,~ <cO L'f~\t~ - ~-- \:{-t 9 To the best of my knowledge, the abo~~AS NOT performed in accordance with the a~ed Pia, ns, specifications, and regulatory requirements. Superintendent/Representative: Te~, ~~ ~ \. ~ ". K.....~\-..~ ,t)- 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinvil/e, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 --- -I<L ~-=-=. ..... ifii:=i! azan - - I!.. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENT AL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 21, 2002 KA Project No.: 106-01051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 .~ ~@~aw~..... .r: Jl) MAY 2 8 2002 '-' BREMERTON BU!LD!NG DEPARTMENT RE: Waste Transfer Station/Pt. Of Bremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: May 8 Field Report No. 6321 w/ copy of Letter from Joseph Lowe, P.E. Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~.f~ Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures CC: City of Bremerton - Mr. Clyde $trickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 ~~KrazaI1 & Associates, Inc. FIELD REPORT NO: 6:3 21 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: O~ ft11t-7 () J- -<)ROJECT#: /O,h- OICI S-( PROJECT: (AJt1-f/~ III /'1-I'It;',.:cr<, CLIENT: I='{ fflv( ~O, KRAZAN PROJECT MANAGER: J ~'\.A (1 CONTRACTOR: ::!('c'L {ji! 4-1-:r JURISDICTION: /?l!e0-{~tV, (.J/f- PERMIT#: tJlO $'$4 - 0357 INSPECTOR: J, C C~O,t'lV WEATHER: )(.,fN TEMP: sot' ;::o~ Ill' L TI/'.jl t/ [vtLOi/Vr: I/V>/"""7/1/1\/ JJ1ef/t L gLv1, (rJ ;:- /3 .. i 7 ,C. / '-]), ()110t!. (. t1-sr~ NCJPL,/ /J.--I?t;tc .' /o/Cf/Cn, tv! if, e ///~ u 17- l C '1 /,<j 5;1 r t'T,.?/ Fv I'Z ; '( f\J v 7'-'0/; J-f,F L:(7/'J Ol'-/-' ('IV, (1,ve /..-11: L+ IdlY! j::tv";o /..-{}{1f(!, C /4,-/ 0"<:-- S/~EL ("/24;CT i W1J-J1~d'1/l-4L" IS ',j,' ~ftv;.r rv' l' &./ 11, IV'! rJ J -I. /I I'V () /l {L If- H r ~ tJ{..v I IV U Iii F & ~ JAA /1--/ C t', P(~(L ...j Ltl L t' f/f'rt. I?' t't-V\ .J d .f,P k 4 f.-v~. ?iz JJ4-I.J',,:J ~ 0 I ;L~~'2- .11- (l1'/il,v'7+' Iv4--~ r4-L{(',,-,yO A-f 4~/r1 C./ i,Jt'<< ,~X.:2-xg/~ 11MI:' !j/1JHfnj h.ltN$ /,,}-I[Pl"t/;{);r ,f'/41'/1 /,?" '--/ l/[}r#C7N~ IUyL.-/){" 11//1<-/ IN If) N F tJ I"ZvU ,,,~ t"(' ';0 j) /. / '1/;-t/ -t ~ ' l, A rv t' I.J v' /2. /.7 i:/ L-~ l "N r ('O\.J~()/~v1-r/j -If) Jb /45-1> ~--? /4/JI) 1-)~fJ't1 )//?..-!v':7/~1.... ,6t-~'L If If.J IPNI\j~t7'rJA/5 tt/V:'fLy -PC,.JL /Pt/L .4fD ~?-(), I .. l ell t. D /t.-( /(/t 47 dl'l (p tl. 1J C r;:' t' t' ../' ) 1 J-(}r<...... , (f)-IN J.. 4-1.,- It.. ~ C t? t4-t; . fL/4fZ,k'1 S' /../1 L L /Pt F/J.xyJc~ 4 To the best of my knowledge, the above f!;i) WAS NOT performed in accordanc ~ with the approved plans, specifications, and regulatory requireme Superi1 dent/Repre e ~~t, ive: 11" Tec niC,ia, n: , Il~ A1. _, /_ i /1. ' ,i /i/0,1// (~---; {L~ (/: 6Lt~_ - \ ' 215 es. akota Avenue Clovis, CA 93612 (559) 348-2200 \__/ 1501-15th St, NW Suite 106 Auburn, WA 98002 (253) 939-2500 4231 Foster Ave, Bakersfield, CA 93308 (661) 633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 (360) 598-2126 1025 Lone Palm Ave,#8G Modesto, CA 95351 (209) 572-2200 19501 144th Ave. NE #F-300 Woodinville, WA 98072 (425) 485-5519 545 Parrott St. San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave. Vancouver, WA 98662 (360) 254-3200 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 PAGE en 05/06/2002 14:14 425-486-2344 .-, ~~u, ya;'Iam ~rom-SUTLER MANUFACTURING -r----- '-'" 5598515370 T-T~~~::.::I!:lT.l.t!1.~-Fc:DjS ---~.~- ............. "- ~e~) ......---__....~_..,_~._..l.,.,...-'" 8Ulu,r ManufaClU1'ing CQmpQlt,V 7440 Doe AVt:l1ue P.o. Box /590 Vl:affa, CA 93279-1590 (5'9)63J-5347 ( ?,) J r/c'..t/ . (t'?-r1tS/ o y Cv1,:l. "7 (-l. C BOTLEJC'> ~ May 6, 2002 Mr. JOhn Terrell Stee(creft Con!truction. lnc P.O. Box 751 WooclbwWo, Wa 98012 Re: Olympic View Port Orchard, Wa 80'x52'X45' lRST Q4..0725GQ.o1 To Whom !t May Coneern: I have re....iewed the situation where all cOlumn anchor bolts at grid C.1 are of!'set 4.(,.a towards Grid 1$. ThIs situation may be remedied by plaoing a 2" x 2" X 318H plate washer at each boll location. ThiS plate Should be welded to base plate using a minimum XW fillet weld around the entire perimeter of each plate. '!'his correction will assure that connection ftmcUOf1s as designed. 1f any questions remain on this Issue, please contact me at 559-851-5347. I E'XNAES 3I8f03 {O)le~uw~lruD' \n\ HAY 2 ( 82a02 \!:!J. 8BEMERTON ~OtpA~TMtNT c.. == -c=>" ~ "., ,... -~-~ <?-4>POS: '""_~'''-: '* fet:-;::. '~.H<Q 1 ~ ~ "n ;::;; 1 ~ ~ _ ~...$;" ~ ===-~ .. -"'" ;: -"..-:; it 7' ~ 556{P;~UU"J(.J~A,{ 23 \)2 7 :1 Z 9 MAILED FROM ZIP COOE 9 B 3 ., {} a \<r3Z'J11 8< ,..OC,.1tS. ,,<C. sHE OEVElOPMENI ENGINEERS 20714 State \-\W)' 305 NE, suite 3C pou\sbO, W/\ 98370 '1'0: clT"Y OF BREMER TON l\'lR CL y1)E S1'lUC}{LAND 2394'\\ STREET BREMER TON W A 98337 ,., ~~ - - -I~ ...~. ....... ~:!j azan ---.;;;;;;;;;. - & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 15,2002 KA Project No.: 106-02039 City of Bremerton Dept. of Public Works Mr. Ned Lever 3027 Olympus Dr. Bremerton, W A 983 [0 TO} r~ c fli Ir~f~ f~ n /lUG 1 \} 2M2 .~ BREMERTON aUiLOlNG DEPARTMENT RE: WB-6 Pumpstation/Bremerton, W A Dear Mr. Lever: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: June 27 July 9 July l4 July 30 August 1 August 16 Concrete Report No. 3115 Concrete Report No. 2974 Field Report No. 10857 - Density Report No. 3206 Field Report No. 10989 - Density Report No. 3331 Field Report No. 11050 - Density Report No. 3382 Field Report No. 10924 - Density Report No. 3387 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~5~ Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures Cc: City of Bremerton CDC - Mr. Chris Hugo Stan Palmer - Mr. Todd Haga With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 Krazan & Associates, Inc. ; 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-02039 Cyl. Code P3567 Pour Date 6-27 -2002 Report No. 3115 Weather O.C. Jurisdiction CITY OF BREMERTON Permit No. 02-0095 Project WB-6 PUMPSTATION Location BREMERTON, WA Engineer Architect Client Contractor PALMER CON ST. I Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type LEHIGH 1-" Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual Prisms Grouted Ungrouted Other Mix No. M4060CB 566 % Air Slump 4.6 4" Cone. Air Temp. Temp. Unit (F) (F) Wt. 73 70 Cem. Ibs. Time Truck # Ticket # 3:00 217 47094 F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1861 Water 1352 17.6 GAL 21.60Z Sand Ibs. Placement Area Admixture Footings SlablDeck Walls Columns Slab Pilings Grade Beams Other X Other Air Ent. (ozlcwt.) 1.4 OZ Grids PUMP STATION WET WELL WALLS Water Added on Job (gals.) o Remarks PLACED BY PUMP, CONC. VIBRATED, Items Inspected SAMPLED 39 OF 117 YDS, W/C=0.38 X Conforming ------~. Inspector D. RICHARDS Reviewed B~ Non-Conforming Laboratory Data Design Strength 4000 Date Specimens Rec'd. 28 JUN 02 Cyl. Test Dia Length Max. Compo Tested Break Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type P3567 -1 7/1/2002 4 4X8 12.56 44300 3,530 TR 1 ASTM C39 X P3567 -2 7/2/2002 5 4X8 12.55 46850 3,730 TR 1 C-1231 X P3567 -3 7/4/2002 7 4X8 12.54 52970 4,230 TR 1 Other P3567 -4 7/25/2002 28 4X8 12.53 63920 5,100 TR 1 P3567 -5 7/25/2002 28 4X8 12.53 63170 5,040 TR 1 Compressive X P3567 -6 """"\~~~~W~~ Flexural P3567-7 1 ." 9 2002 J Test Results P3567 -8 ,~ AUE 1 ..-1 X BREMERTON Conforming Remarks FR#10656 BUILIJlNG DEPARTMENT Non-Conforming Results Reviewed By ~ Date Reviewed Codes for Break Types: 1. Cone X 2. Cone & Split ^ 3. Cone & Shear ;\ 4. Shear / 5. Columnar (Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-02039 Weather CLEAR Cyl. Code Pour Date Report No. P3621 7-9-2002 2974 Jurisdiction CITY OF BREMERTON Permit No. 02-0095 Project WB-6 PUMPSTATION Location BREMERTON, WA Client Engineer Architect Contractor PALMER CONST. Site Mix Reported Batch Data CementType LEHIGH I - II Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Ungrouted Time Truck # Ticket # 2:00 383 29668 % Air Slump 6.1 4" Plant No. 2 Grout Design Actual Flex Beams Other Mix No. M4060 568 Cone. Air Temp. Temp. Unit (F) (F) Wt. 74 70 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1871 Sand Ibs. 1345 17.2 GAL 440Z ! Placement Area i I Footings i Slab/Deck X Columns Walls Slab Pilings Grids LID FOR WETWELL PUMPSTATION Water Added on Job (gals.) Water Admixture A340 Grade Beams Other Other Air Ent. (ozlcwt.) A350 40Z Remarks PLACWED BY CHUTE, CONC. VIBRATED, SAMPLED OF YDS, W/C=.35 RESTEEL PER SHT. S-2 Items Inspected X Conforming Inspector D. RICHARDS Reviewed BY'<<. Non-Conforming Date Reviewed 1. Cone X 2. Cone & Spill ^ 3. Cone & Shear A 4. Shear / 5. Columnar (Spill) Laboratory Data Test Dia Date Cyl. Code P3621-1 P3621-2 P3621-3 P3621-4 P3621-5 P3621-6 P3621-7 P3621-8 Remarks FR#10668 Results Reviewed By ~~ Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 Area 12.53 12.47 12.47 12.47 7/16/2002 8/6/2002 8/6/2002 8/6/2002 Codes for Break Types: Design Strength 4000 Length Max. Compo Load Str. (psi) Set # 47310 3,780 55560 4,460 57260 4,590 60050 4,820 D~~~aw~ trU AUG 1 9 2002 BREMERTON BUllOlNG DEPARTMENT Date Specimens Rec'd. 10 JUN 02 Tested Break Test Method By Type TR 1 ASTM C39 X TR 1 C-1231 X TR 1 Other TR 1 Compressive X Flexural Test Results X Conforming Non-Conforming . ~KrazaIl & Associates, Inc. FIELD REPORT NO: 10857 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETlANDS DATE: () Vl\~ (!\ i ~~dl PROJECT #: lOb - "aD39 PROJECT: W G - , \i uw\ ~-ri'<J.t.~.v'1 CLIENT: C-LfV 4- B fe-W1 ~fto'v''l KRAZAN PROJECT MANAGER: U l 6, CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: j.. ,') ; , , . <S v 4 V~ d ~ .!/i. I~ ; C; I t 'i dfv B f (~'^^ e..t t C' V\ 6,. W. a. {' :z. W'DJ .r- el" u..J~ TEMP: !;,~ _.,~' A't'ttvt.J tJ''^ ..;~tG ~,C; ten u,e.5t~d -tD l)~~'I;,\,V\I\ I t ~ Vt -~io.ce Jt,vt$ (ty of ~~t ~'''''9 ' U ~c\J\. ad' .1/"'1\9 O'v\. <;":1,"/ V'.\/':!.t w ~+i.t t'>h'V\t-fCl,c.t~"! \lJt'l" \v\FcJ(w.eJ IN\t t\\o.:t V-fl iV\cl:!thJ \\1\ -flg,6~ JWs,Tr Td-)t~L~' C4A. 3/11" t1'u.6~eJ f1'o\M. q().Q,{'-(~1 (O\i\!"'<t~tD-( loa.c,.\{.rdl,~qit~V\c.l.t Clpp~oXI<:tW\t!.:tl'IJ ,." ~ h l -S 6 -{ Ai C \;" '^ e I 1> t '- \6 1'0 lC i. ct \'VI.. t!:H he\O\1\I ~f<lJe-, C, i>"J\t~....ctc,+o>(' uh\ l'2.\'Vtj a. ::rc)~V\ Delit.... .}60 h.t::. 11" r\,c-K \\D e, W t fl\ \,,~ e -?rl \Z f=:($ t G.- ~ vv. ~GtC-'boV\ t 1 \1\ - ~ tete ~/ J Wc:)':\tl +e;l , w~tfi! ~€-"F'o(,\i\I\~J \v\ +-IlI.e, ~,fA, tJ./1Acl C\+~ tf B\~YV\~"-tOfj\ I'1Jl5pecfof (\< R t>,rl :yvW Tc) t <cl tu,'y"'~' /, i,.. t, \\e Q{t~f '^~ '{\ , tJ~t'^~~ ~~ 1''*"'',--, ~~te,("'(J4~ c:.&.S fet1UJ9'~'ted ..t ~:~a fl..It, ~~ri=d"w..l?}dJ "\'l\, ..;~"o,,~e. dtM.,\ty t~tl~ .-t\ 3JOjr. "t-\,..\,;(~a.J. ().M,d G~h\'t(.\Jc.-'\'<i~ W\!e<t,..~ w.~"',. f~Utvt'4J'M~VLt ~ "1S.0'&. t L..tJTI\t.f-aGlfor wl(}<YVY>.l=0fl$ed ~ teSl t~~"dt-61 ~~~~J~r~~ '.4 ~ 2 . i~ ! tiHEMERTON aUILDlrJC DEPARTivll:NI To the best of my knowledge. the above WAS j WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Su..nntendeo"R..,...n...;v"" '-' T'~__ Ndf ()", s"t~ . vt^---' 1501-15th Sf, NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo. WA 98370 19501 144th Ave, NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave, Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave,#8G Modesto, CA 95351 545 Parrott Sf, San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572.2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 t2. (360) 598.2126 r...... (425) 485-5519 (360) 254-3200 _.....~I<L zan - ~'#..;;; ~~ ~ ~ ~~ CI o TUBE METHOD (ASTM D2937) Ii1 NUCLEAR TEST (ASTM D2922) o Paved Areas: Sub/ Agg Description: Project \Ahi: t- D aWl ~ S+ut \0 \~, o Pad(s) o Other 3206 Tech=--b. \.to, ," ~W\ (lV' - Proj. No.1t>6~..p~o:1<] Datp \Jut V Il:{,. JOr;t,a- . ~ - 1i1 Trenches: Sewer I ~ter / S~m Drain / Utility / In. Map Location: o Attached o Plans, Sheet # Plans Location: o Plan Table, Slot o Truck - Curve Test Method: o on Backside 0C:ve , P3~~" I .J/p, f. - , Count D~';s-ities ill-tq (, 1 D,i!y A,S SId - + I COU", MOi'",re_ b ~t> _ -/ Gauge# -.a.p9..t<.l _ - Unified Soils Classification - - 01' ~',jl.\e,lt ACI>. <h.\.a't 4' Required: 1 -, +: . . Mode & Soil WI. T,,, . eo", I . E'"""ro, I ""'"'" (C',,:rn'j """'" ! (,rnm) I /p'Jillll. I l:l't.' t.k" 130' .s, -I- \Jet \J dl , ~ u I L1J c, \I _ I ~'te,t ,,!-. Tb t ", --1 'I I IS I" " I hte.;t tI. '(~st"IAr-:\ I 'f' I' I ' ,-- ~ 1 - I - I I I ! - f - - _I . I-! - r -- t I 1 1 1- - I r i I - 1- - r I ',f I - - I I I I - / - - _/ / I 1 - I / I I I I I I I i I - -/ I rMax Dry " Opt -t- De.nsity Moisture 1 · 31 .Ii , 6',~ - t t= . , I I Len; I M~jst " Moist (inches) Wet Dry I j " - I . I + 1- r I I ~ I I f I I f , I I I I I I 1 I I I I I I i i I ~I -L . r '", , Wet Dry Moist Percent R' ed I "''''',y """'" I . I C'_"oo I ".", ~t~q.,~ i 111,-3 1~1.1-i 6(f~I'. I q.S-,t) I~o,k Il~(J.'i l'ld ! et'll ! l) '''I l-l, I.} ~3i 0 It'(J,$ [ er.s. tf I l, ! I>\~, i) i L3" ,"i /7.6 I ~" 0 ./ ,; .' I I +- I I I / ' f I - I - ~ -, l"j I _! I J I I ! - /- (I I / - L J! ! / ! I --1 I I-! 1'01 & ~~ ~~ i J I Ll~ /- 1 I BREMfRTON I T I IEIVI I t -LL-+ '~~Krazan. & Associates, Inc. FI ELD REPORT NO: 1098 9 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETlANDS DATE: L - "?:>c- - 0:2. PROJECT #: \ a to - 0 ~ G ~c::\ PROJECT: \.....~ ~ ~\S \r(\? s.~~ \ C ~, CLIENT: ~\\ <t\l'Vi ~ R\ O~ KRAZAN PROJECT MANAGER: ~ ~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~'f\~ \? A.Li;v\E,\<.. V3>R ~ ii'lli FR..t' 0 ~ fJ.. ~ "c. '~~~t:> S a ... c: ~ TEMP: L,(1o 6-...:s SG"~,~~ ~~\.\ySTS:~~o ~R~~RW'\ t>~-,~'S.irt -r~~<s C~ ~AC'-\.!....~\LL ARDI...'\1\..'c::. \....~~~<;'l L '?oiiY\~~A.~\(\~. f''ER..'FO~~~\~ ()~E,~S.'-<'\ a~ ~C~~~ ~l~r.::. A..~t> O~~> C'~ '-~~~~ ~_~~ _ \?x,~ \~\<::..'--~~~s: A:~0E- q.c;:~ ("C'm \> p...~ \ C \'0 ~ ~~A~7::~t- l1~EMERTON StlllOING ClEPARTMFNT To the best of my knowledge, the abo~AS NOT performed in accordance with the ~Ians, specifications, and regulatory requirements. Superintendent/Representative: TeChn~ .~~ 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave, Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~ q1.I ....~r'7011 ~I'l-~o..a- ~ ~ription: Map Location: a f>,.ttached a l'\ans, sneet # Plans Location'. a plan 'fable, Slot a 'fruck Required: 'fest . Cuf'/e \ \~l i'1/ o rad(s) - o Other a on Backside o TUBE ~ET1l00 ("STM 02931) o NUCLE"R TEST ("ST~ 02922) ~ ----- Wet Dry Moist 'Percent "Required Soil Wt. Length Moist Moist Density % compaction Mode & Density Depth ,gram) ,inches) Wet Dry 1'6,,0 S"' Ja-1I \';},'-\\~ \~t:J~\ If t2 ' r;J It , I curve Test M.etbOd: 1.55-"t1:? Daily j\.Vg Std ~ Dai\Y j\.Vg Std - , c~unt M.oiS~l ~~ Location ,comments) ...~, 1. J Blevation c \. -~ .... Dat~ ",' A~~ D.\=<.... Tech' $eVI<" I Water I S\o,",oraiO rUtilitY I\U, }Aa1\. DrY Densit)' ;..;...-:::::; O.'"Z? I O\lt M.oisture o 'frenches: 1 o '~KrazaIl & Associates, Inc. FIELD REPORT NO: 11050 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~... \ -O~ PROJECT #: \ C&. - 0 .~ 0~9 PROJECT: \..~~ ~ ?~mPS\~\\c.I~ CLIENT: ~~~XV\.~\~\OM KRAZAN PROJECT MANAGER: ~~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~\A~?Al rn~R- BR~\1'"'(,FJ~\O~ D ~ ~ lC:,8ARt:J ~ P < c... TEMP: t.::, .50. () t'0 "'3, \\~ A <:..... R E-QL \.>=~\~ f") \0 -PF.'f~F(')R"", D Eil~""':=. \---r"'t' ~s: s.... \""- A. '"\<Q\.:l ~ D \..~ ~ \..~ 2"L {. / f>u h"\ r-:. - <s\A~~"f\.)\JA.L-\.~ . \"*'F~i=~hn~~ ~ D~~'5t"\",,( -rS~\'" ~\,~ ~_Ae..t\. ""\:""~S\ ~>\~C.... A~\JCL <)-5"%, {i'"GW\- ? A<:'"""( \. c ~ _ ~;~~~ BREMERTON r31J1LDUQb DEP/-\Ii IIVltl~ I To the best of my knowledge, the ab~A~"")vAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: T~~~ 215 West Dakota Avenue Clovis. CA 93612 4231 Foster Ave. Bakersfield. CA 93308 1025 Lone Palm Ave.#8G Modesto. CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633.2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Pou/sbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 0-7 (360) 598-2126 r; (425) 485-5519 (360) 254-3200 rro~ect '-~ ,,, t'lVJ' . ~-\~ Dat~ o T\lBIl1<\IlT\lOD (J'S'f1A l)2931) \B'NUCLIlI\R'IiS' (1\5,1<\ D2922) o Paved Areas: Sub I Agg D'\ SeWer J Vlater J Sto,", Drain J Uti\iti J \rf. - 'Tech' ~ II ....."""',...,01"""\ ~l'l-~~.a- o TrencheS'. o Pad(S) :Tiption: o Required: soil Wt. Moist Moist Wet Mode &- Length Dry DensitY \.))Cation (comments) Depth (gram) (inches) Wet lest curve Elevation ~f ( \~t; \'0 3t.{1;1 t \ ~ '-\ 'S- I ~lt,\ R \...(,.., ~ 11 J'- H H \ ~ 4;1 - It I I (( ~ " ------- \ ,t percent compaction Required o o '~KrazaI1 & Associates, Inc. FIELD REPORT NO: 10924 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS DATE: ~-Hc~O~ PROJECT #: \ ~ (c:>- 0 ~0 ~ q PROJECT: \...~ ~ Lr> CLIENT: ~ \?::)R~,\\Y\E.~O~ KRAZAN PROJECT MANAGER: -s. ~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~'"""\:"A~ ~AL.IY1E? ~R2,l{}1A R,\c"t.-J D... R l cttA~t:::>-S P.CO, TEMP: 700 a~ ~\,~ A~ ~E~L,~.s,.\2?D'o ~CZ::~NR.II~ n ~"-~ll"i \'$:S'ts O~ ~A~.l<_~\LLA\<o~D0D ,-~<;:T - \...~~<LL ~\. VtJY\~"S.\A.'""'("~allo2\, ?~\\?t=oR.'C'f\:;:,~ ~ DS; ~s\.\\ \~<"S:,.""t ~~'\::\. ~~ \?-...s."\:~ ~/\.~C~ ABov~ 'j,S% Cr"mpAd\o~.... ~SF t":)P/~\\"( ~>=s-c ~\\s:?=:-r Ts ~~( ~R R~,:s.\.\.L\:~ P\.~D L('>JC-A\: \Cl>..!S In ~. ~ ~ n 'Wi ~ ..~ ~ Att(; 1 9 2001 :3-- BREMERTON DUllOH~G lJEfilARTMEtH To the best of my knowledge, the abo~s NOT performed in accordance with ~ved plans, specifications, and regulatory requirements. Superintendent/Representative: Tec~'~~~~~ 215 West Dakota Avenue Clovis, CA 93612 (559) 348-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 4231 Foster Ave, Bakersfield, CA 93308 (661) 633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 1025 Lone Palm Ave.#8G Modesto, CA 95351 (209) 572-2200 19501 144th Ave. NE #F-300 WoodinviJ/e, WA 98072 545 Parrott St. San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave. Vancouver, WA 98662 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 (253) 939-2500 (360) 598-2126 ~ (425) 485-5519 (360) 254-3200 Project <:~~v::...;) t'lVJ' . <Cl.. - Lz'- ~ Dat~ Location', 1\ A.ttached .plans, Sheet # Location'. lans Slot ) plan 'fable, J 'fruck o TUllE ~E"\lOD (AST~ D2931) \B"NUCI_EAR Tl'ST (AST~ D2922) o paved ,.seas: Sub I p..gg 'fed\' seWO' I Wate' I Sto,," D,.;n I \ltllit;' 11ft. ~ ~KraZan ..~ ~ ]iIII o 'trenches: o 'Pad(s) cription' Required o o Required: 50i\ Wt. Moist Moist Wet Mode &. Length Dr)' Density Location (comments) Depth (gram) (inches) Wet Test \ curve Elevation ~\.~ \ ,,-\, ~If ~q.\ , .~\~'l C!y ~ ,....~... ,~~~ ,,6 _L, ( , L \L ",' '2 l\ ~~I<razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 15,2002 Project No.: 106-02075 GA/Division of Engineering & Arch. Services Ms. Donna Albert, P.E. P.O. Box 41012 Olympia, WA 98504-]012 RE: Olympic College Business & Technical Building - HV AC Replacement/Bremerton, W A - Project Number 2002-175 Dear Ms. Albert: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: August 6 August 7 August 7 Field Report No. 11053 Bolting Inspection Field Report No. 000013 Structural Steel Inspection Report No. 000126 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~.f~ Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures Cc: Olympic College - Mr. Ron Hoff City of Bremerton - Mr. Chris Hugo o [g((;~U\YI~-~ \~-, '~.llG" '\ u ("on'/' ::;J , [", tJ !I.", l ,- -- -' BREMERTON EUILDING DEPARTMENT With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 '~Krazan j & Associates, Inc. FIELD REPORT NO: 11053 CJo /~\)-ecT~CV.2_1 ~ GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~- 6 -t) 2.- PROJECT #: lof -o,)....,o-::yr; PROJECT: CJ/....ym to; v Co '-1-$61Z- CLIENT: oJ.... YP7l PI 0 ~ LL. ... KRAZAN PROJECT MANAGER: '\:/ e CONTRACTOR: ZJ~/6AJ ~/k? JURISDICTION:OI7Y cJ!c gR~//1/R70".J &./~ ~ 7'1XtiPERMIT #: o(f17!&? INSPECTOR: B IU-... tI beJ ~/,J I WEATHER: CJ 64-5'/ TEMP: c;; .5~- /1~1( It/~;o 6'\J -..5IT;e?:. ,AJe 12/()x Y ~i);l..I!rJ(;, 4J /E--r- W t' TN C;C( AJA.J Gy 77?CW-.I?i.- t!J/e:. //1/9 yreJC' lff;Evi l2aJtJ A~t$~ -;-0 Be. .se..r- //lJ L?~O:x.~, fJ;=' w4 gO C:hP~rl Flc. y.t- T7o"v ;:::=cJ~ ~UN/'V/d/C Jc:.~J..INb ;z:oe uJt?~t:>/~c. //lJ,sr:'&'Gr/ol1.J" //U5~{!?c.r/()rJ ., CcJl'lJ$ t'~UG T/~ j/)~./('/ /::::/C4r7d...J :TIFt' )L G'L /l1lJ 0 '/ GClI\JII.Jee. ~O.xfi?L ,,<7~O Tt!-#lf t{I~J...D //0 (., / ,N.s/'~.;(/~AJ U)CJt./ /..-D r&~ /I, M., 1);:= g-6-02--? e/loXY .;&.LI/r0C'.... A-ND BiZ. r.8I2Tr~ r...Sl::-/-/e D u LeD -dL.L r .At)AJ7J1(Ac-r O:)(:;u FYI liEN r:s; W ~re ~ i?1i?Ut{;!We" D CcvV c., e~N I r0 C:, ;:::::::c.r;:ert-l~ /Val~o~O /N~~Gr/i)"'-'$, /21.-6 () iI' 1(& i<J tZ j) r )"".4 C l$d1 r;r AJ I .kb.4:.. (j ;::= A 1/ I-. .~ /? /J 0 I r 10 J\.j J:;; L..-; \.' (f 6'TRL{C.ru~ G /)113f?J!3r:J7f<S / )9, }-r) CI4 /701\jS ON f:J A /A.l /2. I Df 3 TV /.s- /1 /'J D ~tf1) ~ I'r A / N s: cj'. S --r2 )5; A /IJ D A"JDfT10I0/'1/.- T1f34l\J6l/tZ.ese A./tV!:? tJAJ .1.../A.:Jf'3. /.;L r/fOiYl f,o N.! 66~ DGT4fL.5 ":2 1-3 /1fJ(D '7- 81\.) '(S/J1~(;?( $- / ~ , /J)...}..... /t-rfGfl.=5 //1/6'tPc?uTfZv ~P/'i?41-<'" --,--u C6;VJ fJ.i...') WI TH /!fJPR()U;~D t:>mAJ S ~ ,j)e l ;KJ-rl-. S., ~~~~;~. a . I' ,,) , ;'\l~' , p~ TD the best of my knowledge, the abov AS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superinte nt/Representative: Technician: ---..,. BREMERTON lFlllll nI~lt':; nFPARTMFl\lT 215 West Dakota Avenue Clovis, C '3612 4231 Foster Ave. Bakersfield, CA 9 08 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-250 (360) 598-2126 ~ (425) 485-5519 (360) 254-3200 ~Krazan & 000013 Associates, Inc. DSA File/Appl. No. OSHPD No. Permit No. GEOTECHNICAL ENGINEERING' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ~ 7 iJ ()~ tJ 2- PROJECT#: / (1~ -v 2-0 75 PROJECl ~1:.ff./:'1ic#( !i5./PD, - t/V4~ ()~rA"'" LOCATION: ~;-v. J1.:f1JrJ i W,4 KRAZAN PROJECT MANAGER: .... ) VU /J CONTRACTOR: PERMIT NO: INSPECTOR: J. GO!Z<JdN JURISDICTION: t!; 4 I P J1Ht!14f J!U47JN WEATHER: ~ iJ tV TEMP: f11/ttt,cle ~/I/<;r: 7~ D HIGH STRENGTH BOLTS D A325 D A490 o A Skidmoore test was performed on the -inch g bolts with the following torque readings: Ibs./ft. Ibs./ft Ibs./ft. Ibs./ft Ibs./ft. Average torque reading: Ibs./ft. tension. o High strength bolt inspection was performed on the _ -inch g bolts at the following locationns: o The bolts DID / DID NOT meet the required Ibs./ft. tension. D ANCHORS D Proof Load D Torque Test ~EPOXY o - % of total -inch g bolts were torque tested to Ibs./ft. tension at the following locations: o % of total anchors were load tested to Ibs./ft. tension at the following locations: ~ Visual inspection was performed on ~ J3-r., (....:IS' .?J ERE p~() ~ NOTES D DISCREPANCIES reJiJ % COMPLETE J!-tb-7j..fffli4-..iI i?ot.--rs /4tfK€' p~€/) /r/' &1210 L, 7~fO .fLiP D;rr/ll':: '1/~ I ~/Z Sr+€ET S I Of=" 4/'IN?cc.)~tJ ;)RflwlrV4>: :;'i tvl-pf6N );1'''i?f?/\Kf-T1€ I..:. T:L2 {,.....,$;':f.5 U)t:o IN CotvFtJjl!. """'-A-Nt'~ (7J ;EPt''''-'1 ruANv':::J4tTC/l'?e~ 1I""~Tlrv~r/8/1/)~ 17-ff Mlf)/)L(l ~IL i 1>1 PL4-/E. IJ-'r q J L tv /)~ ;.k LW'Jk/.. (;JiU- I"EtD ~ F I ;.Ie L€. L,;Jl-f Lt-rr E.WIf-ly ~ tJ c.. g V S... (' t;c/-/ J5 LvC; r~1( IJ.I-~/JATE ~;j(. ~ ~ ~ ~ U~ rg I~L C_ -~un ~ 2~n! ] BREMERTON OT performed in. accordance with the approved plans, specificatimHLlillNG~RrrMel:iuirements. li .. o ,1,-~ ,~ 215 West Dakota Avenue, CI is, Ca 93612 . (559) 348-2200 4231 Foster Ave., Bakersfi d, CA 93308 . (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95357 . (209) 572-2200 545 ParrottSt.. San Jose, CA 95172 . (408) 277-2200 723 Commerce Circle, Sacramento, CA 95875 . (976) 564-2200 2 N. Sherman, Ste. A. Corona, CA 92880 SO 1 75th Street NW, #106, Auburn. WA 98002 20774 State Route 305 N.E., Ste. 3[, Poulsbo, WA 98370 13434 N. E. 777th Place, Woodinv1lfe, WA 98072 7 7973 N. E. 703rd Avenue, Vancouver, WA 98662 FILE COPY · (909)549-7188 · (253) 939-2500 . (360) 598-2726 · (425) 485-5579 · (360) 254-3200 t 000126 ~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: {} 1 Il--v. 6 {) 2- CONTRACTOR: )11//'IEIC 1!o,mJ<... PROJECT#: I tJC; - 0;;'" ~ 7 S- 1.0.R.: j _ (}UJ,200/V PROJECT: ~t7 4, L-eC ~ - tJ. t/ AG vP&tUW€..-7J::';~ff' /Jl.iI~. PRESENT AT SITE: &:;o-Pn:.K. LOCATION: g'~~M,gu.:r;tv, WA COPIES TO: KRAZAN PROJECT MANAGER: J rIA. tJ WEA THER: S (/- f\/ TEMP: 7 0 DSA File/Appl. No. OSHPD No. Permit No. D STRUCTURAL STEEL Location: o MATERIAL ID OETlt-tl- R€pA-1 R. TO lei '-t..G~~ o U.T. 0 M.T. 0 P.T. 7 I~ ;A-M t/'P6~iE S'v f'f'o~r tJl'2l~I/JI'U..- I~/$L-b~ A-i t4/vJJ I-IS- ocr. Welder qualification/certification verified for: . '-121 1='1 Ej) A ~ ~ ~ ~ Position: FLA T Process: g Weld Type~ Weld Size: 3/16" Codes: ~ FCAW C.P. (J;' @) ~IZONT3:> GMAW }2EVi4 v5L or" ,tZ,./..€.. bV',-n.J I(/CI/Z.AIfJ ";:::;::-~e:., 'Nr4-a {k/))(4"L- o Filler Metal: ~ 7 d I 't - '/ i' SAW 0 Other: PLUG 0 Other: 3/a" 0 Other: TITLE 24 @ ASME P.P. @> TITLE 21 o NOTES 0 DISCREPANCIES 0 % COMPLETE tJN t)l rC Br RCt?{/€'~r ~te )/€'e://I-~ /1"~I'E~r/o;v cF S'TRI.lLTUML.... WeL-/J/A/($, i)i.L.- h/~L-C>) C tJ/l/AJ/214-L -rb )> (, I 1I1-tft.,E ~, II 1/I.fIII~ 1A/)I'L'~7T"'v' t' I~ /7"#",4/ ~ I4NO I}PP/?.ovW f)1iA-W/li4).,; i ~A~ ~ :n~ u== BREMERTON BUilDING DEPARTMENT knowledge, the abov@ / WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Technician: 4237 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 25478 74th Ave. S Kent, WA 98032 (253) 854-7330 , ?l 723 Commerce Circle Sacramento, CA 95875 (976) 564-2200 275 West Dakot Clovis, CA 93672 (209) 348-2200 FILE COpy 550 Parrott St. #7 San Jose, CA 95772 (408) 271-2200 ~~I<razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENT AL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 21,2002 KA Project No.: l06-02039 .O)~~~nw~~ fl1 MAY 28 2002 ~ BREMERTON BUILDING DEPARTMENT City of Bremerton Dept. of Public Works Mr. Ned Lever 3027 Olympus Dr. Bremerton, W A 98310 RE: WB-6 Pumpstation/Bremerton, W A Dear Mr. Lever: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: May 8 Field Report No. l0342 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Z---. j'~ Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures Cc: City ofBremerton CDC - Mr. Chris Hugo Stan Palmer - Mr. Todd Haga With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 · Fax: (360) 598-2127 ~Krazan & Associates, Inc. FIELD REPORT NO: ~L \~_: J 4 2 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~ /11AY ~ ~ PROJECT #: I t9 6 - ~ f)...{) 39 P R OJ E CT: U) 8 .... b f/A..l,fA.-,Ds "ft4., 7( fJ'" CLIENT: CIIY ~;:. ~t&f2.,rdN KRAZAN PROJECT MANAGER: :T" W\. iJ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: CI ry tJr g~~t...T21.A-/ ~c::; ...s 5" ~l.,V :rN~ tl,-.5 TEMP: ~N 5 I re::. AS 1O.::.1Jtu.u-n f) /9 r t..~ #/e:'H KA:A-J) ~ HI/ K' /'C.4-/V r; ~.> L 1J1"j~/AA4t::- w~Y/6. I J/CN--#t.t: tt)4;,. ~ 03..J'be~~ ' ;HI'/(" .IJ~1"6/1' h2.di/:)~d.N .&V.D /?!:.sT//1/~, / 7l4/(J /H//(' j)~SItt*~J" e,.N/Jud'~. t!)N~ R~I',L~~A/7?.A/t: rie&p r//U~l1/J;~f;KJ A/~jJ()l2-r ~LA--lVr ~;, 77-/;: tJT//~~ A'~//A!6~~N7J//~ :r#E f ~U/ ~ ~ .P c,,~N7: t:64!:. JI4/ K/CI' wlCrU:- "/?i:s T~ Fi:J IC. , <. <iLIA HfJO, /Jr J!... CtW"T4'Nr; U~/( r wc,'t: #- r; -n:M-;lJ~~ AN/!J Y/UJ\ " /F1t:,A/r Ct/~/#.t1IEAS U)/!'~/C C/9-sT #JUe As-'TM C-31 ~/(, (})"JI~/U'.ft"'/~J;, 7JI~a fJ/l,(sA/J.s Hldt.i)/U) flte /9srA-1 C'lJ'l .>#~/,lf/KA~~ J/A~5.. KttFali//Vc.€ : U/:H6"#/?&I'~,q- - C-'88o'7 f?LA-#T A/~jJ(J~T c~ ;J.7'7 C-3803 ~(,t..t:..S Q 0 To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 'h 1 215 West Oakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinvi/le, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 -~ l<r r~ azaIl & ASSOCIATES, INC. SITE DEVELOPMENT ENGINEERS 20714 State Hwy 305 NE, Suite 3C Poulsbo, WA 98370 <}~\PPOs~~ ~ * * <i ~ ... j!! I~Pf ~"'" D ~-~-~ o o~ .~~~,,~?:3:3195 55205UUs~4ur~1lJ.~Y 2302 7 :3 :3 5 MAILED FROM ZIP CODE 9 g :3 7 Q CITY OF BREMERTON .-MR CVlBE-~"""',-,~ 239 4TH STREET BREMERTON W A 98337 \O)~(g~u'W~\i)\ \ru MAY 2 8 2002 \YJ BREMERTON BU1LDlNG DEPf\RTMENT < ~ e.~. ~llltltHJtllnIIfUlllllllllmJJ1.I1,ulllulllItIIIIJIIIIU ~~I<razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July l, 2002 '01 ln1 rr r 'n ~~;_. (;: 2u02 r-- , L~ IJ KAProjectNo.: 106-0l051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 BREMERTON BUILDING DEP/~RTMEi\lT RE: Waste Transfer Station/Pt. Of Bremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: February 11 March 21 March 21 March 21 Concrete Report No. 2622 Concrete Report No. 2649 Concrete Report No. 2650 Concrete Report No. 3985 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~j'~ D ~ 0337 Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures CC: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127 Krazan & Associates, Inc. 20714 State Hwy. 305f)l;E,:. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-01051 Cyl.Code P2991 Pour Date 2-11-2002 Report No. 2622 Weather CLEAR Jurisdiction KITSAP COUNTY Permit No. 010334-337 Project WASTE TRANSFER Engineer REX TURNER Location BREMERTON Architect IT GROUP Client ET ENVIRONMENTAL Contractor ET ENVIRO.lSTEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Site Mix Reported Batch Data Cement Type TILBURY I Plant No. 4 Grout Flex Beams Design Actual X Ungrouted Other Mix No. M4060 565 % Air Slump 5.1 4.75" Cone. Air Temp. Temp. Unit (F) (F) Wt. 58 38 Cern. Ibs. Time Truck # Ticket # 9:50 383 41038 F. Ash Ibs. C. agg. ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1879 Water 1351 17.3 GAL 44.1 OZ 40.1 02 3.6 Placement Area Pilings Grade Beams Other X Admixture POLY Other POZZ-T Footings SlablDeck Walls Slab Columns Air Ent. (ozlcwt.) Grids ELEVATED SLAB FOR SOILS OUTLOAD. NW CORNER BUILDING REINFORCEMENT PREVIOUSLY INSP. Remarks PLACED BY TRUCK CHUTE, VIBRATED. 27 OF 46 YDS W/C=0.42 Water Added on Job (gals.) 0 Reviewed By ~ Design Strength 4000 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 12 FEB 02 Cyl. Test Dia Length Max. Compo Tested Break Test Method Code Date Age Dim. Area Load Str. (psi) Set # By Type P2991-1 2/18/2002 7 4X8 12.56 50340 4,010 JM 1 ASTM C39 X P2991-2 2/18/2002 7 4X8 12.56 49160 3,910 JM 1 C-1231 X P2991-3 3/11/2002 28 4X8 12.53 61990 4,950 TR 1 Other P2991-4 3/11/2002 28 4X8 12.52 61920 4,950 TR 1 P2991-5 4/18/2002 66 4X8 12.53 * 58020 4,630 TR 1 Compressive X P2991-6 4/18/2002 66 4X8 12.53 * 57950 4,610 TR 1 Flexural P2991-7 Test Results P2991-8 X Conforming Remarks FR# 5815 * FIELD CURE CYLINDERS Non-Conforming Results Reviewed By 4;, Date Reviewed Codes for Break Types: 1. Cone X 2. Cone & Spl' X 3. Cone & Shear ;\ 4. Shear / 5. Columnar (Split) l Krazan & Associates, Inc. 20714 State Hwy. 305 ~,E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Weather OVERCAST Cyl. Code P3116 Pour Date 3-21-2002 Report No. 2649 Jurisdiction KITSAP COUNTY Permit No. 010334-337 Project WASTE TRANSFER Location BREMERTON Client ET ENVIRONMENTAL Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO./STEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type I - II Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. ND6000PT 650 100 592 1370 % Air Slump 5" Conc. Air Temp. Temp. Unit (F) (F) Wt. 53 36 Cern. Ibs. Time Truck # Ticket # 7:10 383 42390 F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Footings Slab/Deck Walls Slab X Columns Grade Beams Other A345 A340 A323 1136 16 GAL 29.70Z 380Z 400Z Sand Ibs. Water ! Placement Area I Admixture Pilings Other Air Ent. (ozlcwt.) Grids C-E, 4-8 Water Added on Job (gals.) 5 Remarks PLACED BY CONVERYOR, CONC. VIBRATED RESTEEL PER SHT.S3, SAMPLED 81 OF 450 CY W/C=0.32 Items Inspected X Conforming Inspector D. RICHARDS Reviewed By~ Non-Conforming Laboratory Data Cyl. Test Code Date P3116-1 3/28/2002 P3116-2 4/18/2002 P3116-3 4/18/2002 P3116-4 P3116-5 P3116-6 P3116-7 I P3116-8 Design Strength 6000 Date Specimens Rec'd. 22 MAR 02 Dia Length Max. Compo Tested Break Test Method Age Dim. Area Load Str. (psi) Set # By Type 7 4X8 12.52 82230 6,570 TR 2 ASTM C39 X 28 4X8 12.56 97320 7,750 TR 1 C-1231 X 28 4X8 12.56 102540 8,170 TR 1 Other H 4X8 12.56 107200 8,540 TR 1 Compressive X Flexural Remarks FR# 5993 Results Reviewed By ~ Test Results X Conforming Non-Conforming Codes for Break Types: Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shear 6 4. Shear / 5. Columnar (Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.J::. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Weather OVERCAST Cyl. Code P3117 Pour Date 3-21-2002 Report No. 2650 Jurisdiction KITSAP COUNTY Permit No. 010334-337 Project WASTE TRANSFER Location BREMERTON Client ET ENVIRONMENTAL Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO.lSTEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type I - II Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. ND6000PT 656 99 592 1370 % Air Slump 5" Conc. Air Temp. Temp. Unit (F) (F) Wt. 54 40 Cern. Ibs. Time Truck # Ticket # 8:50 383 42418 F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Slab/Deck Walls Slab X Columns Grade Beams Other A345 A340 A323 1143 18 GAL 290Z 380Z 400Z Water I I Placement Area i i Footings I Admixture Pilings Other Air Ent. (ozlcwt.) Grids C-E, 4-8 Water Added Oil Job (gals.) 5 Remarks PLACED BY CONVERYOR, CONC. VIBRATED RESTEEL PER SHT.S3, SAMPLED 225 OF 450 CY W/C=0.31 Items Inspected X Conforming Reviewed By ~ Non-Conforming Inspector D. RICHARDS Laboratory Data Cyl. Test Code Date P3117 -1 3/28/2002 P3117 -2 4/18/2002 P3117-3 4/18/2002 P3117-4 P3117-5 P3117-6 P3117-7 P3117-8 . Remarks FR# 5993 Results Reviewed By ~ Design Strength 6000 Date Specimens Rec'd. 22 MAR 02 Dia Length Max. Compo Tested Break Test Method Age Dim. Area Load Str. (psi) Set # By Type 7 4XB 12.52 80870 6,460 TR 1 ASTM C39 X 28 4XB 12.56 102410 8,150 TR 1 C-1231 X 28 4XB 12.56 98670 7,860 TR 1 Other H 4XB 12.56 101500 8,080 TR 1 Compressive X Flexural Test Results j.." Conforming Non-Conforming : Codes for Break Types: Date Reviewed ,. Cone X 2. Cone & Spll' X 3. Cone & Shear ~ 4. Shear / 5. Columnar (Spill) Krazan & Associates, Inc. . . . . - 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 l Project No. 106-01051 Cyl. Code P3118 Pour Date 3-21-2002 Report No. 3985 Weather OVERCAST Jurisdiction KITSAP COUNTY Permit No. 010334-337 Project WASTE TRANSFER Engineer REX TURNER Location BREMERTON Architect IT GROUP Client ET ENVIRONMENTAL Contractor ET ENVIRO.lSTEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type I - II Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. ND6000PT 648 101 592 1370 % Air Slump 5" Cone. Air Temp. Temp. Unit (F) (F) Wt. 52 40 Cern. Ibs. Time Truck # Ticket # 10:50 383 42452 F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Footings SlablDeck Grids C-E, 4-8 Walls Slab X Columns Pilings Grade Beams Other A345 A340 A323 1134 18 GAL 290Z 380Z 600Z Water Placement Area Admixture Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 5 Remarks PLACED BY CONVERYOR, CONC. VIBRATED RESTEEL PER SHT.S3, SAMPLED 369 OF 450 CY W/C=0.31 Items Inspected X Conforming Dia Age Dim. Area 7 4X8 12.52 28 4X8 12.56 28 4X8 12.56 H 4X8 12.56 Reviewed By ~ Design Strength 6000 Length Max. Compo Load Str. (psi) 62760 5,010 90030 7,170 90920 7,240 86240 6,870 Non-Conforming Inspector D. RICHARDS Laboratory Data Cyl. Test Code Date P3118-1 3/28/2002 P3118-2 4/18/2002 P3118-3 4/18/2002 P3118-4 P3118-5 P3118-6 P3118-7 P3118-8 Remarks FR# 5993 Date Specimens Rec'd. 22 MAR 02 Tested Break Test Method Set# By Type TR 2 ASTM C39 X TR 1 C-1231 X TR 1 Other TR 1 Compressive X Flexural Test Results y.: Conforming Non-Conforming Results Reviewed By ~ Codes for Break Types: Date Reviewed 1. Cone X 2. Cone & Split L 3. Cone & Shear ;\ 4. Shear / 5. Columnar (Split) tf~l<razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Apri118,2002 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 KA Project No.: 106-01051 ~....~ " Ji: 11' A~~ 21ZB/)Z~. BREMEH; 01\1 RE: Waste Transfer Station/Pt. Of Bremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: January 21, 2002 February 4,2002 February l5, 2002 February 19,2002 February 25, 2002 February 25,2002 February 28, 2002 March 4, 2002 March 7,2002 March 7, 2002 March 21, 2002 March 28, 2002 Concrete Report No. 3984 Concrete Report No. 2604 Concrete Report No. 2606 Concrete Report No. 2636 Concrete Report No. 2637 Concrete Report No. 2638 Concrete Report No. 2639 Concrete Report No. 2640 Concrete Report No. 2642 Concrete Report No. 2643 Field Report No. 5993 Field Report No. 5970 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~54 Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures cc: City ofBremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE. Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 · Fax: (360) 598.2127 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 CyJ. Code P2906 1-21-2002 3984 Project No. 1 06-01 051 Weather OCAST Pour Date Report No. Jurisdiction KITSAP COUNTY Permit No. 01-0334 Project WASTE TRANSFER STATION Location BREMERTON (PORT) Client ET ENVIRONMENTAL Engineer REX TURNER Architect IT GROUP Contractor STEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 8:45 58 40399 Site Mix Reported Batch Data Cement Type 1 & 2 Plant No. 4 Grout Design Actual X Flex Beams Ungrouted Other Mix No. M4060 .1 629 % Air Slump N/A 3" Conc. Air Temp. Temp. Unit (F) (F) Wt. 52 38 NIA Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 2196 1530 19.0 GAL. 89.0 OZ. 15.0 OZ Placement Area Admixture A323 A340 Water Remarks PLACED BY CHUTE, CONCRETE VIBRATED, RESTEEL PER SHT S4, SAMPLED 9 OF 9 YDS, W/C=0.42. Inspector D. RICHARDS Reviewed By4-4 Footings SlablOeck Walls Slab X Grids COMPACTOR SLABS Columns Grade Beams Other Pilings Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 10 Items Inspected X Conforming Non-Conforming Laboratory Data Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shear ~ 4. Shear / 5. Columnar (Split) Test Date Dia Cyl. Code P2906-1 P2906-2 P2906-3 P2906-4 P2906-5 P2906-6 P2906-7 P2906-8 Remarks FR# 5445 . Results Reviewed By ~ 1/28/2002 2/18/2002 Age Dim. 7 6X 12 286X12 286X12 H 6X12 2/18/2002 Codes for Break Types: Design Strength 4000 Date Specimens Rec'd. 22 JAN 02 length Max. Compo Tested Break Test Method Area Load Str. (psi) Set # By Type 28.43 148730 5,230 SK 1 ASTM C39 X 28.40 178800 6,300 JM 1 C-1231 X 28.35 182680 6,440 JM 1 Other 28.35 174170 6,140 JM 1 Compressive X Flexural Test Results X Conforming Non-Conforming Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-01051 Weather CLEAR Cyl. Code Report No. Project WASTE TRANSFER Location BREMERTON Client ET ENVIRONMENTAL P2954 Pour Date 2-4-2002 2604 Jurisdiction KITSAP COUNTY Permit No. 010334-337 Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO./STEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 8:30 74 40822 Site Mix Plant No. 4 Grout Flex Beams Reported Batch Data Cement Type TILBURY I Design Actual X Ungrouted Other Mix No. M4060 566 % Air Slump 4.5" Cone. Air Temp. Temp. Unit (F) (F) Wt. 52 34 Cem. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1901 1350 18.0 GAL 600Z 440Z 3.602 Placement Area Water Footings SlablDeck Walls Slab X Grids B-C, 3-5 Columns Grade Beams Other X Pilings Remarks PLACED BY CHUTE, CONC. VIBRATED, RESTEEL PER SHT S5, SAMPLED 9 OF 27 CY, W/C=0.42 Inspector D. RICHARDS Reviewed By \(t, Laboratory Data Date Reviewed ,. Cone X 2. Cone & Spilt I 3. Cone & Shear L 4. Shear / 5. Columnar (Split) Test Date 2/11/2002 3/4/2002 3/4/2002 3/4/2002 Dia Cyl. Code P2954-1 P2954-2 P2954-3 P2954-4 P2954-5 P2954-6 P2954-7 P2954-8 Remarks FR# 5602 Results Reviewed By ~ Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 Codes for Break Types: Design Strength 4000 Length Max. Compo Area Load Str. (psi) 12.44 45000 3,620 12.60 54230 4,300 12.60 53590 4,250 12.60 53480 4,240 Admixture A323 Other A340 Air Ent. (ozlcwt.) A350 Water Added on Job (gals.) 10 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 6 MAR 02 Tested Break Test Method Set# By Type TR 1 ASTM C39 X TR 1 C-1231 X TR 2 Other TR 1 Compressive X Flexural Test Results X Conforming Non-Conforming Krqzan &.Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Weather CLEAR Cyl. Code P3006 Pour Date 2-15-2002 Report No. 2606 Jurisdiction KITSAP COUNTY Permit No. 01-0334 Project WASTE TRANSFER STATION Location BREMERTON (PORT) Client ET ENVIRONMENTAL Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO I STEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type I & II Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. ND 6000 PT 648 106 584 1361 4.8 Slump 4.5" Cone. Air Temp. Temp. (F) (F) 53 35 Cern. Ibs. Time 9:15 Truck # Ticket # 73 41225 %Air Unit Wt. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Admixture A345 1168 18.0 gal. 49.0 oz. Placement Area Water Footings Slab/Deck X Walls Slab Columns Grade Beams Other Pilings Other Air Ent. (07Jcwt.) A350 1.3 oz. Grids B - C, 6 - 7 Water Added on Job (gals.) 10 Remarks PLACED BY CHUTE, CONCRETE VIBRATED, RESTEEL PER SHT S5, SAMPLED 18 OF 27 YDS, W/C=0.32. Inspector D. RICHARDS Reviewed By ~ Laboratory Data Cyl. Test Code Date P3006-1 2/22/2002 P3006-2 3/15/2002 P3006-3 3/15/2002 P3006-4 P3006-5 P3006-6 P3006-7 P3006-8 Items Inspected X Conforming Non-Conforming Design Strength 4000 Dia Length Max. Compo Age Dim. Area Load Str. (psi) 7 4X8 12.53 74480 5,940 28 4X8 12.53 95090 7,590 28 4X8 12.56 94830 7,550 H 4X8 12.56 88410 7,040 Date Specimens Rec'd. 18 FEB 02 Tested Break Test Method Set # By Type JLM 1 ASTM C39 X TR 1 C-1231 X TR 2 Other TR 1 Compressive X Flexural I Remarks REFERENCE FR# 5758 ! Results Reviewed By % Test Results X Conforming Non-Conforming Codes for Break Types: ,. Cone X Date Reviewed 2. Cone & Split X 3. Cone & Shear ;\ 4. Shear / 5. Columnar (Spill) Krazan &.Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-01051 Weather CLEAR Cyl. Code P3009 POur Date Jurisdiction KITSAP COUNTY 2-19-2002 Report No. 2636 Permit No. 01-0334 Project WASTE TRANSFER STATION Location BREMERTON (PORT) Client ET ENVIRONMENTAL Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO I STEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type I & II Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. MD 6000 PT 654 102 592 1370 NIA Slump 3.5 Cone. Air Temp. Temp. (F) (F) 52 40 Cern. Ibs. Time 9:15 Truck # Ticket # 78 41269 %Air Unit Wt. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. Footings SlablDeck Walls Slab Columns Pilings Grade Beams Other A345 A340 A350 1141 16.7 gal. 30.0 oz. 38.0 oz. 0.5 oz. Water Placement Area Admixture Other Air Ent. (o;dcwt.) Grids GRID B-C, 9-11 Water Added on Job (gals.) 10 Remarks PLACED BY PUMP, CONC. VIBRATED, RESTEEL PER SHT. S5, SAMPLED 36 OF 90 CY. W/C=0.30 Items Inspected X Conforming Inspector D. RICHARDS Laboratory Data Cyl. Test Code Date P3009-1 2/26/2002 P3009-2 3/19/2002 P3009-3 3/19/2002 P3009-4 P3009-5 P3009-6 P3009-7 P3009-8 Remarks REFERENCE FR# 5763 Reviewed By 0, Design Strength 4000 Non-Conforming Date Specimens Rec'd. 2-20-2002 Test Results X Conforming Non-Conforming Results Reviewed By ~ Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shear A 4. Shear / 5. Columnar (Split) Codes for Break Types: Krc;lzan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Weather CLEAR CyJ. Code P3026 2-25-2002 Report No. Pour Date 2637 Jurisdiction KITSAP COUNTY Permit No. Project WASTE TRANSFER Location BREMERTON Client ET ENVIRONMENTAL Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO. / STEELCRAFT '. Field Data Supplier FRED HILL Concrete X Prisms Grouted Mortar Time Truck # Ticket # 8:30 383 41360 Site Mix Reported Batch Data Cement Type I & II Plant No. 4 Grout Design Actual X Flex Beams Ungrouted Mix No. ND6000PT 657 101 592 1374 Other % Air Slump NIA 5" Cone. Air Temp. Temp. Unit (F) (F) Wt. 52 35 NIA Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1138 16.0 GAL. 29.0 OZ. 38.0 OZ Placement Area Water Remarks PLACED BY CONVEYOR, CONCRETE VIBRATED, RESTEEL PER SHT S5, SAMPLED 54 OF 250 YDS, W/C=0.31 Inspector D. RICHARDS Reviewed BY~ Footings Slab/Deck Grids C-E, 1-4 Walls Slab Admixture A345 A340 Columns Pilings Grade Beams Other X Other Air Ent. (07Jt::wt.) Water Added on Job (gals.) 10 Area 12.55 12.57 12.57 12.57 Design Strength 6000 Length Max. Compo Load Str. (psi) 89960 7,170 101710 8,090 108700 8,650 107640 8,560 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 2-27-02 Tested Break Test Method Set # By Type TR 1 ASTM C39 TR 1 C-1231 X TR 2 Other TR 1 Compressive X Flexural Laboratory Data CyJ. Test Dia Code Date P3026-1 3/4/2002 P3026-2 3/25/2002 P3026-3 3/25/2002 P3026-4 P3026-5 P3026-6 P3026-7 P3026-8 Remarks FR # 5805 Results Reviewed By '~" I Codes for Break Types: Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Test Results X Conforming Non-Conforming Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shear i 4. Shear / 5. Columnar (Split) Krpzan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-01051 Weather CLEAR Cyl. Code P3027 Pour Date 2-25-2002 Report No. 2638 Jurisdiction KITSAP COUNTY Permit No. Project WASTE TRANSFER Location BREMERTON Client ET ENVIRONMENTAL Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO.I STEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type I & II Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. ND6000PT 651 107 592 1374 % Air Slump NIA 5" Cone. Air Temp. Temp. Unit (F) (F) Wt. 54 35 NIA Cern. Ibs. Time Truck # Ticket # 11 :00 383 41392 F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Footings Slab/Deck Walls Slab Columns Pilings Grade Beams Other X Other A345 A340 1135 17.4 GAL. 29.0 OZ. 38.0 OZ Sand Ibs. Placement Area Water Admixture Grids C-E, 1-4 Air Ent. (ozlc'I'/t.) Water Added on Job (gals.) 12 Remarks PLACED BY CONVEYOR, CONCRETE VIBRATED, RESTEEL PER SHT S5, SAMPLED 216 OF 250 YDS, W/C=0.32 Inspector D. RICHARDS Reviewed By ~ Laboratory Data Design Strength 6000 Cyl. Test Dia Length Max. Compo Code Date Age Dim. Area Load Str. (psi) P3027 -1 3/4/2002 7 4X8 12.62 85040 6,740 P3027 -2 3/25/2002 28 4X8 12.57 102260 8,140 P3027 -3 3/25/2002 28 4X8 12.57 101970 8,110 P3027 -4 H 4X8 12.57 101400 8,070 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 2-27-02 Tested Break Test Method Set # By Type TR 1 ASTM C39 TR 2 C-1231 X TR 1 Other TR 1 Compressive X Flexural P3027 -5 P3027 -6 P3027 -7 P3027 -8 Remarks FR # 5805 Results Reviewed By ~ Test Results X Conforming Non-Conforming Codes for Break Types: Date Reviewed 1. Cone X 2. Cone & SpHt I 3. Cone & Shear i 4. Shear / 5. Columnar (Split) Kr~zan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-01051 Cyl. Code P3028 Pour Date 2-28-2002 Report No. 2639 Weather CLEAR Jurisdiction KITSAP COUNTY Permit No. 010334-337 Project WASTE TRANSFER Engineer REX TURNER Location BREMERTON Architect IT GROUP Client ET ENVIRONMENTAL Contractor ET ENVIRO./STEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 9:00 58 41434 Site Mix Reported Batch Data CementType TILBURY I Plant No. 4 Grout Design Actual X Flex Beams Ungrouted Other Mix No. ND6000PT 653 101 592 1370 % Air Slump 4.0" Cone. Air Temp. Temp. Unit (F) (F) Wt. 52 40 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1138 18.0 GAL 290Z 380Z Placement Area Water Footings Slab/Deck Walls Slab X Grids C-D, 13-17 Columns Grade Beams Admixture POLY Other POZZ-T Pilings Other Air Ent. (oz/cwt.) Water Added on Job (gals.) 10 Remarks PLACED BY PUMP, CONC. VIBRATED, RESTEEL PER SHT S5, SAMPLED 33 OF 120 CY, W/C=0.31 Items Inspected X Conforming Inspector D. RICHARDS Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shea' 6. 4. Shea, / 5. Columna, (SpIO) Laboratory Data Test Date Dia CyJ. Code P3028-1 P3028-2 P3028-3 P3028-4 P3028-5 P3028-6 P3028-7 P3028-8 Remarks FR# 5807 Results Reviewed By ~ Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 3/7/2002 3/28/2002 3/28/2002 Codes for Break Types: Reviewed By ~ f Design Strength 6000 Length Max. Compo Load Str. (psi) 100200 7,980 107360 8,550 103030 8,210 118210 9,420 Non-Conforming Date Specimens Rec'd. 27FEB02 Area Tested Break Test Method Set# By Type TR 2 ASTM C39 X TR 1 C-1231 X TR 1 Other TR 2 Compressive X Flexural 12.56 12.55 12.55 12.55 Test Results ~ Conforming Non-Conforming Kr~zan &,Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-01051 Cyl. Code Report No. Weather P.C. Project WASTE TRANSFER Location BREMERTON Client ET ENVIRONMENTAL P3057 Pour Date 3-4-2002 2640 Jurisdiction KITSAP COUNTY Permit No. 010334-337 Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO./STEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 8:30 70 41743 Site Mix Plant No. 4 Grout Flex Beams Reported Batch Data Cement Type I & II Design Actual X Ungrouted Other Mix No. NP6000PT 653 99 591 1392 % Air Slump 5" Conc. Air Temp. Temp. Unit (F) (F) Wt. 51 42 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1137 20.0 GAL 38.0 OZ 29.0 OZ Placement Area Admixture A340 A345 Water Footings Slab/Deck Walls Slab X Grids C-C.3, 13-15 Columns Grade Beams Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 15 Pilings Other Remarks PLACED BY CHUTE, CONG. VIBRATED, RESTEEL PER SHT. S5, SAMPLED 18 OF 18 YDS. W/C=0.34 Items Inspected X Conforming Inspector D. RICHARDS Reviewed By ~ Non-Conforming Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shear 6. 4. Shear / 5. Columnar (Split) Laboratory Data Test Date Dia Cyl. Code P3057 -1 P3057 -2 P3057 -3 P3057 A P3057 -5 P3057 -6 P3057-7 P3057 -8 Remarks FR# 5815 Results Reviewed By ~ Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 3/11/2002 4/1/2002 4/1/2002 Codes for Break Types: Area 12.54 12.58 12.60 12.58 Design Strength 6000 Length Max. Compo Load Str. (psi) 81880 6,530 86790 6,900 91820 7,290 96110 7,640 Date Specimens Rec'd. 5MAR02 Tested Break Test Method Set # By Type TR 1 ASTM C39 X TR 2 C-1231 X TR 1 Other TR 1 Compressive X Flexural Test Results 'v,. Conforming Non-Conforming Krflzan c$ Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Weather CLEAR Cyl. Code Report No. Project WASTE TRANSFER Location BREMERTON Client ET ENVIRONMENTAL P3066 Pour Date 3-7 -2002 2642 Jurisdiction KITSAP COUNTY Permit No. 010334-337 Engineer REX TURNER Architect IT GROUP Contractor ET ENVIRO./STEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 7:30 68 41900 Site Mix Plant No. 4 Grout Flex Beams Reported Batch Data Cement Type I - II Design Actual X Ungrouted Other Mix No. ND6000PT 646 100 591 1361 % Air Slump 4.0" Cone. Air Temp. Temp. Unit (F) (F) Wt. 54 30 Cem. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1132 19.5 GAL 290Z 380Z Placement Area Water Footings Slab/Deck Walls Slab X Grids E-F, 4-13 Columns Grade Beams Pilings Other Remarks PLACED BY CONVEYOR, CONC. VIBRATED, RESTEEL PER SHT. S5, SAMPLED 63 OF 220 YDS, W/C=0.34 Inspector D. RICHARDS Reviewed By ~ Admixture POLY Other POZZ-T Air Ent. (ozlcwt.) Water Added on Job (gals.) 12 Items Inspected X Conforming Non-Conforming Laboratory Data Cyl. Test Dia Code Date P3066-1 3/14/2002 P3066-2 4/412002 P3066-3 4/4/2002 P3066-4 P3066-5 P3066-6 P3066-7 P3066-8 Remarks FR# 5820 Results Reviewed By ~ Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Area 12.53 12.58 12.58 12.58 Design Strength 6000 Length Max. Compo Load Str. (psi) 90090 7,190 118080 9,390 106810 8,490 110930 8,820 Date Specimens Rec'd. 8 MAR 02 Tested Break Test Method Set # By Type TR 1 ASTM C39 X TR 2 C-1231 X TR 1 Other TR 1 Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed 1. Cone X 2. Cone & SpH' I 3. Cone & Shear 0 Codes for Break Types: 4. Shear / 5. Columnar (Split) Krazan & Associates, Inc. . . 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-01051 Cyl. Code P3078 Pour Date 3-7-2002 Report No. 2643 Weather CLEAR Jurisdiction KITSAP COUNTY Permit No. 010334-337 Project WASTE TRANSFER Engineer REX TURNER Location BREMERTON Architect IT GROUP Client ET ENVIRONMENTAL Contractor ET ENVIRO. I STEELCRAFT Field Data Supplier FRED HILL Concrete Prisms Grouted Mortar Time Truck # Ticket # 11 :30 78 41930 Site Mix Plant No. 4 Grout Flex Beams Reported Batch Data Cement Type I & II Design Actual X Ungrouted Other Mix No. ND6000PT 654 100 595 1370 % Air Slump NIA 6.5" Cone. Air Temp. Temp. Unit (F) (F) Wt. 53 35 NIA Cern. Ibs. F. Ash Ibs. C. agg. Ibs. . C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1142 20 GAL. 29.0 OZ. 38.0 OZ 20.0 OZ Placement Area Admixture A345 A340 A323 Water Footings Slab/Deck Grids E-F, 4-13 Walls Slab X Columns Grade Beams Other Air Ent. (oz/cwt.) Water Added on Job (gals.) o Pilings Other Remarks PLACED BY CONVEYOR, CONG. VIBRATED, RESTEEL PER SHT S5, SAMPLED 189 OF 220 CY, W/C=0.31 Items Inspected X Conforming Inspector D. RICHARDS Reviewed BY~ Non~Conforming Laboratory Data Cyl. Test Dia Code Date P3078-1 3/14/2002 P3078-2 4/4/2002 P3078-3 4/4/2002 P3078-4 P3078-5 P3078-6 P3078-7 P3078-8 Remarks FR # 5820 Results Reviewed By ~ Codes for Break Types: Age Dim. 7 4XB 28 4XB 28 4XB H 4XB Area 12.55 12.58 12.58 12.58 Design Strength 6000 Length Max. Compo Load Str. (psi) 78340 6,240 98730 7,850 103180 8,200 98460 7,830 Date Specimens Rec'd. 8 MAR 02 Tested Break Test Method Set # By Type TR 1 ASTM C39 X TR 1 C-1231 X TR 1 Other TR 1 Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed 1. Cone X 2. Cone & Split Jl 3. Cone & Shear L 4. Shear / 5. Columnar (Sp,") ~~J<razan. & Associates, Inc. FIELD REPORT NO: 5993 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ''?:, '_.~ \ - (:) ~ PROJECT #: \ Ci (C"l - G \ OS l PROJECT: '\..~ PtS'\"t_ '\RA~~~~~R CLIENT: 'E'"C ~~\J \ R.O 'J KRAZAN PROJECT MANAGER: "7':.~ CONTRACTOR: ~-r E~0LR0, /~l~E~RAP\ JURISDICTION: \" C,S.A 'P c:..C:)l)1U'T "t' PERMIT #: INSPECTOR: WEATHER: D - t~.. \.C-~A-R..t:> S o ,C , TEMP: Y-QQ U\)..:J 'S'(,~. A ~ Q5=-~u..~S\St':> ''\0 ~R~OR.l'f"\ \ ~<S%~-C-\C)N ()~ C'C"Jt0JC':R.f.:\E/ tr>LAe_~_t::> R'i<.. ~LA~ \Dc:-C\..~~~~ GR\t::::> L\~E~ C...:-E,/"\'-~ . 'S.U,_~V't\~ ......... ,,-;~ I' C J ,,~-~\ R~~(-\E wA ~ '::") -~. J-\-~\:;) s.E.\~ CF 1'\ u ..I X. <::}tl C. '- l' ~ c..YLl/IIJt",:)~\K~ 't=oRO\'Y\PR.F~~\\.~~~ S'\R~_~(~~ ~~\JALl...\.A...,\a\.'-.J - K,s::\ ~~aR~\.~;", ~~~L \..}.J A. "So ?R E\.l lC:)L\.;S L'-( \ ~ 'S:f'SC:'''CE. D . ALSO \ ~ ~? EC''', E.-D ~~_ \ ~~O~\~(".--- <'::~99L fuR. u..JPtLL \'38"~E~"~ (~~\t""-. L\~~.~ c:.. - D ) \ ~'- \ ~', P\ L~ ~ 'i:~c; L '-~ ~'" ~ LA.~.ED ~_~ \"'::> ~ A \~_l G_ A. ~'"">.~~._.c~_\~';,\,.._~~8-,,-"':::; 0 t=- '~S \-:::>R~~\~c:,,~ << ~ To the best of my knowledge, the abo.JiivA~AS NOT performed in accordance with ~roved plans, specifications, and regulatory requirements. Superintendent/Representative: Tec~~~ ~ ~~ '~ 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd A ve. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~ ~Krazan & Associates, I,nc. FIELD REPORT NO: 5970 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ;28 ~ 0 "- PROJECT #: / D6 "" 6) I tJ,S" I PROJECT: W4.rrb -a~~;;~ r;f-? CLIENT: Er ;;;,vf/IIt~K~1'7K.. KRAZAN PROJECT MANAGER: ,'JbU P CONTRACTOR: If"- $-#1/" JURISDICTION: /.(r 7J-#/ c", PERMIT #: tJ /- /'Y:J -r Y INSPECTOR: f. ..)55/, Y WEATHER: ~ eM r TEMP: .s~ 5 ~h' .Y/r~ ~te &,v-~~ :P~cL~~A/ r .+r C/#vdfJY willa J ~~/{) /..1 ~ /7. A,~~ c:r ~R+,i!..'o4 t>"" ~~/) H"U--,;u:/X hfc,ltJ~t:) t:-Vft-S: ~CAc.eiJ 1/'1 {"f,cr'.> VI,," ~()~ r'ec.#\1: AlL r~,v~T..L. U}Ir1.r 1// BMrx:e.) (h/l... tJ:;N$""U~"'7'?~,y: RA!/N~r'/L'U/A:Arr #.d:,o /S',</5K ?/Zt~V/dl(J'yI .INf/~/&I), Rrp~C/C . C',"V c-I'Z~ /7'E. /1" ~PtJ 12 r C/l ~1 r 3' n /f 7?&.r r "'/J-7'A .I ..... To the best of my knowledge, the abovetfj) WAS NOT performed in accordance with Superintendent/Representative: Technic' n: ~ pproved plan ;, spe ifications, and regulatory requirements. ~ (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th Sf. NW Suite 106 Auburn, VII, 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinvi/le, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 --- -Kr fi';~ azan - - - ~~~{gnw~l I J~ .MAR 1 3 2002 .3 & ASS 0 C I ATE S , - BREMERTON G E 0 T E C H N I C ALE N GIN E E R I N G EN V I RON MEN TAL EN GIN E ErwlWI~G DEPARTMENT . CONSTRUCTION TESTING & INSPECTION March 8, 2002 KA Project No.: 106-01051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, WA 98367 RE: Waste Transier Stat~onlPt. OiBremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: February 19 February 22 February 25 February 26 March 4 Field Report No. 5773, 5763 Field Report No. 5803 Field Report No. 5805 Field Report No. 5807 Field Report No. 5815 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. PS:dc Enclosures CC: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 5773 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: If' ,r~11 ;;2.6o~ . PROJECT #: I ~L, - tJ I tJ 6"'"'1 PROJECT: ~,f; //lj}NfFc::.e. ~t..lrY CLIENT: &..r .6NIIIRtJH /)1~77I-L KRAZAN PROJECT MANAGER: 5 YJ1$ CONTRACTOR: ~7E#lIjf~ULCl<4'&r;I %J! JURISDICTION: ~ ~~ Ce> /13<.15"""'- PERMIT #: - JJ3') INSPECTOR: !iII//'/' .ftC.€L WEATHER: ~uAI< TEMP:--Yt7 S tJj\/ sl'rt€ A:f /C~U~sU~ '10 ~8fCA.//e::. ?~t!)r~~A/G t!)~ . ?7lA--At~~ SrA-r/L!J/\( SLI4-I5 .stAl3((;flA.~'€'. A- /uuV ~AZ>O) If) Y.4~'; .l>utt1/:J rAucl( w/rH A- t2~.JS' WOC,t.lT t:)~ ..r~. ~t:JtJ 1&.1'0) W,+.s '^~,t;" -n:> /,/l4POr~L-L -r#.L. SC.Ad rA~-CA.. A//M'<'. 9S'p6 ~,,c A~~ ~S' d;1/~iJ A1Y '"7#~ F'~~t:)U. ~U{L ~S ~AP ~&IA.../PUA-6/V r 81<. at"""r~/~L .>nc.K4:,LJ~ r#€:f1E /f,e.c,4.S . UJ~d..tf:.. IJiSeA.-~t,L-Y ~S$EA.Vt:.j) A-NL:) tV4LJ(/C/J tJt/6/< ,t(}N/) jJLr~/N'A;/) -rt> 8r- ~p s4-#(~ ~J)NiJlr/a# /JS /JR}Aoz:At r- A~~A5 fUA1'" aJiL~ k!,,//-€~. H~ L)EJ~-L~dH ~~ .s~t=A-cr , tt nt~ t1'.ds~,2t./5.L) 147 AA/~ L~eflr/t::JH, filL L-bt/tf?TJ/ d'~ 7/~ ~#A-T '/"//A:- Ju8G"~ ~s KLEN 1# jPL/yc,C. t()/r;L/ l2~uL.4-,e -r~If-#/G ot/~ r#tC ~A/77,eL. 8u/l~c/z" ALsc!J ZcL u/,71Z-,fg..r;li:J' ?"#Ar N<J .s~ff ~f ~ jJ,eI!/6'J/~ To the best of my knowledge, the abo~WAS NOT performed in accordance with the a ro Superintendent/Representative: V Technician: " pia". ,p~,. aod ,eg,lato,>, '''''kem.~. (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 5763 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS ~\3> CONTRACTOR: E\" E./'VUL'KO-/ ~""tE~Le?..AFT JURISDICTION: \<. \.-C-~? C~OUN-r'i PERMIT #: INSPECTOR: WEATHER: D ~ ~"c..I8.A~DS 0.. C- TEMP: Lfoo a-\C\...-o~ \O~,- O\ct5\ ~ A.S'\S:::'\ ~A~~~E',R ~- - CLIENT: t: \ r J,\J v t 1~ . KRAZAN PROJECT MANAGER: DATE: PROJ ECT #: PROJECT: C)~ 'S;.\"Cf: A5-.,. ~~~L'-~~~~t> ,c> Pf:~RFORW""I \~"S..?~.C":L \.D~ oi= CON('.~FT~~ ~LA("'>:l:"'> FoR. SLAB ~>='T\.':'F~-~ hRI.~ L\.\).:~>=-5~ ~- C J C\-l \. ~~~ P '"t:,'/. ! t . '" C~ H. ,F~, ~.s:~b&.:::\~ ~~RE~ ~ 'ToS.. ~A~\"""\} II H 1.-\ ){ '& C>t U 10 ~>- ~~ ~ y: n~ C'.D irY\ P R.f-s.,.~\ \.l 6- ~R~k",(-;',~ ~\JAL.UA,\oa...'\. Q~_\~F()~t' ,\~'r~ ~F--,fL.- ~A." ?R. ~ \HCLlSL.'1' \~~~h,"lf:_~_ ARR\.\.'~- -,. ~ \\~ L- ~ A 1/ l::.- - To the best of my knowledge, the ab€SjWAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TeCh~~ 9' ~ ~ )-AJ ~~ tG 1501-15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 t9501144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~l<razaIl & Associates, Inc. FIELD REPORT NO: 5803 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: :::J. - ~~ - a:l PROJECT#: \ (""l\.n....C)\o5 \ PROJECT: ~ ~~~, \R~~~~FQ CLIENT: ,~\ EiU 0 \ ~c , KRAZAN PROJECT MANAGER: '"'7) R CONTRACTOR: 8\ E,~\J \;R.a "I ~\:~~_l..(~J.~~-r JURISDICTION: \<;, \~SA.? (D\J ~\'t PERMIT #: INSPECTOR: WEATHER: c ~ \=< \C-\:-\ARD'S RA \ ~ TEMP: '-\ ~., C)\..') ~t"'(~ A"S. R<;(~1..\9~~b 'C> ?~_R~(,)RVV'\ \~~~~:\.\C'l~ of R~\~F~{" \~('J ~>~_L PLA.C",):D ~e)K ~LA~ ~S"\:'"i..,-,,s;?=:~, C-...~ \C> L\~~,~ C~ - E.. ) \ -'-\ . '"Au- Q~\~-rORC'l~C;'" ~EEL. ~A.~ \~"S...?f:~- E.o ~~'C::> ~c~~\":'::. ,c, ~?---' <?LAc.~_\'::> ~_R. ~"S<;:t ~ ~ C~ ,t-\~~ ~R~~\e..Y~~ (<#5 J:3A~~ ~ \ "II c...-<;;'JtS\~ R,5-.. _ EA~ ;A.~'D~"\S:)s'\") ~ I ~"(:t...\.\J~ L$A\J~. -- ~~ '\~ ~ To the best of my knowledge, the a~WA~AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Tec~~~~ 215 West Dakota Avenue Clovis, CA 93612 (559) 348-2200 1501-15th St NW Suite 106 Auburn, WA 98002 4231 Foster Ave. Bakersfield, CA 93308 (661) 633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 1025 Lone Palm Ave.#8G Modesto, CA 95351 (209) 572-2200 19501 144th Ave. NE #F-300 Woodinville, WA 98072 545 Parrott St. San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave. Vancouver, WA 98662 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 @Krazarl & Associates, Inc. FIELD REPORT NO: 5805 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~ - ~ s-- c ":J,. PROJECT #: \ <3 ~-O \ 65 \ PROJECT: ~~ 'A.~"""t"~ \~A\..Y<;" F~_~ CLIENT: E:\ ~ ,..Y\..H (:to v KRAZAN PROJECT MANAGER: ~ ~ CONTRACTOR: & ~~\)rRG ..; ~"\'~-~L~RAF-T JURISDICTION: ~~SAP Co\.ll\.J..-'T'f PERMIT #: INSPECTOR: WEATHER: D '- \'< "c >'\4:A ~ t:> ") eLf: ;.t.R TEMP: 400 - a~ ~\\~ A.~ ~ f (~l.l..~_~\ ~)C) '~J ?F-.R~C')RLY'\ \~-S?? ~'"l\~~ n~ C'Gl'.:lc....RE:n:"..; ~LA('s:: D 'F"GR ~l .A~ ~5=-~\.,--",S:>~ ~Q \..~ 'L\'~~~ l,-t:::., \-4.. <;)L0\1Y'l~ -e - -:::.^.... r.:-:' I.ll C -"'\ - \ ~~~ \. \,-~~G,c__ '---~'A.~ " ....'Q ~ A~"\. ~ ~E--r""') Dr L\ L' tI o(! A I l x. ~ ~ YL\"'\-::>~J.~~ ~nR- ~\:,jt"i\...P~ fS~\\J~..... ~ E..~C..... ~ ~v t\.l U p..." \.OlV" R. ~ n..'J f=-(,W<.~-11J l., ~\;::,s\.... ~ ~~ f>~ S; ,\) lC-,\:rS~l~ ,...........""'".....'P ~.c.!T~,D.. 00 AR.~\vE, -- l ~ l""'\~ L'fAVE. ~ ~h .~. <,) To the best of my knowledge, the a~AS NOT performed in accordance with t approved plans, specifications, ~'~d regulatory requirements. Superintendent/Representative: Tec~ . 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave,#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Pou/sbo. WA 98370 19501 144th Ave. NE #F-300 Woodin vi/ie, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 5807 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~ - ~L.."'" 0-:>" PROJECT #: ~ (, lc - () l05'1 PROJECT: ~ A :-s.'""'t'~~ \R.A~~VE~ CLIENT: ?!-7\ f i"-' U , n.. c . KRAZAN PROJECT MANAGER: ~ 8 CONTRACTOR: U ~;J-\J"'R.O.. ) ~Ef_u.:-RAF\ JURISDICTION: ~ ",::SM.(=> CCUI\J'I't' PERMIT #: INSPECTOR: WEATHER: o-.'R lct-tARDS C L-~_AR.. TEMP: L..f 00 ~~ ~\\> A~ R~{~t.\E.S\,>:~ ~C'} PP'RFoRN"\ ,,~~?~e.'T'\0~ l"r C010e.RFfF PLAC~h FoR ~LA..R. ~'C.:\~.fE-~ G:,R.l~ L-\ ~~,. C,~D I \~-\\ ~ SLUrY\P \~<\ R p..,~c..~ ~AS 411_ s't Ii-' C.A~41 yl?X ''is'' ~~c...l~D~R-s. ~oR. CX:H"'{'~~~~~'\!~ S'\:"Rce~[~~ E,VA-LL\Ac\\C~. ~~lr0FoRc..'l\)G b\"E~.L v..JAS \~~~Fr-"":r~D A~ ~ 'FO~~D '"0 ~c.... PLA~_D \'F.\L $,t:\~f.-r ~.5 of\\:\~___ t::>RA~l'J0C~'S- A~R\V~- l~ '"3,0 L'Z.AV~ - \\- ~ To the best of my knowledge, the a~ W~AS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: Te~~ . ~~" 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento. CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 I .' ~KrazaI1. & Associates, Inc. FIELD REPORT NO: 5815 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS DATE: 6- L\, - 0 ~ PROJECT #: \O<.r-- 0' 0 S \ PROJECT: ~ ~$\E.\~~~'\=F~ CLIENT: ~ ~~ \J t RO . KRAZAN PROJECT MANAGER: ~ ~ CONTRACTOR: EX E~'\i\~0. / ~r$=_LC..R.I'\\=-\ JURISDICTION: \<.... \.,~ AP ('" c.;\)kSl'1' PERMIT #: INSPECTOR: WEATHER: D ~ \=<. ~CC\~~D S p, c... TEMP:,-/:<. 0 C)~ ,""&,,c;;. AQ.., ~ Eae>\ '\.F..s\~~ 'C'l ??-~~C~1Y'\. \ ~~\?rC'::'i: \.G~ osr (,C')~'C"'R ~?-~ ~LA.C ~Jf::> Fot=< ~~ ~ 6~~~~ ("....,R \.0 \..-\ ",-""s:.,<"" \ ~- \ S L- L L~ . SLL)1Y1~ \' ~.S\ \<..~x:(::7 ~ 'A., l..\ '/~ \ '\0 t; It. t~A.~ L\ L 24" 'X.. ~ r C- Y L1 ND:;:_~<::'" ~nR ~G\N"If'R~s.c::;\ \J~) ~~~"-.jC~~ F VAU...1A\\(')~, \=<.?-\~RJ'Re.\~ ~\.?=-El \.>...'1A..":;. \-v-.) s.~~i":\.~"~ ~~ ~O\.~~"- ~Q.l ~ ~LA~~ i"::> P~R ~~\J=.2\: ~-S o-l=' ,\\.f.... t=5RF\~\~G;,S . ARR\\J~""" [Q:: L ~A V c-- - '1 ~ ~ To the best of my knowledge, the abof;;tvA~AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: T~~ 215 West Dakota Avenue Clovis, CA 93612 (559) 348-2200 1501-15th St. NW Suite 106 Auburn. WA 98002 4231 Foster Ave. Bakersfield, CA 93308 (661) 633-2200 20714 State Hwy 305 NE Suite 3C Pou/sbo. WA 98370 1025 Lone Palm Ave.#8G Modesto, CA 95351 (209) 572-2200 19501 144th Ave. NE #F-300 Woodinville, WA 98072 545 Parrott SI. San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave. Vancouver, WA 98662 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 , (?~Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 11,2002 KA Project No.: 106-01051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 D}~cg[gD\\f~~ Jl MAR 1 3 2002 d BREMERTON BUILDING DEPARTMENT RE: V/aste Transfer Station/Pt. Of Bremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: January 4 January 10 January 11 January 17 February 1 Concrete Report No. 2534 Concrete Report No. 3995 Concrete Report No. 3942 Concrete Report No. 2541 Concrete Report No. 2603 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, p~J4Manager Peninsula Division PS:dc Enclosures cc: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 _ Project No. 1 06-01 051 Weather CLEAR Cyl. Code P2842 Pour Date 1/4/2002 Report No. 2534 Jurisdiction KITSAP CO. Permit No. Project WASTE TRANSFER Location BREMERTON Engineer Architect Client Contractor ET ENVIRO. I STEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data CementType TILBURY 1 Plant No. 04 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. M4060.1 566 Time Truck # Ticket # 1 :30 60 % Air Slump 4.5" Cone. Air Temp. Temp. Unit (F) (F) Wt. 55 50 N\A Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1967 Footings SlablDeck Walls X Slab Columns Pilings Grade Seams Other A323 A340 1375 16.0 80.0 44.0 Sand Ibs. Water Placement Area Admixture Other Air Ent. (ozlcwt.) Grids CURB, B, 7-9. WALL 13, C.5-E. GRADE BEAMS 9, 10, 11 & C-11. -y ~ / <) Water Added on Job (gals.) 10 Remarks PLACED BY BUCKET, CONC. VIBRATED, Items Inspected RESSTEEL PREVIOUSL Y INSPECTED. SAMPLED 45 OF 81 YRDS. X Conforming ... - - Non-Conforming Inspector D. RICHARDS Reviewed By ~ Laboratory Data Design Strength 4000 Date Specimens Rec'd. 01/08/02 Cyl. Test Dia Length Max. Compo Tested Break Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type P2842-1 1/11/2002 7 4X8 12.53 63100 5,040 SK 1 ASTM C39 X P2842-2 2/1/2002 28 4X8 12.58 80440 6,390 TR 1 C-1231 X P2842-3 2/1/2002 28 4X8 12.58 80150 6,370 TR 1 Other P2842-4 2/1/2002 28 4X8 12.58 82000 6,520 TR 1 P2842-5 Compressive X P2842-6 Flexural P2842-7 Test Results P2842-8 Conforming Remarks REFERENCE FIELD REPORT#:5433 Non-Conforming Results Reviewed By 'Xl Date Reviewed Codes for Break Types: 1. Cone X 2. Cone & Split I 3. Cone & Shear Z 4. Shear / 5. Columnar (Split) Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 ~ P'roject No. 106-01051 Cyl. Code P2851 Pour Date Weather OVERCAST Jurisdiction PORT OF BREMERTON 1/10/2002 Report No. Permit No. 010334-0337 Project WASTE TRANSFER Engineer Location BREMERTON Architect Client Contractor ET ENVIRO 3995 Site Mix Field Data Supplier FRED HILL Plant No. 04 Concrete X Mortar Grout Flex Beams Prisms Grouted Other Ungrouted Time 8:20 Truck # Ticket # 74 40030 Conc. Air Temp. Temp. (F) (F) 55 45 Unit Wt. N\A %Air N\A Slump 3" Placement Area Footings SlablDeck Grade Beams X Walls Slab Columns Pilings Other Grids BEAMS ALONG LINE B, 6-7. Remarks PLACED VIA CHUTE. VIBRATED. STEEL PREVIOUSLY INSPECTED. SAMPLED 6 OF 9 YRDS. W\C=0.43 Inspector J. GORDON Reviewed By \! Design Strength 4000 Laboratory Data Cyl. Test Code Date P2851-1 1/17/2002 P2851-2 2/7/2002 P2851-3 2/7/2002 P2851-4 P2851-5 P2851-6 P2851-7 P2851-8 Remarks REFERENCE FIELD REPORT#: 5342 Results Reviewed By ~ Reported Batch Data Cement Type TILBURY 1 Actual X \ Design Mix No. M4060 Cern. Ibs. 566 F. Ash Ibs. C. agg. Ibs. 7/8 1910 c. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1346 Water 19.1 Admixture POL Y-H 48.0 Other Air Ent. (ozlcwt.) 3.5 Water Added on 10 Job (gals.) Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 01/11/02 Test Method ASTM C39 X C-1231 X Other Compressive X Flexural Test Results X Conforming Non-Conforming Date Reviewed 1. Cone X 2. Cone & SpHI r 3. Cone & Shear 6 4. Shear / 5. Columnar (Spill) Dia Length Max. Compo Tested Break Age Dim. Area Load Str. (psi) Set # By Type 7 4X8 12.53 46290 3,690 JLM '1 28 4X8 12.53 58950 4,700 TR 1 28 4X8 12.53 63340 5,060 TR 1 H 4X8 12.53 60980 4,870 TR 1 Codes for Break Types: Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 v Project No. 1 06-01 051 Weather OVERCAST P2869 Pour Date Report No. Cyl. Code Jurisdiction KITSAP CO. Project WASTE TRANSFER STATION Location PORT OF BREMERTON Client 1/11/2002 3942 Permit No. 01-0334 Engineer Architect Contractor ET ENVIR. Field Data Supplier FRED HILL Site Mix Plant No. 04 Concrete X Grout Flex Beams Mortar Prisms Grouted Ungrouted Other Time Truck # Ticket # 9:45 60 40100 % Air Slump 5.3 4.25 Conc. Air Temp. Temp. Unit (F) (F) Wt. 62 47 N/A Placement Area Footings SlablDeck Walls Slab Columns Grade Beams Pilings Other Grids INTERMODAL YARD TANK SLAB REINFORCEMENT PER DETAIL Remarks PLACED VIA CHUTE, VIBRATED 9 OF 11+ YDS Inspector P. SEELY WIC =0.42 Reviewed By ~ Reported Batch Data CementType TILBURY Design Actual X \ \ Mix No. M4060 561 Cern. Ibs. F. Ash Ibs. C. agg. lbs. C. agg. Ibs. 2 C. agg. Ibs. 3 1901 Sand Ibs. 1348 16.5 GAL 800Z 440Z 3.5 Water Admixture CL 3000 Other POLY Air Ent. (ozlcwt.) Water Added on Job (gals.) o Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 1-14-02 Tested Break Test Method Set # By Type SK 1 ASTM C39 X TR 4 C-1231 X TR 2 Other TR 3 Compressive X Flexural Laboratory Data Design Strength 4000 Cyl. Test Dia Length Max. Compo Code Date Age Dim. Area Load Str. (psi) P2869-1 1/18/2002 7 4X8 12.56 38040 3,030 P2869-2 2/8/2002 28 4X8 12.55 56320 4,490 P2869-3 2/8/2002 28 4X8 12.55 56640 4,510 P2869-4 H 4X8 12.55 55480 4,420 P2869-5 P2869-6 P2869-7 P2869-8 Remarks FR # 5425 Results Reviewed By t:/? Test Results Conforming )( Non-Conforming Codes for Break Types: 1. Cone X 2. Cone & SplU r Date Reviewed 3. Cone & Shear 6. 4. Shear /' 5. Columnar (Split) ---' .,....- \\ " Y.':;"'l'_:"./~':. Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 . y Project No. 1 06-01 051 Weather OCAST Cyl. Code P2891 Pour Date 1-17-2002 Report No. 2541 Jurisdiction KITSAP COUNTY Permit No. 01-0334 Project WASTE TRANSFER STATION Location BREMERTON (PORT) Client ET ENVIRONMENTAL Engineer Architect Contractor STEELCRAFT Field Data Supplier FRED HILL Site Mix Reported Batch Data Cement Type TILBURY I Plant No. 4 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. M4060 .1 563 % Air Slump NT 4.5" Cone. Air Temp. Temp. Unit (F) (F) Wt. 54 39 Cern. Ibs. Time Truck # Ticket # 8:20 74 40269 F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1883 Water 1348 17.4 GAL. 44.0 OZ. 40.0 OZ 3.50Z Placement Area Footings SlablDeck Walls Slab X Columns Grade Beams Admixture POL YH Other POZZUTE Pilings Other Air Ent. (ozlcwt.) Grids OUTLOAD SLABS: CONCRETE PLACED VIA TRUCK CHUTE, CONSOLIDATED BY VIBRATION Remarks REINFORCEMENT #4 @ 12" EA WAY ON DOBIES PER STRUCTURALS, #5 CAGES AROUND DRAINS. 9 OF 36 W/C= 0.42 Water Added on Job (gals.) 5 Items Inspected X Conforming Inspector P. SEEL YIG.R. Reviewed BY~ Non-Conforming Laboratory Data Cyl. Test Code Date P2891-1 1/24/2002 P2891-2 2/14/2002 P2891-3 2/14/2002 P2891-4 P2891-5 P2891-6 P2891-7 P2891-8 Remarks REFERENCE FIELD REPORT 5520 Design Strength 4000 Date Specimens Rec'd. 1-22-02 Test Method Dia Length Max. Compo Tested Break Age Dim. Area Load Str. (psi) Set # By Type 7 4X8 12.53 51190 4,090 SK 3 28 4X8 12.55 61020 4,860 TR 1 28 4X8 12.49 59970 4,800 TR 2 H 4X8 12.51 60430 4,830 TR 1 ASTM C39 X C-1231 X Other Compressive X Flexural Test Results X Conforming Non-Conforming Results Reviewed By ~ Codes for Break Types: 1. Cone X Date Reviewed 2. Cone & Split I 3. Cone & Shear 6 4. Shear / 5. Columnar (Spl") ~ , \ Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 . . f>roject No. 106-01 051 Cyl. Code P2944 Pour Date Weather PARTLY CLOUDY Jurisdiction KITSAP COUNTY Project WASTE TRANSFER STATION Location BREMERTON, WA Client 2-1-2002 Report No. 2603 Permit No. Engineer Architect Contractor ET ENVIRO./STEELCRAFT Field Data Supplier FRED HILL Concrete X Prisms Time 8:15 Truck # 70 Mortar Grouted Ticket # 40765 Grout Ungrouted % Air Slump 4.5 Site Mix Plant No. 4 Flex Beams Other Conc. Air Temp. Temp. (F) (F) 53 40 Reported Batch Data Cement Type I & II Design Actual X Mix No. M4060 563 Cern. Ibs. Unit Wt. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1883 1344 18.0 GAL. 40.0 OZ. 44.0 OZ. 3.5 OZ. Placement Area Admixture A323 A340 A350 Water Footings Slab/Deck Grids B-C, 5-9 Walls Slab X Columns Pilings Grade Beams Other Remarks PLACED BY PUMP, CONC. VIBRATED, RESTEEL PER SHT S5, SAMPLED 9 OF 50 YDS, W/C=0.43 Inspector D. RICHARDS Laboratory Data Cyl. Test Code Date P2944-1 2/8/2002 P2944-2 3/1/2002 P2944-3 3/1/2002 P2944-4 3/1/2002 P2944-5 P2944-6 P2944-7 P2944-8 Remarks FR #5600 Results Reviewed By W. Codes for Break Types: Dia Age Dim. 7 4X8 28 4X8 28 4X8 28 4X8 1. Cone X Reviewed By <17 Design Strength 4000 Length Max. Compo Load Str. (psi) 37250 2,930 63480 5,040 61030 4,850 63690 5,060 Date Reviewed 2. Cone & Spl" I 3. Cone & Shear 6 4. Shear / 5. Columnar (Spl"J Area 12.70 12.59 12.59 12.59 Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 10 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 2-4-02 Tested Break Test Method Set # By Type TR '1 ASTM C39 X TR 1 C-1231 X TR 1 Other TR 1 Compressive X Flexural Test Results Conforming Non-Conforming ...,..., -;~ ATTORNEYS AT LAW 600 KITSAP STREET, SUITE 202, PORT ORCHARD, W A 98366 TELEPHONE - (360) 876-4455 . FACSIMILE - (360) 876-0169 E-MAIL - shiers_1aw@sinclair.net. INTERNET - www.shiers1aw.com August 27, 2001 Mr. Chris Hugo, Director Department of Community Development City of Bremerton 286 4th Street Bremerton, WA 98337 Mr. Kelly Robinson Kitsap County Department of Community Development 614 Division Street (MS-36) Port Orchard, WA 98366-4682 Ms. Gretchen Olsen Solid Waste Division Kitsap County Department of Public Works 614 Division Street (MS-27) Port Orchard, WA 98366 Ms. Kathy Koon Kitsap County Assessor's Office 614 Division Street, MS 22 Port Orchard, WA 98366 Mr. James Barnard Kitsap County Department of Community Development 614 Division Street (MS-26) Port Orchard, WA 98366 Ms. Beverly Sanchez Land Title Company P.O. Box 2737 Silverdale, WA 98383 Mr. Gordon L. Walgren Ryan Sells Uptegraft, Inc. P.S. 9657 Levin Road NW, Suite 240 Silverdale, WA 98383 Mr. Michael McCarthy, PE Kitsap County Department of Community Development 614 Division Street (MS-26) Port Orchard, WA 98366 Port of Bremerton Attn: Tim Thompson, Property Manager 8850 SW State Hwy. 3 Port Orchard, WA 98367 Mr. Darryl Piercy Kitsap County Department of Community Development 614 Division Street (MS-36) Port Orchard, WA 98366 Ms. Shelley E. Kneip Kitsap County Prosecuting Attorney's Office 614 Division Street Port Orchard, WA 9836'6 Mr. Rick Kimball Kitsap County Department of Community Development 614 Division Street (MS-36) Port Orchard, WA 98366 Re: Waste Management Olympic View Transfer Station Our File No. 23743-84 FRANK SHIERS (1920-2000) GARY T. CHREY JEFFREY COX TRACY E. DIGIOVANNI D. LEE PENCE KIM D. ZAK LEONARD W. KRUSE .. SHIERS, CHREY, COX, DIGIOV ANN! & ZAK, LLP August 27, 2001 Our File No. 23743-84 Page - 2 - Greetings: This office represents Waste Management. As part of the development of the Olympic View Transfer Station a boundary line adjustment is necessary, in part to create a separate parcel for the facility that can be acquired by Kitsap County. I have enclosed with this letter a draft copy of the boundary line adjustment documentation which has been prepared by this office and by Clark Rowland of Parametrix, Inc. I would appreciate your cooperation in reviewing the enclosed document and calling me within the next ten (10) days with any conunents or concerns you may have. If I do not hear from you, I will assume that everything meets with your satisfaction and I will proceed to obtain the necessary signatures and record the enclosed document. Thank you for your cooperation. GAR saf Encl. cc~ Polly McNeill Clark Rowland ,~~%,----......,-~" \'~, ~ """'~..,.,.,.......~. ....-- ,,~~-~ :"'""""~." ,.,,""'- BREMERTON PERMIT CENTER 286 4th Street" Bremerton" WA: 98337 Phone: (360) 478-52]5 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RD 01. YMPIC VIEid TRANSFER STATION 1123012-002-1001 perm.it No: St2l.tu.s: Applied: Issued: Expires: 01-0334 ISSUED ...,....,....~ I 1 1 1 :1 ! I '1 1 1 1 ;1 I ,.. , c'" ,. Job ~~ddn LocaUoh: Parcel No: 06/1 ')1/2001 07/25/2001 0.1./21/2002 Applicant: WASrE t'lA~IAGErfENT INC 415"'2751 9300 SW BARNEY WHITE RO PORTORCHARO WA 98367 Owner: WASTE MANAGEMENT INC . 415-2751 9300 SW BARNEY WHITE RO PORT ORCHARD WA 98367 Contractor: ET ENVIRONMENTAL CORPORATiON 360-415-275Lic I: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Desc= SOLID WASTE TRANSFER STATION - NEW TRANSFER SLDG *.**I*.*.***.******.******I~******.************I*********..***************1****************** Valuation * Permit Fees: 12,481.70 Total Calculated Fee: 20,919.31 2,882,795.03 :>II' Pla~ Check Fees: B,113.11 Additional Fees: .00 * Other Fees: 324.50 Total Permit Fee: 20,919.31 *)I::::+: ** *::1( *>>:::1( **::1( ** * ** *)1( * )1(:>11'*)1( ** I * * :~; )IOI(;:I()\( )1(*1 * * * * II * ** *::+: * * >>: * * * 1* * * * *::i:*:.it *)\(;j( * ** * ::t~r* ** *:;lI **)1()1( * *:1< * *:)j~ *)/; >1(:1: * . .' ):1ECHANlCAL/Pl\.k'1BINGFIXTtJRES-- . ' ***********************************************************************************%**~****** This p1!!'r01it shall I;:>ecOm<ll nu.H and void H thll! bUilding or \,oYi, autn.::r(ixe-d by this per'l1H is nc,{; c='le~::ed \.-dt.h:i.n 1$0 d'll)'si'Yom the date of such permit, Ot. if thi$ blJ:i.ldin:;;;I l')Y\.oJOyk a~!thr;n'i1:EH';j by $uch pennH is $ll$pend~d 01' abandoned at any time after thll! \<JOYk is commencoilid" t\:)\/ a ped,cod of 180 d~l.Y$" NOTICE - 1+., is tM Ye$Pol1$:i.bilitii of the peYfnlt f1I:::tldet., r'\I:::t+" the City' of Bn?fIl>a>Y'b:m 01' Building Off'Jciel to $lee t~o it:. that~ Yl;lqui y~ il1$Pe-C:tioY'l$ aye made. TM pel'mi t holdey n'lust \1c.t;i fy the P"i.Hding Off icial when n,,;ady 1'01" inspecHol1$. Plllilure of the permit holOs>r to notify th", Buildins Official of yeqlJired in'Z>pections way rf.!>$lJlt in the$tOPP<l.!:;ie of the \.,1oY'k until ;ouch t,ime that the permit hold",y can $ul::'$ta.llti:il.b,~ to the building offici",1 that thil1? concealed \,IOrk fIlHbl'> or eXClll-s-d$ CCl,::i411 y<&quin~ment$. A'l"lY'demolition, te$til1l;l, or financ:t:al bUyr;:'p,H'l $hll,ll be boi"\'l6>.dire-C:tly by the PEH"mit 001&".,.. Failu'n., to substarrtiate c';J{'Je yequin;!'ments wHl i\""ldtt,'m"ify the CiLy asain:st any and all rS"spol1$ibility 0',' liability cOlTl1ected wit.h the C>::)l1$t"(!JcHon. I heYeby ceyt;i y that I have yei9.d and examined this peymi t andkoo\,J the $$.me to be tYUe and r:;;on/ect ,; An 'PYOViSiOl~O,f '.l~W$.a,T1d,(,)Ydin:!'(l';I:;;e$ g,;)v,j<n'nil1l;l "\:.h1$ "type o~ \~Od;Will,bE' cOII'\PliecJ with \~hl;l.th.eY specifi:d hsyein or rot. h~ na:T;rb,lj9 of a pe-rnllt doe's nett pye'Sl.une to GllV~ al..l.thQyity to vlo1ate o\'" canr~el the pYOV:U::>lCll1$ of """ othe,q~, y ',cr~t'.e9UlaHi~Jfr~tnJ~QI1 0'( tM, perlO, YlIl4lnce Of~CC.'l\'1$t)"UCt.iOll' . ' SignatuYe~;,.... . &}. .~';:__LJ!!&:i______ Dat~:.~~~____... " II .' . " :r c~rHh' th*t I am exempt :fyotnL'tM t'eql.drEl(nerrl:r~ o'r th~ st,':\te contn,.ctoy'S yegistYa;l:ti>::Jfi laiN, UllOs>Y ~~tion 3, (naptey 126, laws of 1967. I 'I . " r ':". '.. Slgna:l:.IJYe:---,-.~_.....,.....: --tm'- ---.- J)ate:,--'"'___--.:-_.___,'.:.-___~.. *...*********************** . . .' Permit C~:H!ter--Approi,ied 8}1:........~.. .._...._.. DA.te'~Z_7:_Z5,~o/ (~. , ~H~""l :::Jf.-::::.;z.:::;::x:::=~ "';2' ,-,,- ,- ...... , il<,/,~ ':~ :.: ''. ' r~ , ", ;' ~ 'j ,- ':'.. ~ "I~, \.'. . /, ~. " .-1 - ,~., d I i:. ~ . "~.~,,,.,.,,,.....,.,.-,,> ,~~~~~ ~ ._-~ . ."". .' I".'" I' I i"'l 'j ! :i , ;1 ',1 ~ ..1 1 . . I ......... .~ i . . ".~ . . ~ I ~ .~ 'I 1 I ,I ,I J j 1 .1 :', . '. ,I J I 'I 1 1 1 1 ~ .~ ~ ~ :=:=~~'JZ:.'.M:='/t/J.= =====~u===~========.=~.==.======== BREME:RTON PE,~tt:;rT CENTER ~ PERMIT CONOITI . Page: 1 ==~==~~==~==~~=~~==~~==~===~ I 'ob A . ~.= 9300 SW BARNEY WHITE RD Assr Ac:S.~t" 'lL?3012-0t,')2-1001 L.oc~.tt;;OL YMPIC VIEW TRANSFER STATH)~,1 Applied: 06/19/2001 Approved: 07/25/2001 Issued: 07/25/2001' Applicant: WASTE MANAGEMENT INC Owner: WASTE MANAGEMENT INC Contractor: E T ENVIRONMENTAL CORPORATION Descr iptioJi: SOLId WASTE TRANSFER STATION - NEW TRANSFE~BLDG . ') f Conditions: I. ~ .' " ,~ ,\" 1. A)Meet or exceed UBC Chapter 10, "Egress" requirements. C)Submit plans for both. (Fire dept review) O)provide fot fire dept.access~ and desi8~ate fire lanes.. E)Meet or exce~d fire flow requirements. see UFC Appendix III-A. F)Address numbers required per BMC 18.050 in contrasting color to be mounted on street side of building. G)Two storz adapters and blue hydrant markers. H.)FDC shall meet BHC 18.02.060 ordinance 14534. I)Rapid access box required for after hours acces~ 478-5385 for application) . J)Fire Extinguishers per UFC 10-1. J)F ire E;-::tin9uishers per UFC 1()-1. ntc((:;t C R 0 S S CON NEe T ION CON T R 0 L A) A reduced pressure backflow ass~mbly is req~ired on all water services in this complex. . Reduced pressure backflow assemblies must be installed abO\le gr()u ng in a frost resistant ~nclosure near the water meter box. Installation of these backflow assemblies protect the City water ~ystem and do not provide protection to users with.the structure. B) A double detector check valve assembly is required on . the fire s~rinkler system. Assembly may be installed inside of the sprinkler Toom. If chemicals are added to the system a reduced pressure detector assembly is required. Bypass meter must be Sensus 3/4x5/8 cubic feet XI00. Meter must be equipted with a model 505 MXU lIB. NOTE: ALL APPROVED BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPRQVED . ASSEMBL.Y LIST Af\.!D !'1UST BE TE~JTEf) AT THE rH1E OF INSTALL-- ATION, 'IAHEt~EVER t''lOVED OR SERVicED~ AND ANNUALLY. TESTS t1UST BE PERFORI'1ED €:W A CERT:tFHm I..JASHINGTON STATE BACKFLot.,l AS-SEMBL Y TESTER" TEST REPORTS. MUST BE SENT TO BREMERTOi"~, PUBLIC t.JORKS AND UTILIT,IES, ATTN:. CROSS CONNECTIOi',1 CONTROL, 100 OYSTER BAY AVE~~E. BREMERTON,WA 98312. 3. ENGINEERING DEPT. CONDITtONS1C6MM~NTS: )!IltI.'. (' . '.. .. -r;"';' r ~.. l?elmit(No:Ol-0334 Page: :2 ::: = ~ ~:::::= ~r= ~,'~!:::= ~:= ==:-,::: ==:;;;; -:;:;:.~=:= = =:===~::::::::';: i;;'~:;'c\= ~='~:::::: = =: =~ ~='';;;:': ='1::. == = ==;e.;:;:=::::.::::=:=:=:.::.: =.~;:~: ~ = =::.:: =;::-.:~ ~ -::::. -:i:.'S:::.:::::: , UT'ILITY CONNECTION' FEES ANI) ASSESSt'1ENTS MAY BE REQUIRED !)'4;?BI9R TO FINAL APPROVAL ANDOCCUPi<l)NCY' 4. /p,L'AN REVIEl'" CONDITI9NS/cm1t"lENTS: .' ". ':fi(Y r.P1rS PEr~MIT DOES. NOT INCLLlDE PLUMBING AND MECHANICAL REVI~W OR APPROVAL. THE PLUMBING AND. MECHANICAL PLANS MUST BE SUBMITTED AND APPROVED UNDER SEPARFHE PEFmITS8EFORE WORK C0t"lt'1ENCES. B) STRUCTURAL OBSERVATION REQUIRED. J'\"'~"" ,LAND USE CONDITIONS/COMMENTS: . SUBJECT TO ANY AND ALL CONDITIONS STATED IN THE DNS. (DFERMINjON OF NONSIGNIFTCANCE ISSUEO 1-10-2001.) ClonatUY~ /. ~--11A / I D.te.?,.m=P'.........~'" -...pl..,..u ~e:mit H:~~---;;---L~_- ____0 __ Un <1~" > ~..~,~,>\ """"~"' ~." I,'"~ '-"<';" ..._'--~?-,~-.~,.,~'--'_.~] ,_ '~".' v,-t' .,........ >M" <~.", ....... ""... ~~ ....... ~,~, ""'''^ ~.,. ..................._ .""............. _,.,.......".............,.w...".___ . ;,;"lj'. .' t' , 1 1 l l , ~ I 8REJ1ERTON PERMIT ;"'~ i l ~ .' . ~ ,I J '.1 .:f j "j j I I .':1 "c1 ,~ ~".' ,', ,"~- iL .> WI .. ~f~~' f t ~ r t L. t ~. I t ~ I I ... 'I" " .' "", '" c ;" .'~ ',' , ~:,':'~ . . "'~.'~""~'" , r",.""""',' .,' ',~ " :(-~.~~~~"1~' , ------~~.. " ,-; '11 ;1 " BREMERTDN PERMIT CENTER 286 4th Street~ Br~m~rton~ WA 98337 Phone: (360) 4.78,-5275 ',:i::;:t:AX: (~f60) 478-5278 9300 SW BARNEY WHIlE RD OL'y'!"lPIC VIEW TI~AN~-;'FEF:; STATION 11230 12'''()()2-1 001 ".' 8uildiil9 F'ermit No" Statu87. Issul-?;ct:: t:: >': j::l i Y" ~~ 8 :; 01--033.4 ISSUED 07,/;2\:)/2001 01,/2' 1. /~ :?()().? R E QUI RED INS P E C T ION S Item: 01100 FOUNDATION-FOOTINGS Dept; 8L.DG Division: Item: 01200 FOUNDATION-WALLS Dept: BLDG Dl\/lS1.0n= Item: 01400 t1ECHANICf>IL . Dept.:: BLDG Di\!:is:ic"ll: I'tem: 01500 PLUl'-'I8H,jG GROUNDIAIOR\< Dept: 8UXi Division: Item: 01600 PLUt18ING ROUGH--IN Dept 8LDG Divi~siGn: Item: 01700 FRMlING 8LDG [J i v .i s i Oil :: Item~ 01800 'INSULATION Dept: BLDG Di\./.ision~ Item: 01900 S,HEETROCK NAIl_TNG Dept: 8LDG Di\/i:,;"ion: Item: 02:1S0 .CROSS CONNECTION CONTFWL ,- C R() ~~ '~) (:(~ Di\/ision: .\....< ", Item: 02:701 FIN?'iLM-FIRE Dept,: F I f;~E D1\1.1::':1.o1':: Item: 02300 SEltJER ' Lf>ITER~)L Dept:: PU81,JORt~:S Di\/ision: Item: 02/702 F Il\IAL--Pl,}8l.,JORi<'S, Dept: PUBIAiORKS Division: Item: O:2S00 LAt'-lDSCAPING Dept..: PLANNING D.ivisi.c>nr. I 'cern: ()27C1() FINAL-'-SLDG Dept~ SLDG Divis1.()n:: ~** ** ** * ** *' *** *'* *' * '* * *' .t* * >t< )1<: * *' * **',~( * * ****~t: *' :l::~, * *** *' ** *'*'* ** * ;j,; * * ** * * *' *** * ,* ** *:+: * ,* ;I( * '* * * ** TESTING: SPECIN2,P: l^J~:, : .r~~'. t"lust be reco!;!r1i;:::ed the l,)ashlni;lton Associat,ion of Buildinq Officials " , ~ j"1ust b€'; n:'lgi8t(~'(ed \;.~idl the SUl,t0:: of Otto; . State of WA Dept. ofL and Industries 478-4921 8remerton/Ki Hea Disttict 478- .~i f.i1:J_' NS'~ECTIONS.PEPFOR\VIED 8'1' THE CIfYOF 8PEt"1EI~TON r.1UST 8E SCHEDULED THROUGH THE PERMIT CENTER. (360) 478-5275. ***:::*::::*t: :7:*.*~'~~*;** m*~:~ *;* ~** mn,r*****, **' '* t*m, *' gnatuye _~~~__ Dat.e:..___._.__.e_..__. , .1 'I ~ " , I I I t I '. :: . "'1'" "~""-,-"-'-._._,.-,~"'-~,~- -"'''---''''-''-''-1 . ,I I I I I J f f J, :-~ ~,- -. ,-,-,,~_. ,;~~:~~;;;~~,~~ ,r 'Z~~'"~':;~:;'1:~.~':,;';11~;1~;j' ~********~*********~~****;~* ",I." ,~'" **************************~****** Amount 11 (,i i wf):l::;;, r.l Pf:::Pf"'lIT 11 ::~~3() 1 ::,~,J 'iI"lPrC . . rt~>~l ~~ F1a. F:-: rn t"' :::~ 2:, <:~ ,'1 <) 1 \~ '~. '3 ~i ~:: c-' '\ f~! '~?" "t 1 ~~~~J~El ~4() f3:e,l} ~~i, nC.,t~ ~ '~** it; *, ~t: ***:t:. ;~",*:k "'" ********~**~****** **** n-;\. L ~ 4 " ~:~(} .'-c. ,"">1 ,~ I .~ '- .~ ~ ~," I \l~/\',f (~I(l "'. ~. i I ~ ~ j 1 ;i ~ I 1 1 ,- ~"p~.:t~j~\", .'" 11 ~ CITY OF BREMERTON · 239 4th Street. Bremerton, WA 98337 CITY OF BRE~ERTON DEPART~ENT OF COMMUNITY DE~ELOP~ENT Ju 1 17, 2001 WASTE MANAGEMENT INC 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 SUBJECT: Application No: 01-0334 Site Address: 9300 SW BARNEY WHITE RD NEW TRANSFER STATION Your building permit for the above site address is ready to issue. The balance due is $ 11,266.40. Permit Center office hours are from 8:00 a.m. to 5:00 p.m., Monday through Friday. Please contact me at (360) 478-5275 if you have any questions. Sincerely, Valarie UrA.~~' Building and Development Specialist * Equal Opportunity Employer * ! ;1,\1';';' ';;B~~:~4i~;g::~i~~:z:.;~W~~":'::;:;-:;~~;~ ~r;;;i' P,l!reti!le"';'"~f: 86{)~"478:';';5275'\"'! i};(FA}("i' "'(360l) ;4'78-527$'" ~i;:;~~i'~:;~~~:;;'~Y::I>f;;~~~,~ILD~NG"PERMIT -.' . "'!permit H".;OI"ll33,4, ..... i~'.;:,.:.;:",~o...~a'~iI..~~?:'104'YMP~,e..,'it;!El1$." .;FRA~S. fER.STAHON Status: . PENDING l.."" .e'l!li;~e.~,:,Nq:..;;.:1fit2.Q.QliB"",;002~:iO<n "'. ....,App lied:, 061:19/2001 .Issued:"';;'0. ~,''':!~p';H,(;}atl~~.~l';~A,S1f,;lZ:',;~A'NAG€ttENT . INe:: .;:.415-2751'" Expires: ;.';:,ilf't,t!,:~(jO:~W;;BARNEV'!WHITE "RD PORT'. ORCMARllWA .98367 ,! Own~:r;!..411A.$T8,d1ANAGEMENI;;,rNC . 415:""'27$1' ;.;:!,9g0~:,'SW:.,BARNEV ,WHITERO, P.ORT.'QRt;;HARD;.W'IV.9f4367" ;';OQrrtJFa~t9r~)J;:E';f;J;;~~V.:fRONHENTAL:CORPORA HON ,.S60-415:-2i;S:lic # :ETENVC*051NilExp: 01-09-2:002 }!"i~300,$I1l::BARNEY. WHITE 'RD \PORT ORCHAROWA 9Q;~6i''' ....,',.subco1"l:l:r:,,~'.,;;'J'F. ' . . t:~,. 'oe$Ci.;:$0L,\i'D'f~~SlE: ,1RANSfER .ST'A rrON '-:. NEW,'TRANSf.ER . BLDG. , ~;,l,;;i~'*'~*;~'**~*'t*.*}I(.~,IKlI::*~}li!k*lk****lk** ******* lk**)k* ************************'IOk*******'****************** ,':i;~i~:~Vi<q~il;4lt~~il~"{;~P}" . "',Permit', Fees: ,;,12 i;:481 ;;70'.1' ot al calculated F ee ~ >. ,20 ;,919.31 bf\';~~;;,'iJJi88a!i;~~;!i~}~~rt:~r.~fl~::j;:'~~~~'~~::~~'~~::':~"" . ';~~;'i'~:;;,;~.~i;i;;i ',,IT:~~i t;~::r~f~::'~,:j:" "....20 ;, 19 . ~.~ . rt~;::~*,~J~'lI(~~"~~~~'*'.~~:*'*\t.*****'*\**lI::**********;lk***lk*lk*}j(***lk* ************************************** ~t~;{__~/lI~,pg.~GJi\lf~~~$;~:". (';:'i:;"~'f F\LL 6-l q-al s \ ) f~~~~!~~~~~~~.!~~i*~~~!!k~;~*~*%lk~~t*lJl**~*~**!****'**"**t~******;<<***lk*********,*u**.****lIOI,*;lI:****.. t:~~~::~=~~t;=~t:~~~~;::~,~~~~~:~::;;;::~:~~:H::::i~~t:~s=~~~:~~;;~'; =;.::~iri " i!;~1~:.abilli~~di0ii'i~:;arl,V~:fi~t\atte',t,t.~Ji.~l"1('1$ ~ed foy' a"'plt'yioct of';lSO' days. ~>:: Ndt;F€Ej!l"i)"It:..~$,;'~~;;re~ril&ibilitY'Of' t.hepefmi t;~ldeY ~not. !the Ci.t)' ofSy_rtOn ol.oBUUdir;g.OfficilalwSe$ ;;:;';j,;~~!i~'ii:~ti.~!y(jq4~r~i~~~r:clns "liI.Y.Ei..de~/i'The! peY!rtit'.. holdElf:/./ilUst:,! mt.i fY*.nei Bui loinS!. Of.fi'Ciat ~ti (;ready. tot- ;:,."':"r~:~:et:~:1~~~:~:~~;~~~~~:::::::t~:;~:e~~i~~:~()fC:~:.~:~~:~~::~:~~::s ~~~=~t.' . ;;....,t.r.at.!~ 1'ebl'lbo1'Qdswbrk>::h\ee'f$'OY .' ftx6eeds' Code ....y~o:jUi ~is~!Any demoli Uol"t.. t:e$ting~!' oYffnan6ial,bu:\"dert.,shall ::;.!l:'!be'!bO~>#i~~~lY;! ;bi;gt.M:i.!p~i t:~llOldeY.' ......Failuy(i..to. subStantiate' dock{teq(".iiementS. Wt:'11:il"ldeilinifY'.'th&iCH9":', '!,\.t '. \!;:ii:~i~fa~~'~~:~l'f';'i.e.~~ii:t:y 'OY . Habrli tYCOl1rieCted'with.thfi;cOri$Hu6t:iOii. . ;i:lii:;jf,IJi~i't~~~~~!~~litit&M'iI;';! ~i f;illUf,..nclc'e>:<ami.ried,:tl1i$.permi 'tam knoWthe~tobe trtW;~nd .CQyyect~: All r~t<~tr::~:~:=~~~~f~:::~:=~l16Jp~::~::l..::V~:~~~.~t'; t;:::~=~~~~h C::~~::~~:~o:=Y:~n 11,!;~(~~'!~~~~:;~~ttt:e':!~;~i~i,~\;J~*~Iai~j:l'i\9 cOI1S€1"U:ciionoy :t.ne, .p~rfoYma~, Cl1'J::;onstructiol"t.. 'I\i~~~~j_~i.i~~~i:\/;~;j...., _,' I Date: 1~='=~~::':~:7';~ ~f""""'_Y8Ctditsresi"_;an~_. ... :i~'J#0~~~~4~.~ . 1P:A;~*' *)\:*lk:****,, ri~~~~~i.f~;i~~~t;~~~~~:tt)~~di'BY;". . oat~'""~;~ ','.', "') .' /"'/~"/>-~' ,-~." ::.---/ " , " 7'" ~/ -".':jt'" Job Addr: Location: Parcel No: V. . BREMERTON PERMIT CENTER 286 4th Street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RD OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 It Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: Expires: 01-0334 PENDING 06/19/2001 ~ Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-41S-275Lic #: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Desc: SOLID WASTE TRANSFER STATION - NEW TRANSFER SLOG ********************************************************************************************* Valuation 2,882,795.03 * Permit Fees: 12,481.70 Total Calculated Fee: 20,919.31 * Plan Check Fees: 8,113.11 Additional Fees: .~O * Other Fees: 324.50 Total Permit Fee: 20,919.31 ************************************************************************* FIXTU \-\LL c-lq-ul '3 \ .. \ ~ \ {'\(\ , \Lv\ v\L \ ~~ ***********,,*************L******************************************************************* This penn it s 11 become n.lll and void if the building 01" woyk authoYiz:ed by this permit is TVt commenced within 180 days fyOl11 he date of such permit. or if this building or woyk authoYiz:ed by such permit is suspended oy abandoned at a time after t~,work is commenced foy a peYiod of 180 days. ./' NOTICE - It is the responsibility of the peymit holdeY. TVt the City of Bremeyton or Building Official to see to it that required inspections are made. The peymit holdeY IWst TVtify the Building Official when yeady foy inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the steppage of the work until such time that the peymit holdey can ntiate to the building official that the concealed woyk meets or exceeds code requirements. Any demoliti '119. or financial burden shall be borne directly by the peymit holdey. Failure to substantiate code r nts will indemnify the City against any and all responsibility or liability connected with the 1 I hereby ceytify that I have read and examined this permi provisions of laws and oydinances governing this typ 0 01" not. The granting of a permit does not presume 0" any other stat'e or local law regulating constyucti Signature: I certify that I am exempt from the requir Section 3. Chapter 126. laws of 1967. the state contractor's Signatul"e: ***************************~, Permit Center--Approved By: Date: Date: '7"/ J -1ftJJ ~- ------.- - --.--,,- ---.. ~, !"'I:'t,\"" ~ ~, iJ!,'. w",' ~~'Q"" ".~it', '7 l; " ' ,"'.r", 1" \~/";,;",, ... ,.:\ r ~ 1 I .1 J,' ~~ j 1 I I I I I j I I I I ,) j :1 t j ;:('" '.\ Addr~. ; L~/{:a't,~~, ~ r~ ~ P~a reel' N'O'~ , <, \~ ':,~~, .. "', 'V .., aR't\tMER-r~QN PERM:::r:: T" (;'::'~NTe:R '. l~; 286 4th gt.r~et ~ er:~rt:~>>1t ~ iJI!~ 983:::117 PhifJ,~:(360) 478-:5275 ',. 'FAX; (.360) 478-5:278 BUXLDING.PEAMlr' 00 SID e~%R~f.:'y WHITf"fm . m:;~~PIC VJ.::EW lR~iNSfr[R 5JAlJ:ON : 111~Ol2."()Cr2-.lQa~. " 1;: " : ~j':,;:,,;, -<, \ '1\:, ~.,.:. r>e rm~;Tu --O:it34 S~~"""'PENf)rNG " .' .' . J:.',l. '4. ;, "/", AI' " .'. ,.tIt;. l, /2(:)vl IS$uedi:-:- . EX~$~j,." i\' ), . WiANAGEl!1ftNT INC 41,5'27,:Sl ,BARNEY ~HItf 'ROPORl ORCHAROl\fA 913367: , ,~~;~{It( . , OtfJner: W'A$rn MA~:4'AGE:M'Ef.rr:,~N(: 415-2751 9300SWIBA'eNf:V ,wl>ifnE'Rll p.mn O~CHAROWf\ 98367 .".....~f.'~" ,l:l:.' l' ENi;J~UHJNMEI;f,tAt i,COHPORAHON '3~O"415-275Uc '390 SW!f.l4%RNE:~w:}tn~:Rrj;,p()RT O~CHARO~JA ~H367 - ".' )', "'~~:)~:,! , ,j, #~ E:rE:NV{;*051i1~''''''bp= Ol.:09'-200t.~ 1\ .CoM SUQconl f,~ Oeis,,;'~ sOLIn WA~~'lE T , ~', ~iE'W rRA~sr:ER SL:OG )1',- " ,\ , ,,,,,,"'{'l'''''''' ./ , ,.'", .' ,{ 1!!!it1~ *\ill:~t:tt:<<lfll(lJ(Ilt*UU:$: ~J!i),f(lli~*!*1*,*>>:* '" ~;;ltlllliilt;.** *,:it<ll(,)j(ll(;:!(*Ulli* l/( * :<<~u l!<lI1:t:<<>>::tll<)4( >>ill/* 1I1,.lil*UlI1l11:i*:fIlII **ll(llt *** m lI1lKlI1* ':'~,.lJ~lll,aHofl, . .311. Pei:ll1':[t{Fee!'Ji.t"" li..4SL70 Total Calctil{a~ed, Fee: 201>919.31 ....2)l):~i!~7'~.63.. 'Plan Ch4lidt'l~"'~~s'~. tL,H:3"H ,AdditiaH'\a:i";i'ee$~ '. .00 '" ljI'., , I.Jther Fe'elJin <:324.50.' Total Pel~mHF"ee"' . 20,919.31' *,:'lI:l\<:*)jIc,#,:<<J;i'*i<<~t~~ltl~lk'*ltll11tt1ll ;t<<;t:t.*ll!)ff;* llitliC$. ;*:i!: ll;,Jl::)ll: lI<lI1l11 ""iJ(llt lit *.*1I1 ~l!t*l!<;t;ji:lf(~ ,*~*;<< :;:,)f!,Jli:l!\~;lI1'**lI1*:+:lI1*ll:>i:**ll Ul'lI** lit: *lI:*~)!;: f\~ , ~ "'?r:\)~.- . ~qCH)1 ___. ""I;l~.... ***lI1l11~:f!lIi*,lt~'1<<jKi*tiIt~)li;~llt~*n*:l<:'<<*;j<;*$*~J,~'l<<1KJ!\l!l:***llt.1{{*)f,i'lilh:JI(di!(~*~~:.~:!'~~\~~~n*nnu)j()t(lr.*:'Illll.jj;****n*llI .i~r'lll'tt $~11 nuHand \'0:1.9 it t~bldlf,Jing !'rIl'work iliIl,l'thl:w';\;;;r/lld ~~ t;h::t$,~\.rl'l'lit :i.soot, C'Oll~~ w;!thln ,t- ,~" , ' " ' . l~~dlll>:".,,(If'((* . ('If !J;K;jc,h p.~'lnH. I')\" t~hi~ b4:l1d:ty,,", OY (\,,!OJ;''' i$lUl:hori~,f-t'.t.hy $l.f'tl p~l'mit is ~~~dor . a\~l':.dorwlcl$~"I'r' .ti~1ll:1"1:ey th" tl/Q'I'k :h>i CQflll11~~dfol" ;II, j1I41lY:l,O!i of, 100 c:liI.Yt\I.~;i . ,,;" ' '.: '\, " f..\,trtClt ." :r',Ut~'~ltoor:i.\l$l:,'IY1~ibHlty of t.t,e. P1~1'!tlU, holdtlt'. flOtthe C;i,ty of l!i\',Jwrrtor1 auddil1i;1 otf::tci!!i.l to M~' ", ',"'" -." . " t,Cl ;it t.m1:t'i1t<iU:l:'r~d,h1l1;p~~7l:.io\"l$ <l\l'llI ij"~dlii!. "the p",YMit hclldli!'\"I~$ilt .fIPtU;)'t~"S~dldil't\ij Of ial. \",~l'! '('w~dy 1'01'" '. i~lf,::,t;!,_.".o't .t~ r:.~rfltit holdll'fl"t;lnoti'fY thfl l'iluilding ()fHei~l~'f r$QUirii:<d tHo\'1$'; l\lay. Y'l&$\.d~~ .' in t~~ ilI.'t9PP:ii.\\\'!l(t 'l:J~ i.\JOrku1'\t:l.l ~h t.Jmellhm!t,ttl~ p~rm'!t hold<l'lY C$rl $Ul::dt~nti:at;j) tottwt,tdldiilGl off,ieJ.1l11 1:.hN.t"H~ o('jfll:;:~lE't:;lt.oYll: tllol:l*'I:$ (.1'Y' &xci;&ed!l$ c~ 'fe~:i,'refflif>'l1t!i/l.Any 'cwmoUt,;i.Qrl, t~~d:,;irllY~ or H,mrlC:l.all;l1,JY,*I'1 ",,!laB 'b<<t ~'(,(\<I!!di,Y'lllct.1Y b,.. thfl Pi&riltl:ti holder .f'ti\UU~ to ~Unt:idli\be (;~ 1'1Ji'ql.J'i Y'\ll:IMl1t*wiH ,in~MnH>,' thi.:, Cay ~" :ll:r1)' atll:l all f'~o\'1$';'.i,bi;J,tt:i'>l:i)r' Ilml!ldlH::lI' cx.)rlr\<S'ct~d with the ror~Yuc.i:icrn, .. , I O~y tha.t.. J ~"""\Vt '('~lll:~ arid ~XaIYd:fWIId 'l:hiilil plI:'l"fI'd,'t'l!l;'I1d kr1<..'"'IW tile _~, t!:J 'be t;l"\~ and COY~:~Clt:,. All ~"~--P:;l'fl~~:lf;)f~i.~f hlW'lll' arid t:J\""d:hi\1li\1ee::1UiilQV\li'f'r;:i;(1l;;l t.hi... t;YP>!ll of WOy!i: will'~ (~lfed wf~;h whet.hE'Y $p~ifi~! h~l"'ll!in. l ~4'Yoo.lt.'!'t~~Yal~td':l"!S '01 <J. p~Ylnj;'l:. .~lI.!'#" not pY~!llki t.o \1ivl1~thoy~.t;~, .1t,f) V:l~ll9it1'l-~a~l t~ ~\'OVi$if.l\1:!ll of 1i,:lt.h'liI7' ...ita' C '"l(ll(.";t,dl1l\W Yi/!!~I.li1tiN,cc;trml'i;!. ',HJY thll!' pQ>i"fortflllll,rl(~"'t" of \(:::Of~tYU.:;~~:orl. . . ' [C}il!'I;.~cl:;i:;:/ :" "!~Jlt I' ' ^-'~'~*;1'~'''; , 'w'_;'_,,,,_,.' , ;~\': . '~<~' . ~t Y1l!quir~nt$ (,'if .thlil ~tat$' oont.r'i'!I,(j,':to'l'"l!i Y~$:tr'''''tit;)'(1 1&\11.1" IJ:r'lt~Y J .' ~l~ti.,::>n . ':. ,f ' i, !i~r:~$,1~yt\4.i.t"~ ....,~.".,_"'~,~':....~'*~_i.".''''~''''''''"'....''''..;...W"'~_''''"...~.....),!I:''!>~>".....,_,.,'''''<''''''i>''~~_''''_'''' (~t"":1.,.,...",",:~'J:j;,,,,, ~:il\ikl!O~:,)\i,lU!:Ulltllt.)j(~U,'llt:ll:iloll;ti.liOI(:*,);jI ..., _i . - L "T\~I "~e,riJ!r.H Cenll!':f"'.'Approved a)i'~ ~~O Oab~: '1 IJ;r~'~~l . . ,," . ,...~ ~, '~'. ,,,, ~,"..", 1 ~''''''''tf~.~'~' '":' 'f'~ ......"w"-.." , 1" i ..~' '/~ ,rr;.~" ' I~,'.', 11,' "firE Q~ '... is ~ LSU, ":!I [5, , ~,: '. I. -...--,. . J ~ . JUl Q3'::2001 .. .~. , " IV';- .v ;.1 ,. il " BREMERrON','" BUILDING DEPART:v1Enr , ; , j/ ;? i '\ ,.~ , BRE~~RTON PERMIT CENTER '<# th s f~,r eed::r i'!.?'f" t~~f<fJfl'~ t,(;H'$ ;1 ..W:~) 98,3';37 Pbr.m~<I!~:' ( F'AX: (;Jf"f5'~) 4,7$-527t~ eUILDlNG PER~Ur, -'-- - -f~A>~~~"n::'\1h1~fl\j\~~~-~'-'- - _.- ---'-'-'--~--~ I :';/1 .J 'i)ZmO ~;tt~ BIUH~F'f \l.I!UTC RD OJ.. YNPIC \11.n~ TRf~NSFEJ~ s r A nON "'G02 w ti)O ,1. Permit No: 01-0334 StdtU!:,:~ PENIJ:J:NU A~pl(ad~ 06/19/2001 :r,~o.GLl iced ~ !0:)(p.i ri:~:':: l I ,i t , . " {" P",rci~ll NCi ~ i1pl-' t,)flSH: ttM~i~Gn+nrf INC 4,)" ~,":';!?Sl . , ~.'V 'i;':;;;O{) ::~waf~txNC1' ()JHT1~: t~D PORT ORCH~IPO \iJf:i lhHHxcr ~ IjJt:lsn r'j{\N('H:;iE~1EtH "";"1''''' ,::1.' r" "I"'I~'\' 1.1IJy""r:,', ~f':.',"'l ""':'1:11' ,- .,h,"" ,,,,\1 !:$hhl~', r w l,;\, ! { ".. .. ',.In 41S "~':?? ~:~ l ORCHM~n liHI C~)rtt '(,d'Gt<~t ~ E T' ~NII-\~ON~lnH!~~l. CORPORArION 360. 41S" <;;W EH\fmf:'::v 14tlllt !;;;D PcrfrT {)j.:;CH(.iRt:.l ~U~\ .~' It; F~ fENVC,lKtJS 1/'.1,,1 (Ll. Subcontr~ D~::~c; <'~N,:n) \"(~~; OG F\IX :0~ tq ~. (J t ~.'l ""l",' ""[r"t;.! ,lit!.!,. 'j"I"'''!'''''''!'''' , ::,\ fl'f...Jy "~I\~~!i\1 '\l'i\i~')r~::l'" i . f .***..**~..**.*.*~.~..I**.*.*.*.*.***~wi*.*...*.**.%**..I**'~I.*...****..*I*.**I.II**...***** t' .- 'J "!, 1. ,J' !" .~' . ~ "'. 't -I,' , ~'" ,I ~ "":1' lie ",\{ i ,.~, t "', 'v t ,. 1 f" ., ". 1" -f.. \:,' ... l-" .q '), q J ,'.U U " l JJ.~,) ~ tiLl, l "r J,,~ " -\ b ", d' ,} 1 C' ,d .1. ". f.l.H"U"J. ;'h ~" is;, , . .<.I.l ' ... r:' ~.> ,,';}' ,,' (, "" ,it . 1 ' J\...t ,{,I._,' ",V 't J l':'~~- "'.... '00 It;/'.~,,,,,~ >>. j., tl t.. 1\ t B>1:'1..j,~ 11 1'*tjOJ.,t.l.(~1-;1lt k .i2~t';'.,,~ "., ..... ;.~ 'Or. r ee;~~ ~ 324" SO . T \)i: (,11 PermJ. t ::.. ~~Ct, n i1. 3J ,W ".' :~' 'Ji. .~' >Ii ~, :l; Jt' ,"." '" 'iI"<;'''' )II W ',. ',~ "" ". ",' ,.' '.b' w.: \~ 'J, )I' '" l!! '", ,-" ,'" 1f. W '" 'ii) '-" 'Il!" '" .Ii.., wW .""'~~* ,;' '"~ "' XI >:: """:101' [$:';1' \~, '><, 1\,' )I' "" ~, W '."'~ 'i!:: ':1:* w '.I" '~'''''':jl; ~~ '",' ,"'. V~' ~ l!\ ll1 'UPI,;[t '.. Xl )lOIOJ( iII')I" .~'11J"'" '1-11.,.,\1',./')'_ "q-....~~~. bfJ:~"f>'" ,1,.,ffi..~""",~."l'..'J:~IIi"J~, ^ ,1,-''!'_ ',~,,,if\.,J'f<. \~~Ff'.~...J"._,./fl,.,.~q"."m..~~,:.,. ,...,,;\If: ,,'. ,~!.. ~\\., . ,,,,<(',, ','.,1, ..~.' .fi'-If_ ,. "",,''''"f'..'1\<. ,ij,"tl;:...,<." \ ~,y\. ""''''''~~ I ~ ,'~ , -""'''''~'''N'''r 'j "":>!' '11:" ""~" F i '-<"'1"'''''''' / 0' f'~:.l".r1l'';'''j _l.. ",.t't,,/"r \,....I,A'.',,;~J:r.'lc;;t ',,,""; '.!rI~.G."J""~~''1'' I' \ " ,\,;;:" \~,~i (\-""T"-'~ ,J\C t,,-->~ I 3 L-V\ ..1(;f,<I\ ,.w h~ :>r, li( ;'K *, *)~ ;'1( \~;t ~ )K~$: ;.j( :Ie; :1\i:* ~('!!!: ~R :<<\11.:", )!! )lr:* )(\; :*: )l{ ::!(,;*: ;{I, ill :lr.W;I\ 'Ii ::~::;I<: If:li~i' p411rW;l,t. ;".h'illl1 b~.'1(;',(;',~~Mi' i'JI.d.l ;l\nd void i1" l.;\\,rU,.,;1:i....'1$! 01" "~"Jd; ",UI.':h:.Jv':L~'rll!'.3 1:w Hde p"~T"I\i:lt; iif1 1'\C<1:, 1;:om;'II~UIC~d (,Ji'tJ\:i.l'\ ' d~,;;'", hl:l/!\ 1:.1'1,., dli,1;,": ,'Jt' $1.J,;;h t'"~vm:U:", 01' if; J,f'lh. bu:ill,.iL"~,:i C:l,' \'/()'(k ~"l,/t,I'll\J(',i:;!;,;,~d b>' '9uch p?Jt'jldt l.., \'i<.J~~Piii'nd'/i)d O~' \Iii'!:', 'llY'r!" 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Job Addr: Location: Parcel No: :'i;,t BREMER.ON PERMIT CENTER 286 4~h S~ree~~ Bremer~on~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RD OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 \~ It Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: Expires: 01-0334 PENDING 06/19/2001 '1 Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275lic #: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Desc: SOLID WASTE TRANSFER STATION - NEW TRANSFER BlDG ~**~~**********************************************************************~***************** Valuation * Permit Fees: 12,481.70 Total Calculated Fee: 20,919.31 2,882,795.03 * Plan Check Fees: 8,113.11 Additional Fees: .00 * Other Fees: 324.50 Total Permit Fee: 20,919.31 *****************************************************************~-*~~******************* MECHANICAL/PLUMBING FIXTURES-- / ; \ ' F\LE- {3 .. \ ~ r' Irlr\' ~-Iq-()l 1 Lv\ ",^-L \ ~L ~******************************************************************************************** This pennit shall become null and void if the building Oy woyk aut.hoYized by this peymit is not commenced within 180 days fyOl11 the date of such peymit. oy if this building Oy woyk aut.hoYized by such peymit is suspended OY abandoned at any time aftey the woyk is COITII1enced foy a period of 180 days. NOTICE - It is the yesponsibility of the peymit heIdel", not the City of BYE!f1leyton oy Building Official to see to it that yequiYed inspections aye made. The peymit holdeI' IIllst notify the Building Official when yeady foy inspections. Failuye of the peymit heldey to notify the Building Official of YequiYed inspections may yesult in the steppage of the woyk until such time that the peymit heldey can substaTTtiate to the building official that the concealed woyk meets O}' exceeds code yequiyernents. Any demolition, testing. oy financial buyden shall be boyne diyectly by the peymit heldey. Failuye to substantiate code yequiYE!f1leTTts will indemnify the City against any and all yesponsibility 01' liability connected with the constYUction. /~ I heyeby ceytify that I have yead and examined this peymit and know the same to be tYt.:te and corYect. All pyovisions of laws and oydinances governing this type of woyk will be complied with whethey specified heyein oy not. The gyantillg of a p~nmit does not pyesu.me to give authoyity to violate oy cancel the pyovisions of any othey state 01' local law J"egulating constyuction OJ" the perioymance of constyuction. Signatuye: Date: I ceytify that I am exempt fyom the yequiyements of the state contyactoy's yegistyation law, undeY Section 3. ChaPtey 126. laws of 1967. Signature: **************************~' Permit Center--Approved By: Date: Date:~' 7'" '''0 ( '~~1ll_~,_, ..___. ___ ~__"~...,.,,,...,_~~,'___, , ll'_H ._., _~._ ~"JjllL.i!i 1l.t_,~,t~!..i ~ -~,~!~+" ,). rt::.!.\\':, ..1!:~.'!il'""JF1),~" I'" ..h:' ";,' ""'\\, \ l ";t;:.,,, . '-c" !::fl, :r ,,,~..-, ~'~". ..,"')-'" ~ C-'~'----"-'I ,) 1 1 1 il .~ 1 ] I 'I '1; I. I I f ( a~EMERTON PERMIT 'CENTER 2864th Street" Bremerton" I4.A 98337 Phone: (360 )478-5275 FAX = (360) 4.78-52.78 BUILDING PERMIT ]bb~Addri 9300 SWBARNEYWHITE RD Loc'a!ti.ion:\GlYMPICVIEW TRANSFER STATION Parcel [;Ib': " 1123012-002'.1001 , ,,' " ,.". Permit No: Status: Applied: Issued: Expires: 01-0334 PENDING 06/19/2001 .Applicant:WASTE MANAGEMENT IN!: 415-2751 9300 SIAl BARNEYWHUf' RD PORT ORCHARD WA 98367 Owner: WASTE MANAGEI1ENJ:>INC 415-2751 9300 S~J. BARNEY wHrr.:TE RD PORT (lRCH{iRO WA 9~367 J" Contractor: E T ~NVIRONMEl\t;'FAL CORPORAT1.0N. 360-415-275Lic:fl:: ETENVC)l(051N4 Exp: 01-09-2002 9300~SW BARNEY ~ijITE RD PORT ORCHAROWA 98367 Subcont r ~ . ;..)":';L~'< nesc:: SOLID WASTE TR~~FER.)S~,~'T;+O!~.,\;'}~':-:W TRANSFER SLOG ,;' ""\ ^,,~,~, ,~!'rl-' ' , )I( *)\( *** If\** **:1>: *lK:;:)!()I()j( *)j(l!()I()I()j( :i~il*~ti'Jl:: *'~.;:Ir. )j(~')j( ~?l',p )jOl()\()I()!( n)/;:)!:: U)!()I:: JI()I()I: n *)I()I(::I< >I: *****n)lo;)Io;)!()I( U*)\( U::I:)I(* n lI:)I::)I( *)I()I::)!( . . Valuation *. Permit" e~g:"" '~""" 12.481.70 Total Calculated Fee: 20,91.9.31 2;882,795~03 )I< Plan Check eEi~r;: 8,lB.ll Additional Fees: .00 * . oth s: 324.50 Total Permit Fee: 20,919.31. I, ** iI:;ol::J!()!(** l1< ;i::lf::** ** ** )!(lIO!()!OlOfOl1::1< if()I( *)1(*)1::)1:)1: >I: )!OICIOf( *)1( ** )!()I( * *::t:Jl()f( *** **)\( )f(lIO!Ol<***)/( *)1( MEOiAMicA'll'PLUl'1BlNaFlX'fURES-- \ \:,~.. .', 3~, ~,v\\J[ t ~L' \<""'._~~ :':'I"T'\! I . C ",:"""'~,,'.: ~ 0::- tc{- ()l . , ' '. , **%u* ***.)j(****.**lj( **** * *)1<; **n::jolOf( n)l(:4<)!Of( *,*)I()\( %)I(*){(* )!(;:j()!()(( >1<* l!I. :<<)I(*){<)!(*)ji;*)I(* * *~ :<<)1<%*)1(::1( *)/( *J<<)!()I(){( $:* )f(:I(l/(* **:4<,'i( * ** "1"11151 P\?n'llH' $ha"~r beoom~nul1 fa void th~ b4ildi\19 01" I-lOyk authc\YiZ'e-d by this pet'mH:. is nOt c.(~li1a'l1ced within l$OqaY$t'ri::l/l1'flil'i1.date df such .p..,y , fr.tJ'd:'$"'!S~tndir\9 01" woykauthodzed by SI.lchperlllit i!? sU$lpencWdoy ; ablil.ndo~at.lli,riy hriie aftey the work commenced for a peYiod of lSQ daY'$~ ':1, N.6'rttE. '".'!t:: iiS.the '(e$po.n~ibility of t'.l:'le permit hold\?r. not the. City of Bn:efl'!erton o.r I:\',ud~.' inS! Official to $~ . to. it that required inspections an" made. The p&ymit. hClldlllI' mU$t, notify the Buildinsj Off\pial when read'/ for itlepe6tion$'.Fi!l:i1Uye 0'1' the permit holdel!' to notify .the 8uildtl19 Official of requin~d inSPectioN may ie$ult . i'n th&, $;itoPPli$e of' the wOl"kuntil "",uch time. that the plIwllli t holdeY Cilm subsunHa.te to the buildii1$! official tl1Stt the de)tlcealed woyk me/eta!;)\' excl;:N~d$ code. yequirellll9nh.Any d~lition. te$tii1$!. Ol" fihalncial buYd4itn shall be b<;lYn~ diYl1Ict!y by the peym1t. hold4itr'. Faih.lv'~ to $Ub~ta!}tt~~ em.Y ,qui 11' ~tf~~ ~,t(~YlIA <.\QaiiJ$t any a.ritl e.nA1'-!1tfiJ~:J'I!:/JJ~'(J~~WJthJVCd . . 'AP,q/n~ 'TV 1~->vt2- /P5 f'~?FW'fIl~ ! heYlllby CllIl"tify t.Mt. I have Y'li!ad and exa.mined t.his p/i:Ylllit and know the same to be i:y provisions of ialiliS and ,4~'dimncE'$ governing t,his type of 4~oyk will 00 coMplied with Oy not. thl;!-\,l;lYan:HY~~f iII.penrdt d~s not PY'I;!-SUfOl1I to give authority t.o violate c'r eancelthe 'r'ovi~lio'(J$ of an>'othElY 'si:ate ~~,'lOC$.ll;;>W n>gtil".tin~ con$truction or the peYfoymance of conshuction. 1 ~ I '2. Of 9ignatuYe~_.~{':'" W~_"."._w_.w_____.__.____.~__ l)ate:~____.~__ -' / . / I ceYiJ. fy tj1S't I am exempt hom the yequi Yef(~mt:$ of the state oontriilctcw's registration law. undey $ection3./Chapt.tlY 126.1aw$ of ,,1%7.. , . .'~ '-1;;'. .' .." ~ t . JJl""na uYe._~_~.:.~~.--:--_...;~.____"._,_...~__~,,__ ",IS. e:._..-'--_...:...~_.~,___...,...._.__,_. :<< * *** ~~*~* *******){()I:** * **** ** perm.i t Cen t er '" - ApP roved By ~ ~.__._,--._.~__..___.:...._ Oa t e ~ __.___.-'._____,_ ..~ .." ~~~,-"""';""" J ,';' . .': '\ ^>~ "'~' , ' '-"---......' , - Buildit1g~~,~rmit A.l?P~~ation, City Qf Bremetton,'W:!\:'9~~39\:Pbon:e:(360)~ 478~5'2~i:J"~:' (360);~78..5278 Ol --0 354- CJJ~ '? ~ APPLICANT: lQJOWNER DCONTRACTOR DAUTHORIZED AGENT Site Address: 9300 S. P. B;:1rney White Rd. Port Orchard, WA 98367 Owner: Waste Management Attn: Terry Bickel District Manager Contractor: ET Environmental Attn: Jim Frisby Project Manager Contractor License#: ETENVC*051N4 .r.~~ :'~.~.~:...,....._~'''. Tax Account Number: 112301-2-002-1001 Legal description attached Address: Same as site address Address: Same as site address Expiration Date: 1-09-02 Contact Person: The IT Group Contact Phone#: 503- 372- 3663 * Check the type of application for below: o SF RESIDENTIAL NEW IX1 COMMERCIAL NEW o DUPLEX 0 COMMERCIAL REMODEL o MANUFACTURED HOME 0 COMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERICAL REPAIR o RESIDENTIAL ADDITION 0 MULTI-FAMILY o RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: ) Scope of Work Proposed: Solid Waste Transfer Station - Transfer ~-~'" >. "'l Ii j BREMERTON BUlLD!NG Ol:Pf.\RTMErn Square Footage: Dwelling: N/A Garage: N/A Transfer Building is 50,506 SF IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? Decks: N/A YES NO X tf;Va'luk""tion';~~';:::.;[ ~ iHll'a'U):::Re'ttic'w"" \Fei&:::iil~~il:f;)"Pe;:~1't~fee,:..i,~.'~~~:~;'i'';''';:,:(i;eUtdK~"~rf,,;'[1B:i~:'.:i';:::':~\:Tbtal;Eees :' .,.....". '.,n., 'Yi~: \C3':~I(' .i '<i."7Ii~: 4?~.,~o......_rE~~c;~;"$~fu~"'i'\["""'" Vi"'>. .................. . $2,882,795.03~J____~~ State: $4.50 $15,887.26 pd.IIS3qro~,\ (fiU(o- \G{-Ol Applications for which no permit is issued within 180 days foHowing the date of application shall expire by limitation, and plans and other data submitted for review may thercafter be returned to the applicant or destroyed by the building official. The building official may extcnd thc timc for action by thc applicant for a pcriod not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prev.ented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. APPLICANT'S SIGNATURE: <:[7 A~ DATE:J../Is-t ( I / <~~~~;..__,~_>,.-..,.-~..,---.,~_,~"_..-,/--,,,--~l'iT"'"-'-"~~ ** **.***k~******************* ******************** lPT ~.******************-***********************************~******* Number 01 Amount: . 1 19/01 16: I CK ~otat TE MGMT eK Init: VW h nt BL PERMIT W/MECH/P . ""'~ ...,,, >,,,_,~ ,..'"<' ~1t,- '.~" __ ~"i """ .;;" ~"'. Parc;el N()~ ~~; i t t~! ~~t;J e~ ~ ! I I I, *************************************** [' De:')Sc'( j <.'n~ ~ ' , I t:..iol1r; ;~~ ~r r:' te\S1$ : ;"':/19.31 9!t I.',) i~ 1. ,"j\ nc: ~';7! : J l ,214\6,40 ****;ij;,:l!~;t:** i-\mo\,l nt e.113.l1 1 ~ . '80 1 '. ,;1 1 '( 1 1 ) ,&, t I ,!l"*;;j<;:K**:;i*:****,$-; :**~(*)t:,*,**, -~,~",- ,~~.~:--~: ~,";(~. (' " "~""""""~.~'~"-"-'-'~'i-""'-"-"- ~-"-1 , 1 BREMERTON PERMIT CENTER ~ 286 4th Street~ Bremerton~ WA 98337 ~ Phone: (360) 47tJ-S27S ' FAX: (360) 478~5278 'SUILDINGPERMIT 1 9300 5W BARNEY WHITE PO Permit No: 01-0335 I QLYMPIC VIEW TRANSFER STATION Statu.s: ISSUED I 1123012-002-1001 APIP~~~.~.~.!l.~('~""..~,J,~ 06/19/2001 '"I. ,S '.,;' I' 07/25/200,1 ;1 I ~ i I J J ~ 1 ~ I J ,'----:~~,,~ /' Job Addr: LocatIon: parc:eJ J No: Applicant: WASTE MANAGE;l'1ENT INC 415,,2751 '1300 SW BARNEY I.IlHITE RD POR',! ORCHARD WA 98367 Expires: 01/21/2002 Owner: WASTE MANAGtMENT INC 415-2751 9300 SW BARNEY WHITE RO PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275L 9300 SW BARNEY WHITE RO PORT ORCHARb WA 98367 ~: ETENVC*051N4 Exp: 01-09-2002 t f t**.*******i**I***~***~**.******************************************************************** , Valua~ion ~ Permit Fees: 1.027~35 Total Calculat Fee: 1,699.63 105.024~Ol * Plan Cheak Fees: 667. Additional Fees: .00 I~. I Other Fees: 4.50 Total it Fee: 1,699.63 .',* * *::t< * * * ** * * *' Jl~)I(::I()\;:)I( * >>: * * * *)1( * >I<: >>: >>::iiJt; ::lilt.: *Jl: *>>~ *li': * >>: >I<: *** *)1:' '* ,*: ** ;j(~'*:::1< ;jr )~:::\:. *:*)\;:)\( *~: ::1::::1< *': * * Jl:: fI, >>: * fI,:::I:. >>: * :K >I: >>: ::r::*>>~ * '~(::j\ *)I:.)I;:;j: it: >>:i: >>: I" MECHF:~.JICf\t/pL.t)HaIl\~3 I I I, I, I, I: l r t I I: I, Subcont n j Oesc= SOUD~~STE,' TRANSFER STATION ". NE\~ OFFICE FACILITY' ST/HION *.***********.*****.*****.***************~*****.**~~***************************************** . '''' ' ", This permi,t. shall bf:!'Coma null' :1I:nc!.\:,oid if the buildi,ng6'r' \4c)'(k ;;<.u.thoYiz~d by' this permi.t is Y'Krl:; commen;,:,,'d \,.!:Lthil1 100 days fyom thE- date of $!Jeh p;!frmit;';coy:.i, f this blJi1di~oY wed:: $,\,Itht.:wlzed by' such P~YTilit is $lJS'I~"H1,:1,,,,d O~' , '"~, ab$J,ckJned ;!l.t any time .;;l.ftey the I-JOY\( i,,. cOlllij~nC,ed for-a peY-lod of 18(l days. , ""!. . NOTICE -:' H:. is th~ rll.'$l:lons;ibility cl'f t~ permit hf;)lo,'!?y, oot, the c::it,y' of Br-emer+.:trn 0'( Build.ln;:,i 'l;)) ,"'-'''l'f& to.it that l'equhed i1iSPecti,on~ awe made. The permi,+" heldel' l1iJAilt n,:.tH-y the 2.uHdin>;;r Off:ki:,d l,,)h<rin 'r'Bi2.d)' tOl ln$l:lect:i.O'f1$. F'aUt.tn~ of th'i\! peY'fllit holder' to notify th>lil BJ..dldi.l19 CrfHc:lal of l'equ:ir>!:d inl3Pl?ct:lon:$ may y€;r"u1t in the $'b:'lppage ,:;,f the 140r'k until such t.:lfOO'. th",t .the p~nmj:t h>::lld&y can ~'IJ,b$tO\ntiate t:'Q t.he bl;,:Uding off icial that t~ cOI1Cealed 1,.JOY'k meet$> 01" $;<;CI\!'<ll-d$ CC1t.."'ks- n!!,quinrf~rrb.~,. Any d,,"moUtion. tesUng. or' financial burden sh1i\l1 b'ii' bOl'YI>& dhectl)' by the pe'rf11i:t holdel', Failure to eJJtl$t.aY'ft:ls.te code '(equ,h~nt.$ !'Jill j \'1C~'mni fy thl' Cit)' ,!l,9sin$t any and all v'<l1tePor'13ibility Ot' Habil:i.ty conrl>Sct@d I.;rith th~; c(1t'1$tnlc:tio"" I I [ I I L . '" . -~..-...........'" I hen!4:;.yc€i'Yt.i.ty that! have '(e<l,cl a,nd 0xam:l,rl'l?d th1$ pel'mi,t; anci k\1I';:",,1 th& $8,01,'" '(;0 be -en.!.!? ;;l,nd CCH'''(€'I~t,. f'il.! Pi'ov:l$d.Ol1$ of laf<JSr-<u1d ol"din:~:f1CAi'i''0 -:;lovey'r;:l.ng this t>T'~ of (>!Cd:: 1,.J1.11 he C"OrilPU.;;>ej 1,,;iU\ ("!h,",t.h,,,,'( ,,~:'&c:lf:i,sd OY \10:.,t. 'The S!Y<1.nU.I1$ of a, PfJ'mH. dO€'\$ not pY'ii?';;",.tflliJ' to give <l;uthoY:lt)' to viols,te (;)Y >:;,)'J.fl(::ol t.he PY'.;:,.....'j,,,:iOY'!$ r;,f :::::~:ut" 0' l-;j~~,"~uon oJI"::'~"" o:r';-5'~o ,<"U._ jSL-.~-1L-- -,<.------Y--<_ J: CiiH'tif'Y' trml',t., I <'\ e:, mpt fy:om thoi;\' Y'1l'qui rUnts of th~::? state cont:'rat:;;toy's y~i:listnit.tion l[~'",J, LlI1('~Y' Section :~. Ch111.pte'( . 25, a~J*,,;)'f 1~6?, i', 1 J I ,) I ~ 1 j ~iS'f'l;S\tt reo , 1J;J' ' " inot,~~*~..m:;;*~u)j(u;~*;;;;:- . .... --'~---'-.-1- z. c:::. ." /\ Permlt Center-...Approved BY:. , _ _'_"'__ Date = _,,_~_ .~.......L~J ~~ ' t ,,,"f- j, ..'~ ~... ~~'~,'-'-- , ' "~~'--""""."""I"''''';''''.~'''''''''''''''~''''~~ 'I 1 ,_.,-~ ,--~:~~~ [ .' , BREMER TON T CENTER ,,\,,,\ '.' Pf"':"RM I 'T' CO"JD r'T 1,0':.1'5 "., ~ . . _. \1'1. _ . I'.. " ,1'1 v PennLtf lk ~Ol'-0335 '" .. ..',.' . \\""':::: ==1.1.1:'=\ ..:c>t,~ l::< "" ""::z "" "" "" "'" "" "",""".z ::=:r;;;;o:: "" '1:1:: ""::r.t~, "" ""::::; ;",;::;::;::;:; ~t """""~ "" ""'''''::'" "" ",-"w. = ""':;; """, "" "" .. J iI;\~) Addr. ess: 9300 Sl.; 81~F~NE Y I,.IH I TE RD '. Ass Acct No: 1123012-002-1001 '..ocation: OLYMP~C VIEW TRANSFER STATION . . . Applica"nt: OWne1" : ContY"8j:;tor: F) ,~} :~:J ,e 1 """, ",-" '"",,," "'''' "'.... w.,. ''''''' ".'" ~J" ,- ...",. ...." - """'" ......, >""', -~.,. "'.. ===~~==:=======:==~.~========~=== ..u.......~".,,, .,""' '.....................) ,_...,....." ""......v..''''' "", Y,"" <,_.,..,.,. __.' .v>' "._........ ..."".."" ,'...... ~_ _...... """" .~" ,_ rn t):5: t. ,t ;1 j I i J :~ j ) I . . ~ I 'i., it Appli 06/ 1 Ap'F)rOV{9d:. 07 1 Issued: 07/25/2001 W~STE MANAGEMENT INC WASTE MANAGEMENT TNC E T~NVIRONMENTAL CORPORATION Description: SOLIDIAlASTE: TRANSFER STATION - NEIA.OFFICE FACILITY' STATION ConcH tions: 1. . f. I; t; f I. '. C ROS $ CON N E.C T ION CON T R 0 L A)Reduced pressure backflow~s3emblias are requir t~a.ter s.er\/ic>es in thi.~;:;: cOf1lple><" . kflN\j ""t:o:;:s(<;'mbli. installed neaY" themeter,9YOund in frost r erlc;lct~'5:u,r,f.?!s .. () 11':11 1 J.st~ant I I: f B)A ~ouble ch~ck valye _ Iy wit~_d~tector meter is requlf on fIre sprInkler It Installed. NOTE:: ALL f4F'PF<0\/EDL.()l,; {;,,'SSEi'18L. IES J"1UST ON THE CtJRRENT l,jASHINGTON ST,!iTE DF':P:C1Rlf"lENT OF HE~'lLTH APPRO\lED A'SSEt1BL '( LIST Arm t1UST BE TESTED THE TIt"'lE OF INSTALL- A'''ION' LJI.jE"}'IC"I~C't":." I'C"'llt"""D '''"'''f'''' ~CF)\")"''''''''E''~r: AND' ^"lhrJA'1 ~ ~"I TEc'l~'f."'" I... , I-' 1'1 ',1'%;. \' C:,f,\ ""j) 'l C Uk .:;,.;::., '. i _.C. ."j" . :~ r11"','~, '" L I .. ,__,", .~, MUST BE PERFORMED BY ~ CERTIFt WASHINGTON STATE BACKFLOW .A,....c:r:-~.ABLy jr:-cTI:"C) 're'~T Rr:"D("lF:>.r,.... )'41)C1' 8~F- Te r::iF'~.."-I;;.oTnl.. ~':'t..;;.) ~~ 1'1 ~ ," d.. ''''~ b,;." f """ " , c.. ~ 1 '\ f:~ ('" ~.~, '\ !.~ )1 ~.~. ,...~i." ,,) I,..) ":, t:'~ I \'h.:.. 1"\ ~~. '4, PUBLIC !,.,JORKS AhlD UTIL 1 TIE2" l'\rn;fI;.CROSS CONNECTION. CONTROL, 400 OYSTER BAY AVENUE. BREMERTON.WA 98312. 2. Ej~GINEERING DEPT.. CONDITIOi'lS/Got"lMEI>lTS: UTILITY FEES ~ND ASSESS~1ENTSf:1A':C8E REQUIRED PRIeH.:;> TO OCCUPANCY AND FINAL ACCEPTANCE. 3. PLAN REVIEW CONDITIONS/COMMENTS: A) THIS PERMIT DOE:5 t'H)T INCL.UDE PUJt1BING r~Nf) Jin::C~1;Cld.\jIC;~L!!, REVIEW OR APPROVAL~ THE PLUMBING AND MECHANICAL PLANS MUST BE SUBMITTED AND APPROVED UNDER SEPARATE PERMITS BEFORE WORK COMMENCES. B) STRUCTPRAL OBSERVATION REQUIRED. 4. LAND USE CONDITIONS/COMMENTS: SUBJECT .TO ANy AND ALL CONDITIONS STATED IN THE DNS.. (DETERMINATION OF NONSIGNIFICANCEISSUE~ I-tO-20(1) 5. A)Meet or exceed UBC Chapter 10, "Egre8~" requiremsnts. B)Double key deadbolts not allowed. C)Recommend fir~ ~larm and inkIer syste~. D)FiY"e extinQu hers per UFC 10~1. 1::- ')r"I"{"'lj'7 (j",., f,-.; 'j" -F}l" ,'" ",(...(..."~",,.",,' ' '. . ""'~ r. .,..\ "'''...~ ~) I" I ~:.v ':;';J. ....''" ''''''',-,,,,,...l II' . ...... ~r~~~~,J~~~__:~~~~~ ___ Date_2:2:i -{)j_ ", 1 J , I J I '-:C'---~-'r'-"" ~:>_..--,:, : ,~!I' "P' "-':'-...........-'j.-r-~'f" ~-"-'\~"--'(~.,----,.-.,,--"T"'-~-,\~~"-7~':'~:'~;","',)! I 1 ;-*, -,~;~ BREMERTON PERMIT CENT R \ 286 4th Streetq Bremer ton $ UA 9$337 . Phone: (:~60) 478-5275 .-_. "FAX: (360) 478-52.78 9300 51.,1 BF\RNt:y t,JH I TE PD OLYMPIC VIEW TRANSFER STA~ION 1123012-002-1001 8uilding .Permit No: 01-0335 Status: ISSUED Issued: 07/25/2001 f'lSSr E~pi.res: 01./2J,/2002 'j I ,I I l I I r 1 t R E QUI RED . INS PE C T I ON 5 ~ ." r I Item: OlIO!) FOUNDA T I ()N"-F00T! NGS Dept: 8LDG Di\lisiof!: Item: 01;(!OO FOUND(.'4 t Iot~~t~ALLS Dept: 8LOG Division: It,em: 01400 r-'IE:CHAN I Ct1L " 8LUG ()i\J18i()n~ It 0:1,:) 0,0 PLUrlBING GROUNDWORI< Dept: 8LD(-; D1\/ ()n; Item: ):J ~ ()O PLUf'''iBINCi POC,IGH-, If\,l f3L,D(; Divl,s-i()n: l.;(:h. ItSIYI: 01700 FRM'1ING J:}E~pt : BLDC Division: Item: () J~80() IN'S;ULf1TION DE.'pt " [jLDCi D1'-/181(}rl: Item: 01900 SHE'ETTROCK HAIL.ING Dept':. BLOG Di<.lision: Item: 02500 LP,!\!OSC(:.\pI 1-..IG PL.;<'ll\!NING Di\lisiofl:: Item: 02702 F I NALv.-PUt3\AOI~K:S, Dept: PU8t.JORKS Div.isi6n: Item : 02:300 SEViER L-?j TEF<t:d.. . {)I.-')pt PU8l,jORf<:S D1\1isi':~n: It-em: 02701 FI Nr:~\L ---F I RE De.pt :- FH?E D1.\/:lsic1n ~ Item: 0:2: 150 CROSS CONNECTION C'::ONTROL t: C C'ivis:ion,; Ite,m.: t:>2700 FINAL--BLDG r)f~f,:lt ~ BLDC; Division; 1 " , ****~*******************************~**************************~******* ~TEST~NG: Must be recognized by th~ Washington Association of Building Official~ S~ECINSP: Must be registered with the State ofWA STOF WA: State of WA Dept. of Labor and Industries 476-4921 l HEALTH: 8remerton/Kitsa~ Heal~h 0 iet 478-5235 . ~ALL INSPECTIONS PERFORMED BY THE CITY OF8REMERTON MUST .8E DTHROUGH THE PEj;~r"'tIT C 'TER, (360) 476- 5" ***** ***, ************'~*****~***"*:l(******'I,*****;f *** 1"'<:**:<<:*** *****>{.,**~** **,*******;~;t:1,c~ ':.penflit Hol ~r',s -) v1171J, IJ I 1 r-:;LS ref/ . Signatun:: ,w _",+ ..~w._,__+~~"_~.....___ Oat.:;: ''''_'' ..__....,_...."____.1._.__,,._.....__... I \ ". I .,............-..~~.".~.....~., ~'~...........;,..~' .'...................~-_...._....,,'. ':-. ...............-c~ !~.'W,~j':~){l:~:\-t~,: I0lf/" '. " ,~~r.'{~;'f:I'~:~~'llt.i"~' r~...""~~. ..,.,.. ,......~ *~***~**~*~~*~**~.~;~w*~,t. IF'T ~,,,-,. ~ - *********~******.*~** ~'.~~~'- '",!f'i~;TE T Cf( 1 nj :l!:I1<:;I;: '1r * ';;ji,*" * ;J\,' ':j(;'t: *' * :* "t: *' * ',,Ii' Ai: ;k*,'\\r~(@i,W '~: * :if,.",' * ''ii:: * ,k :~, ,~;"'; * * ::'i; *"', "c' ,.'J!" * ~': S1. 07/25./01 1 \/t,.J 1", "'''' ..", '..,., ....... ."", ....., :>,C.;-t.,\,f,~' "':'''' 'oW "..... '".." ""'" '"'-'" ...... ,""'-, .,,~ ","" '"J,' w. ....... ,....., ,_ "",' ....'.. '1' ..~'I' " 1 t~t)~~::::tiJ, tin: :1 ;,6 9'" .i 'IS ~:) 1 ~ :t "i;lEt 'T(J :1. fJ **************************** ,~\CCQU l'lt:.. 1 *j:N* ,~*~~* '~'*~i:*~ L :. ~ > '"~ 4'~ l "l }:, '.,,:- --~~~-~~~---~-----~~-_._~--~~~~-----~-_.-~----~-~---~._~~~_".~~.~~--~,~ f t f f I l t r · I I' I I 1 I ~ ! I I !. ", '!:d " ~, ....... .~ ,.... ,~.., .". , , ~l ~ I I I I I t I 1 1 J I I J ,I , j 1 ,<>~ .- /I ~, CITY OF BREMERTON · 239 4th Street · Bremerton, WA 98337 CITY OF BRE~ERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Jul 17, 2001 WASTE MANAGEMENT INC 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 SUBJECT: Application No: 01-0335 Site Address: 9300 SW BARNEY WHITE RD NEW OFFICE FACILITY Your building permit for the above site address is ready to issue. The balance due is $ 1,031.85. Permit Center office hours are from 8:00 a.m. to 5:00 p.m., Monday through Friday. Please contact me at (360) 478-5275 if you have any questions. Sincerely, {)Je~~ Building and Development Specialist * Equal Opportunity Employer * 1:~J~) '}'i_: . ii BREM2SE6 R4tTh OSt~....t~eRM,I T .,O.....EN:'FE. ..R..... \ ._ . Sy...rton,U/!F 98337',,'j Pholle..;:( 360J:'~I4'P'8~S275" . . ,'FAX: "'('360.;):'478';"5278 BUILD.XNG' PERMIT :,';J db"Ad'Clt'~:'~300<:S!1J::::BARNEY, WHITE'RO ',. i'" tdcatd!'OM'.Q(;YtlPl€ ll!EWTRANSFER STATION l?a:rce:l"m.Q:;ll:'~;;~l(~3;0312';;;O,02-1001:," ' ,Perfu~t;~ No:,;Ol~Q335',:: . ';,~t atus :,)'f;)ENDIN:6'" .t~>~; APplied:"06/19/2001" ' Issued: '~xpires : W:'\:app:l:i'ca:{!f~;:i::~';;:Wtt$'$~i~iM~NAGaHEN'F/INC ,415"'"2751 '" , " ':~:~l1S00';~S.W":B'ARNE'(;:tfHrTERO'PORT!ORCHARO WA,98367' I :~,~1":j:;,~;:;f)W~,~~~~~~~:~~~~~!~~~5~~~~~;';':~~, "'n^Rt;/~O';'~~~~'R50~~~;~:~3L. """",' eel," I' -'1, ,'.:"l~, ~r :"''\'':;/-': ~~'1't"Q,WU'~?~W<' '~(n-t~'{:,;i,J;: 'i'lf/f'r:r;o\. ~'f"l;,.-' ~',f't:..,l,~'r'r:'" V' ~. ~i" 'I\\'\,;n:" ~"w'n '-""'7''0' Q'" - ~,:,--;,.,. l~ij!\j*~,~n~;9'~~~):~:;i~~~~;~N~~~~~f4fl~~~ii:~'ORl)QR~;ION:,,: :.:;.. · 360~41S-27'5ti~:".#':.,..ii'ETENV€*05tN4),';'EX~,:'1(:)tJ,~~ 2002: ;-.",,,,,;;~,,.""..- -', '" ,', '- -'~ (::"~,,:~~rj'~;,.-~;~~: < '{,"',:' ,/', -:l~r-;" "o:',~i~,-;,i';' ",':, "(. ;,. ,>, ': ;~: ' '.". " ~',..:: ,". ", ' -, ':~.~."" <' :. ' , -:: __ <: , ' .,' , n', - - --, ,', J -' -, ,.{~;\;~(#4\'{";,,'a~ft'.i$l.ll, 'Ja:~Rt#l'~,.,W;flI,~fRD,PQRr;'>:ORC""ARO .W€!: '98367 ~:I'i~~~~f~~~iti~t\~"h':~tlfJ;l,!:~},'ff . ~~~~~;!J1\l~~,fr~!tl~~ltf:;~._~iia":~~tt'AW'$f~~Sl!A:rr()~. 1~"E~(}fff.ICtffACltlTV 'is iA T!O!; , " ' i~:~;~:t!~~~~~~~~'~~liJ~,~.~~~~;~*!i(****lt;lIi****~****,******************lIl***********i********************** I' . \"",:,;i~Va,t"~t:ii,";tv:~f'~,~;;i~::i;;';;:':;;'\;;P:etlilitftees;: .1 ,027 .~35 .(",;:.Tot al Ca:1cula t eo'!fee ::"J\':f 1,,;6<):9.6.3\; : ~"r;:;;;; ,,:(;jSk05i,iip'~4f::~:!I;;\(;":~:;~.~';i.;P:la n ;'Cl'le'cl<Fees= i .,;;;::;/667,.. '1 a.:(:"v', ~:"'~;" '.' '. Addit luna Ifee~~";;' · ';i 00 ;'. .';'~;\i.i;:1\;,:~{+:, i':"ot;het Fees#; :;~:":;;4<;;'SOTotal Permit ,'fee:. 1,699.63 ..... Ib\j,. ;'~~.'" ~..*,~~~~:<<.*.*lK~~~~*.. ,Ih~**.*. ************************'**********)((***)(( *********************JItlK****** . '. MEOfIA/Il:tCALi1PL:UMB:tNG' FIXT\JRE~ . i t=\LL .. ~ r p ~ 1~~lq~6_ .LvA 'J\ ,~ ~f~~~~~*"~,",,'''''''''.'.*'~,",,''''''''~''''''''''''''''''''''''''''................ t~t.l~;.;t.;;:,rV&..~2~:;~.')(~~;;.;~~~. ;;:~~";~:~:::~:~~;:s~:k:~~~:~:~:d ~~s =~:y~:t r: == :~thin ~~;~}~;~~;;a~~Jany/&1ili\i~ft;li!'i:":theWOl(k "lscommenced foy. a period of, lSO days. . : - t;;"~!~(l;E:~9:;I~'fi"i'~;j,~~'1,;'lf~~$bH'it.y!, h:f,ttut.pel"m:it:::,100tc:leY~'~ tHe'C.ttYI~f" Btr~yton)i!:m ,Bui 1diT19 Offidal.to! fte . \' '.. '. ", ~~;i~i~~~~f~==~::;=~,:'::~:::~~~::,l,=::~::';:;~:~~~~~ ~~:~~::'i::: m:;~~~ '~~~!~?if;~~$;f:E..~~:i~=:::~:-ll ~~~~;=~~i=~=~=;~t':}:::~~i~~~;~:e;i~:~~~=:wi~/~=' =~~.:~ein.':. j:;:;).:;:~=!:~:~l~=.:,~Z~=:~~::::=~:~:~~~~e::~:=:~~~~t~~c;=l,!.t~"PYC1ViSiOn$'Of...... . Date: 1~~;;"'~;'(;eyti:T*!t~;I'.~<&~t:.f)<omt:tle'Ye.quiY.eMents()fthe state .eontyactoy's yegise~tion law,undeY :,}~t:to~,~t:;~cb.aPt;e:Y.la6J~i'i~of 1967..' ... ~1f~_'~~~~~'r~~:~}~\;~~'f(t:'~~1{( :~' (]>",:~:\{f~,~:;~,~~':r:' I, _i~'~i"'.:'-;?'~S,,:~",,~Cj,~ '.,/.~~*"*:j'~~JlCJf($Jf(ik*.*;***~lk?k1k*****.')' I; .:;PerJlli:;t':c~nte:r~~APproved.' By: , f,:' ,',' (I, ,-('1 jj ',\i-, ,"I" 1'( . :. ~ " . ...:'j, ::< r:,.', ,.,;),!, jO ,:r .~' " , ~ :' " , ,- 'j" < ~ ' -I; ,-, ,i;: ",:,j I','j't :I ,'.:, ",'1'(1:' ~~';.' ' ?;~. .~ :'. l'~; "\ ";1 . -~' , ~ ~"'j ~ ._~j - -", ~ " j i,' , 'I ,j:', _J, ,~- ;" ' , 11.\',,1 ; 1,)' If'" ,"", - " '.j.. p.'.. \ ) '{<.., , l ',;1": . ....~.j '\(1 -, ";",, ,1\1.'", , <,'(i'l' I' r- -.1 ~,.,,~,-~ -, ", ;,JI ~,~ T ,'1...--; ,.' J oJ 'j' !~,' ! ~ ' -, ;11;' "- i:...\ ,~ i 'I'" " , , '1 -'i ~ ~~ \ ! ; C' ,'i,i,.l , ..1....\ ,,';t ~, .J ", I 'Ll' '1" I" ',\" , :-',(' ~,.,' ~ t ',< 1(' ~ " ?,,<rC; '\ t""- ~ ~, ...i ',:", ~. (J f)' 1 , ' ':~) . )c':':,. , ,- ,: ..l ~"..". :"-~ ! ,y"'- ~, " "0.... "f .'.:!.i' ;'[; ~ I _: l,q ! 1"') , .: 'f" ; If. :::: i ~ ~:i . i ~ f" ;':. .,:J; I;: \ >1" j i '" . "{'" 1, :y-; ',1. :l:ll'i" ),i, j!f'(\". .' '-.[.j. ;i ;,{ ,r:,,- "j :.\ I ; ',~: ,,1.,' '-'.:,t ",' " 'f' '~: ~X: ',:' , \1- ,'.' ( ,',-, ..,J; ".;tl' L. ' ',f <":. ), , : ; ~Ji'; i-'; " r' ,; , ~; " ,; I'; ., 'I. : .1")' ,:." :,'il: ::',,' , l i ~ , ., , ~;:~ ij ..- , 'I ..' I,;', I}: J ':.. J. ;'\': -,. ", j"i"", j: - ,. :1,' I!; "~,'I 'j. ,<! :}:" l!r!, '; " ,':) ;'-', :' ~ I: ,..1,1 ~~: ',:', : (, " [" 'I; ','I f>, , ",! ',t. T', 'j ~.~ , ~ ,;?" y ~ ...7 .~. \ .r-/~ Job Addr: Location: Parcel No: BREMERTON PERM.IT CENTER' 286 4th Streetw Br...rton, ~ 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RO OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 It Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RO PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: 'Expires: 01-0335 PENDING 06/19/2001 '\. Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic #: ETENVC~051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Oesc: SOLID WASTE TRANSFER STATION - NEW OFFICE FACILITY 9TATIO~ ***********************************************************~**~******~~****~***~************* Valuation * Permit Fees: 1,027.35 Total Calculated Fee: 1.699.63 105.024.01 * Plan Check Fees: 667.78 Additional Fees: .00 * her Fees: 4.50 Total Permit Fee: 1.699.63 ******************* ******** **************************************************************** MECHANICAL/PLUMBING FI ~\ Lt- "- ( 0 --------- T . \ J\ I ( 'q()' / V\ /~ - I I :- "v' c **************:,***********~****************************************************************** This permit shall become null and void if the building or woyk authorized by this peymit is not commenced within 180 dayS from the te of such peymit, 01" if this building 01" work authoYized by such Peymit is suspended 01" abandoned at any t1 after the woyk is commenced for a period of 180 days. NOTICE - It is the respo -t:ne"~el1llit holdey, not the City of BYemeyton 01" Building Official to see to it that yequiYed inspect.ions are made. The peymit holdey flJ..Ist notify the Building Official when ready foy inspections. Failu re of the peymi t holder to notify the Building Official of requi yed inspections may yesul t in the stoppage of the work until such time that the peymit holdey can substantiate to the building official that the concealed woyk meets 01" exceeds code requiYements. Any demolition, testing, 01" financial bun:len shall be borne diyect.ly by the permit holdeY. Failure to substantiate code requirements will indemnify the City against any and all responsibility 01" liability connected with the constyuct.ion. I hereby ceyti fy that I have read and examined this peymi t and know the same to be true and correct.. All prqvisions of laws and oYdinances goveyning this type of woyk will be complied with whethey specified heyein ot' not. The gyantil19 of a peymi t does not presume to give authoyi ty to violate 01" cancel the pyovisions of any othey state oy local law yegulatil19 constyuction 01" the peYfoymance of construction. Signature: Date: 1 certify that I am exempt fyom the yequirements of the state contyactoy'S registyation law, uncley Section 3, Chapter 126, laws of 1967. Signature: *************************** Permit Center--Approved By: Date: Date: 7/';2-kxJ/ ~.'-'-'~;~'~'~~'~~,~/~'~"~'~-r-'~' l(" ;~ . . ,:" \ Rm: MER ,.. ONt=;;;. A.M;:I: T'N (-:: .;:" :2ai$ 4t.h 6t' 8r'~rt,on!<;.: .Hit Pbo(JfI$:' (3tS..fJ} 478"".fj;?75., '. FAX: (360.) 471;~527'8 >, . . '\ .... "~OlLOING PE;RMIT ,,:30i:/,S-W S(~RN(V WH~ n: RO. t)tv,ffPJ:(;~ 'V!E'W lRt~~4.Sr:Ef~ STATION ;l,1230l~:""'002"" 1001 '-:?:---"-:--'--'-~-"~"'~J <<~-: '1 .R'" t. r L .' I:,' W'~STe..HANMiiEf1E\lon .INC 4U''''27.~1 9<WO, SWBARNtv . WIUTE: RO PORT O.RCHARD WPi 9a36? . , Penjtit ~~ -~1rtu~,n Appl~,d~ ~ J ~~d, 'txpife$ : 01-03:35 PHm~NG '06/19/2001 1 i "'1 I 1 ~l ,j , ' 'j l " ~ 1 'I ,J j J l 'l I A j i J """""",~~~<'-""",~'';j '" '. ':1' \f,h<ll~'er:'jW:A~'iE. HANAGEI1E\1'<lT' 11IIt 41t5-27Sl '~J00, SW BARN'EY WHITE Ftn PORT ORCH~Rti WA 98367 ,'/k.,,~~~it>' ~~ fh,'~ . 9<!lOP E' 1" fiNVIRONl1:ENTI~L. CORPOr~(~n:ml! ,3tO-:U5-275lic i: t:n;NVC~051.N4 Ex!': 01--0"'2002 ^.<I~<.t"""~' BARNtV WHn~r. .RO P(j~T ORCHA'HO WPi 9RtI<:67 l'"c', . . . " '~-i~~hliO,~t1lSnz TRAN$Ft::R STAUON TNfL~ tWF}Ct: FACILHV f;.1!'MUH . " . . .' \ "f.' (. . .,#!'/ . " :, >>;$ un nUU~li*lIOl( )i(.Jlt~, ;* If(l!(l!(lk* ii<::~,)!!*,' Ull< lI:Jt:l()<<:U1<<\~)j!uJ!jlK::Il:lj('u:m:, ')II;~ * ~;l!l:* i/{,lK )jI;lIO!'il!(*l!(;l,;t lfU\:t( llOltiUO<< ;!04(*,~**.lI<::* lltllH~ )ji*, *:11: *~ , " . V,~ll,;.I:~ti.O,,11 f~ , pf;!!rtnit" ~ ' 11~{}21.:~5rotal ca~.cl!.l.',I!l,)tl$,'~,;;ld., &~~ . '. 1~699,63 : 105;0.24,;01, 'I I~(lfan Ct1f~r~"k: ,r.et;~:. "'.667'1.8 . ( d~ltlO'T.]~,~'ee$: . .' " ,~Of . . '. .~,... . Otl~~H" Fea&. 4.50. T t~Yl ,tt fee. 1~,699.r.;13. l'~* ll';)!OIOW,'*:<< llI;lIi*lI!;,';jl:lt,*ill:lil:nJ!ilhn*,:u(.u:t.llr:)IOl\'\U:~()li~ Ullf*lti~* IlI,U:'jOl\U ~lKn *: lK '. . '~,'l *::$: l,'$ll\:*:* ***U*l<<)lot\lfI;,*'*'ltiu\':,*~ JMf-:t'!'1AM:t:~:AL..n'I~tJMalM?f Flxr~~,"~ "/:,," ,.,."..... ':\~' "'. '.' . \; ~-f?,";',~'{...fk,L:. 1 t f\" .~,,",,,~ '~~ ~: " ~{%ftJJ /' , . ltt<<l\O'KJk-**** ilI;j(*,~:~rlklll,**;t:l!l;)jt;Jlnl\1I0!l)I(;l{J!l n illUJI!)j( * ll?U ::lI:lfl:li\l!::1/l:nlfOl: ll~*** l!r III Ul\l:Ji:lt ~:~{ ;tl\(%;i(*~:*J<<1I0tillill:1II11l)!{lkll(1I1 )lljllllllllntl: Ulillllll< ll,*~li!: !1'M~p~t':f1ii'f.l!l~~,U~6~t1\J.U: . void if t~ buildins 0\' WO'yk ~thoYi:l1:@d . ~h'l.$ l(~~-mH, 1.$ 'f1(,'t; ~6r~~ 'withtn . >, ", " ' , , ~,( '.' ',' . . .1$0, h(.,)JW! thl!', $ib\'!> of $itJlljjf, p$t\mH:.. Pl' ii' thi$ oo:lldil'lG.! or wl';;rl"kmttlt)t'iii . ;.h.0t#;1.>t'foH. h SlJ.ll!lp,'lllnd~ 'abl!l'J'lcl(:;I~/.lIct( <!l;li'lY ti'lm~t1d'~~y too work' i..., cOtll~l"IC1ed t'<;.('iS, f,>~'r'i('..llj of 11);,'0 d$}'$~ >< ,.,' , ' ,}' .. 1:>1;.: ll.il':'~hl!l r""~c:m$:it;d.1itYf'1lf .th!if p,*\,'mH, ht;:l:l.d4iJ'r. not t~ City ()f~':~ff1411ytonot' &.d.ld:i.\,,\(!\I O'ffic),iil!ltQ;i!l~ \"4.+QI,!\i~ 1l'l\lp'l/:,(~i;i(m$:i1I\.'r11l !lla~. Thfa f){l}n'I'li1;, ho.l::~y llIl,t~ l'lOtj,;fy~I"l<l!l &JHdiw OffieI.(ll,J" ""Ihen i'llIadY . .Flll'Ul:J~~oft.f~ f;ll\!I'IllH;; hol~l"'l-,,(.'}.tl'fJ't:.ify th& '&lildir\!tl (',If'f:l;e:di!\J,:t~'f'rl!l~intd h'$p4\'f::::eioM Ma~~ v<<t:$\jH~ lr.H'1!\l.~":!f",j;~llf"WolY:k; u:m:J.l 'iluch :hillW tJ'la'It, th'l'l p(lYrdt ~~l~Yce.n ~~<l\m.t.all.tl!l to thElb.ii,ldir~~ b1'1:1.oi,0.1:> .' .thri.l'l:. t;1"l>llI1Pi;~ll\~l:&,IWQ'l'"k ItJetlt$ <:Jl" lllXC~fiKIl!\I cod,", r*quir~ment$" I1WI)' ~~htl~'I;~'te$rHr~'J !;'ly fil1a\1(~:i.IllJ; burl,'.lerl rliiha,;\J b~ "~orr;l\\'1 dii-!I&cu:>,: b>' th~ p*,r:ffll,"I: t;,~)l~\', f's;i.l\4Y<el:)\'} $i\.ib$ltlill.l'1t.iilid:.1I!t C~.. ~'.Ql..ltr~nt.$ !Will :tntlilmnify, t~ Cit.y. $\Q:~i~t 1!I.l'l'/ ll'Indalll"fJol\1lf:\Clrll.!ilil:iiHt.}<.:".w H@;jl:!:t,)' r.oonrl<l!cte-clw..f.tj) th", c(;)l'lrilfl:,rw:,;'t:iofl. ! ;~ , ~1 j ! , 1 1 ,~ , " I . ~ ,J , " < . '. " . " , . , . . ! h,'//r~bY CliiYtl'f'y '~:Mi;: i hu-v& l'~acl $'00 -1I')o(~minllld t;.hi$ p~rll1it, ~l"\d kl1Q\oJ thlil UAl'IiI to be' !':1tu,l\II lAnd C!)il:'~'(~~'l:.: ,All , " :t, P'I'<.Jv:l$:tQrllt< 01' l;!l:we_ $:Hd Qt\cli~l'lf;:;~ !#jt:l\lfll"'I'lirt~ thi\'h t)'J;11S!' of' work ~~Hl b'e r!,.";{;>ill'jp:u.~ "lith WM;I;JJe:'r' \l:lt::'~ifj,*d he\,,>fl}~.n O'!' rot. ThE>, of ,?3. piri'h-riii;. dQ-1ll$ l<Pt. p'(~~",mW' ir,.;J giVE!' ail;uthorit>' 'to V':l.olat~ .~)'r' .;;,;;a~l th(\'!li!n;.>.;bic,no of aT\>, f)thllll' ~t,,' r>l:~I..l>l$.Ul'19 cot:l$tt'ticUorj or' t.Me' Pl+yfotj!lllJ;I1l~ o.f coni:<'f:l'(,(I:;;;f;i,r.m.. ,;.,:. Z2'"">"'"'' .',~ ~ 'I~'{'; ~.~' '.""'..<':, cr;;~~' ,j;,'~"':~' " '\ 0IlI,tJ,e -,.",~ . ~-"" ~,,-,.O?..........."^""- '~~ , j . j j "I ) " ~~lli~tf~'(.'1Ill""t.~ r"f1'(jlJi'I"'i'lWlIl'lrt$of 1,',h.a $illlt:ffl' oorfty~t;'('~I""l$ l'>IIi'!'il1.$tl'~t.iGttl law~., \.If\r;.le! '.li\~~$ of t~'" I, ,,,,,,...~,,..,.,,..., l"'''~'C , :.' ~ O} ~ (f; ~ D" W W t" ;~.;;;;;~:;;;;;.;;;;,;;m;;..;;i.-Jf!iJi!I-- :,-. 1~-' i,:~,t :t'--~"'~-~'.'''.-JI '-'JU L 0 3,.2001 Per:ltll.'t."Cen'ter....Approved t~y~.,..._,^,..~ , ..~ _"'~~_'"_. oate~"M",_l_", ......_:":..,~,.,,_,,.. . " r ./1 1PJO ::!".:" , BRE~f,:- il0N ., , '--"',' I ' "\'i;' BtJlLO!NG DEPARDiJPilJ . . ( 1. f,~(~{I:~i~,:!j!. ,,-, _ ~::..' ,"". ~.., Iii. ..' ,;t:.. 1', J* . ',_.~ ...a;,i. '_"..,4' ....\ .."Jij/~ 1../-' ^"~......... ~ ""';:'" ."'J2"< ~ ; ''':\ j ~.J-l:Yi/""\j:' " , . J '~ 1 <I ,~, I" ,:=; . - ; '" ~.~ . \,' .t '.,.od' l' I~ - ~.~:~ or"~ ;1' 'F v ~""""#h ,~\ , I ' t ' J J ~ t I t J ,~'--~-_.-..,-...-, """"","-\,-"..,.,. _.~~~~..,'~. 8UIQJING RD <;;"1 t\'l ION Mi~N.l\(iKI'IENr INC SW ';1'} ,_!:11~\~~, . ,,:!~.j,~~ :7,jl~?(\{:3..~ -: ','- ~-"~-" -~'"'--...~-- ~.' '~'--'-:;. "'}_l~~i , ',,1 '\~ i j R 1"''1 1"1'-(; e f" .~ftr'torJ iP WA '9, ;FAX: (~360 ) PERf'U T st u~s;: f~PP l.led;: 1,)(;/1 ';)/2tHH. Rf) PORI' ORCt~ARl) ljU~ , f:Kf:> Ires: *~.~****'*I...*"*.**.**.....*.**....*...*', Thi", tl'*V~:U; ll"~lk~,U 1::,,*,C:;~l ~rl>::'! \;'(;.;!,~l if t.h", bu,:Udij~ ,:;. H;;wk ;j;\tlthOI':l:l;,6,'l.i 'b~l thilil j,Jf.li'mit ill' nt''!:, crJf~l'\l::;<K!;'Ji'i;;hin d;OiY':;'; 'l'n?lll Hi"" d;;;I'I::~ 1;1'1' ~fch Iltillle;~it. ,:,\' :i:f thi1\\< !::JuUdi,,1';; t' ~lY k ;t~J(;j tl}' ~iltlch "};J(1I\,'lff:i:t 1$ \")Il\\!\pi'l'rl;":'1~ Olf ~b,;'l'1(jr~.V'lI1'l,~ ir~1: :$i,l'iY id,lIWii 1li\ft1ll<Y tllllil \r>K'l,"k i'il> ,;::A:)i,illl(t'ntltii'cl for ~~ J;:i~yj,I:..;j tJt ilO d~'7":li. OW'fl~Jr ;, WHX1E RD porn ri~H~tnt: !;~ r t:tWH(ON:t1ENJAL CORPOi{Al:tO~~ WHl '.. . 1 ., STAn:ON" 10 Ht',~~:jHt~ltC/lt,.lPll.H:J.1NU r7rXjlJ!;'l;!:S,"'AA' I \"---- n' /'r \\~ / :/ ro~lq~o r) Lv\1 M" 0/0"" 11'.\1.1 [)i;P ~ >~ QfflCE fi~tl rrliXNi 1 culat fee: 1,'9'.63 Addit 1 .00 '. Tot Permit Feee 1~. \ ' , )I; ;~:*(:i~:~~::i'i Il(JIt.)!;Ji): I~!*~ ~~ ~.;i{.JIt. :t~;~ *;j\)~ ttlt: lIi'$;,'fI(::i::!lI it: ::r.:iI :t~jOI,;<<)!j;~ *~ il:~ $;)~ \. , , \---' (y.' I vG r,f V\~ .io-->'I -T-'~.' , " , j ,I'MTr:lCi:: . it, i'il tht~ r~:i!1~i<"I'l'$1,l:;1iJj,.t,," !~f thlt' 11l'~'rMH. l'lOldrlllr.,I'lot th~ Cd:)." ()f l'4'~}:(I\ll'H..l0"ff1 or r,,y:l.ldil'f4! O'l'fil:;~,;d '~Q $t~ bQ 1"'i.\t't~.JJt'i::<<~j iMP..~et!,,;,w'l1lO!, tl,'(<iY Illt~de. li1<\) i).n'1I1it h\:d~iI'r '1~,ljM; no'I;..tf,,' 'i;h<!i) J:3u:Hr::iinl;1 O:/,'1'ieh,;l !'ih~l1 ,'4li~,dy 'l'~.lr 1'"',i.i,ll,ll"$! 0'1 trll!l' ~~l!w!l)H f,,:}\d,,*~' tl:.1 \"loUf)" ~:hll' ~l,)),h:!i.r\"'l ()f1':bc:iid of' l",",(JI4l,tIll'C1 j,l'$p'ijcJ'l:.i~;.n1\1 lll'illY l'<Il'ti\Ult in th1ll' ~"I~l:'PP~')lI," c4' 'th~,.lA'l)r!r, .tmtil ':lJi,ldl tVflI'fri;:h$tt. 'kh"i il{&"ll'd,f; 1'll:lleltiO' Cl'll'. $,!bllit~~rttja1:~, 1',4,1. th~ (;tff:i.c;i~l l"li.It'k :il!llNll't:',ii'1 (:IV' e-::W;~"';;'~$i C1l;x:I~' t",",qlJh'<li11tl".&nt,\;l. Al"(Y' ckiI!~i(;,,1i1:,ion.ti~~~titl8. (;,\' n,Yti'il.rr':;Mi\.1. bi\lt'1~n 'illh.d,l !~I;"'l;hll- ':;1\\<\"'111.:1;, 'R!')h~r" F(i!t:l. h."I''<iIt,;) <:;\::w.:k! >'",'~d ~'Ii''1I.")nb" w:! J. l "1 nd6imfti 'I' y tf1ilii' C't'l;.}' ~\I\V, i\II.U Y!ii'~~r/;'>:;"!l'l>it,HU." 01' 1 1,,"pi,1ib' e':;"1l'1~;t'~'d "'.lth *,~;i',t\~li:'!'1';)n. . .' I UTI ("frr' FIi6 S -f J/tt;4% ~ LN 1'S. ~ 7!il /2JI,6211It''lJl..D .:t h.,,<"t1b';i e<!fY~df)' tJKI\t 1 h,'>'Av~ ~'iIl~W;l ant;! l'l'"'''-'''.fi1in<l!,;JtJrl.$ j:;l<J'i'iitit k)'lO\4th#J 'ii'.'liJtli0 '\::i) !::ilf<' knJ.l1\' rimd C'C')"l''''I~t, '~l! . PY(;lV~;#:ioni~. {~f ~,tl~I;JI"I;~l(::4':$~hiVt!::fI~l;>1:'P9x!J ~l"'k !rfi/MJJJ/.s"t;'llll;~~~<f!;Ci f 1<!\!,1 fllil'r''',dn i,H" ry.)c~>; thl'tl \ !\lI,,;trtn,I"l9 ti'l' $, .')I~i'lllH~ ~"'WI no.t P'i'"".lI~ ~o \i,rl v,!\, lil!,lHlOd, 1:0)1 t~) VJ.,~.:l"IIl'~iil ,~y ol'l,nG~l t.h~ jilY\:wi""i,;:<n'k; (,)'1' :::~'~>, "'-"-S "....i ~~ '~~ti"':-'OC"~ ,,, tl~ ".':'::'<h of 7""~'~' ,~,,,,,Jll,~ 1,\,,\. ~"...",,,,,,,,_.::X,,,,,,~,<:""'_,,~\,,,.~)-,~,,,..,,-~\.,,,,_._.,,",',,,"........,,,."',, ",\\ ,. """,._"""It2.J.M.-4,~.,t",_....",__..,,,,,,~,,,..,,..,,,, '1 C~l'.\'~:i,h" thJf,t~ :t $.00 (!rK;;i!~ll,\l::. rY'Ot'\1' 't;h<li!I,,,l!:j!,d~'ji!'IIl,,.h"rt;$ of 'U'I\!J' ,&rt:;,.trct ,(.t!i;:1.:l(:';';,'(flt,'i,.:!,,\ 1w.J, "mi~l,",~' S'i;;g~cl::1on :t~. 'C~li\r;;ic",,\" l;~,; lJ<1l.W"" ':if' 1';16'7" r,:i r~l\..~.t'.Ut'~ ,~ ..,_""",....,~"",....-w.r<<;''''"'.,,''',,'',r''w., ,;...'w,"_"''''w,.'<I,'''".,.,''''''...._I~''.\''..''"',.~,''''.t' "'. ~>'....f\'.<'~,..,'.,..'.,..._"~""..,'..:;,<--+#"......~...,"'-"....."_.,,..,,,.<"",~.,""r""""" tNi.t.~ ~~ ~~~~*~**~~*~~~*~~w~*~~*~~~~ ~.>I, f 1. 1:1(" " ,,' .;' It ......."". '" , "=rr,l" "".",,..", . (::~rU)/A4'0' i / ";.,~" -",;:'::-- - . -._~,,<-,:.,,- ,.-,,"-, ..... '- '""" -.10. ,_,;t' ~ ./ . 1;, j;~:l,..-ll.)t)j...".,,,,..,,..,,""~, { f ,....,r.'l\'>~ .,,' .,~.. " 'l"" l_" ~ 'AO, '.L ,'a' - '~:L Job Addr: Location: Parcel No: BREMERTON PERM-IT CENTER' 286 4th Street. Bremerton. ~ 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RD OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 \~ ~/' V ~,.. ......7. ,-,,", ~' ,/J ,,:/ .' ,;:7 , r '\ ,,;:7' It Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: '''Expires: 01-0335 PENDING 06/1912001 "\ Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic #: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Desc: SOLID WASTE TRANSFER STATION - NEW OFFICE FACILITY 9TATIO~ ********************************************************************************************* Valuation * Permit Fees: 1,027.35 Total Calculated Fee:, 1,699.63 105,024.01 * Plan Check Fees: 667.78 Additional Fees: :00 * Other Fees: 4.50 Total Permit Fee: 1,699.63 *************************************************************************~~~*** ********* MECHANICAL/PlUMBING FIXTURES- / 8cL ~ (~ . -; . \ ! In ,\1 LJ\i vl~ -( 1"'; -' I vI -0 \\ " , ,.j l I J '.... '--""" ./ --------,...--- ~******************************************************************************************** This pennit. shall become null and void if the building 01" woyk authoYized by this peymit is not commenced within 180 days fyom the date of such peymit. 01" if this building 01" woyk authoYized by such 1:>eymit. is suspended 01" abandoned at any time aftey the woyk is commenced foy a peYiod of 180 days. NOTICE - It is the yesponsibility of the pennit holdey. not the City of BYemeyton 01" Building Official to see to it that yequiyed inspections aye made. The peymit holdeI' rJl.lst notify the Building Official when n~ady foy inspections. Failuye of the peymit. holdey to notify the Building Official of yequiyed inspections may yesult in the stoppage of the woyk until such time that the peymit holdey can substantiate to the building official that the concealed woyk meets 01" exceeds code yequiyements. Any demolition. testing. 01" financial buYden shall be borne diyectly by the peymit holdey. Failuye to substantiate code yequiyements will indemnify the City against any and all yesponsibility 01" liability connected with the constyuction. r heYeby ceytify that I have yead and examined this peymit and know the same to be tyue and conect. All pyqvisions of laws and oydinances 90veming this type of woyk will be complied with whetheY specified heyein 01" not. The gyanting of a peymit does not pyesume to give authoyity to violate 01" cancel the pyovisions of any othey state 01" local law yegulating constyuction 01" the peyfoymance of constyuction. Signatuye: Date: 'I ceytify that r am exempt fyom the yequiyements of the state contyactoy'S yegistyation law. uncleI' Section 3, Chaptey 126. laws of 1967. Signatuye: )IC-':*********:!::I::::!ot:****:l()<<;t::***** _:;;> A J2 Ii Permit Center--Approved By: ~ VV~ Date: Date: 7- q~[) I ~-~- - r fir;;, " l r . ~, f ~ I I t t,'; " t, , :~i;' c14i0~;~;~:~L;'~:;~ '~;':;Wji:t ._, , ~~~ .-.-,.-,~';'!' .~ 'Applicant: .WASTEMANAGEI"lENT INC 415-2751 '930.0 SWBARNEY WHITE RDPORT ORCHARD WA 98367 :i ' Permit No: status: Applied: Issued: Expires: 01",0335 PENDING 06/19/2001 '~~1, '1 1 1 I j i ~ j I I j " ','" ' :,l',..,D:l.i?J$ , ' BREMERTON PERMIT' CENTER " 286 4th, .$tr$et ,f~Br..rt.on !JWA98337 'Phon~: (360)478-5275 FAX: " ".,i ,", BUILDING PERMIT Job: Agdr:/ 9g00 SW BARNEY WHIT€RO ,Lbcatioli~~:~'Ol YNPIC VIEW TRANSFER STAnON pa'r-eel No ::1123012-002-1001 (360) 478-5278, ownen:;;JwASTE MANACiEMENT !NC' 41~~;:,2751 " , 9300,SW BARNEY WHITE RD PORT ORCHARD ""~367 Cbr'ftracton E T ENVIRONMENTAlCORPORAHON 360-415-275Lic:if: ETENVCJI\051N4 Exp: 01--09-2002 , \, "" 9300 SW, BAR~EY WHITE RO PORT ORCHARD WA9836? subd~ntr:,' Oesc: SOLlD WASTE TRANSFER STATION-- NEW OFFICE FACILITY ~~. .,~.':::~i";I';!;j" , )!($: **)1( ** )I:~** n)l:)!OK:>I( )1('** n* U)I()I( Jli)!i**)l( n * *:1( ** n)l( U JK* n :<<iIt"'* Jl\l!OIOI()j( *** * lI::*>>:)I()j()I( **"'* **)1:: * )1(**)1(* ~~)IO'<<*)I( llOf( *)!(U 'Valuation ,)Ii: Permit Fees: 1~027 .35 Total Calculated Fee: 1,69?63 . 105,024.01'.. Plan Check fee " - ,667.78 Additional Fees: '.00 " ,;lll' ", ,', ,OtnEil'r IS es:4.50 Total Permit Fee: 1,692..63 I,' n:u~u*u)j(*u****)j(i*u%* **:lKn::!o!C ,lIi*;j()j(lItn*:lKl!;)ld('*lK:i;.)j(***:t*lK)j()IOIl)j()j(U**** ***U)!o/(u***uu u~'*'jf*,~u** _ICJ<.#\!"1m" FI"''''''''-- "', ^)\ r. -.--/'""~_;~'!i~" .," rt=\ ~'. '"J '1 ,G~I q -(): L~ v\ ,~~ :: ' , JI\*********.*****..*******.* *.******..**********************************************..******* 111i$ pt!imit shall become rnll and v id if t~ building O~' work authoYiz:ed by this permit is ootcOlnn'lGriced within nl ):$0 d$l)':'l> ,fYOtlithe dat.e of such ,permit: 01' if t.hi$ blJildil"ll;;l 01' work authoYized by $lJch"peymi tis suspended/oy ic,'~,iaQa.rldon~H;;j, lll~,ar\y.t::i.llW! $tHey' the wo~'k i$nced fOf a .pey1OO of 100 9aY$. r 'NoTICE"" It telf,the ,l'~on$ibi1it>' of 'chepeYlnit holder. not the City of Bt'&nwnton q.i. Building Official, to $'Se .. ,,' " r, < . 'to it that. YIlH1Ulred irl$p~tion$ <'l.l'lil nl$.de~, The pennit. hcllder fllU$'t '(101:.1f)' tl')i!1 BuHdin~ Official when n!lady foy , inepllll::HQY;$'. 'Pal,lureOf . tM permit .holdey to notify the Jl-la-h:ling ,Official of required inspectioYI$ may YE.'SUlt' ;'i"t~ stOPpal';1il!: 6f the \>lOYk until wch time that the pefMlt holdey can substantiate to 1:M buih;jil"ll;;l official; 'thiat the~-:;ono~~d&dwtl\'''k meets 01' exceed$ codeyequ.ireilWllnts. ArlY,qamoliti01l. t.esoting.oy fimnciat"bt,!,yden $hall b~ bOYl1lild:l.fect;lYby ,thle prlS-yrrdt ,holdey, Failure to $l.lbatantiat\!lQ?c:Itl Y6'c:"juiYement,$ will indemnif}' thet:it.r a~in$t~nya:~', , ~Mt/l#ffltl;on;;~;;ht)~-in$t~mo~Y ~~ 777~ I heyeby c.'(iIYt;d'y~1? ~~a~xarli~6~ p~ a.~ ~~~ tnJ.e and con-eet. All pn::ivisi6n$ of la\.}ls a\1do~dimnc" I'O!OVeYY;lI'19 thb type-of WOYk ~"ill beCOfflPl:it!d it.h h th&Y ecified hnein . ' . ~ ov' oot~ 'Ttle SYal\ltingdfa peYl1'Iit does not pY*$U~ to giv<1laUthodty to violat pyovi$ions of 11\\17' 6they $tat<i~Ylocal law ye9l.l1ating constY't~c::t~~n oy the iperfoymance of con 1:: $ignatu.Ye=~~~~"~.____ Oabn.__ :1- 12 .0 \ '" ...-------. I ceyUfy 'that ,Iaf/lex~tfrom t,he requiyem.ml:.s of the state cl:WI't:,ya.ctoY's,regiet,ymtiol1 law. under '~tion 3. Chaptey 126~~laws of 1967. 'Sil1jnatu.ye'l:___~._".~_~,.-'-;'_~._______~___ t)$r\te~_~___..__,_.,_._~"_,_. .****...**.*~..***.****.*.. 'Permit Cehter.':;:"':ApPfoved By:_..___~,_".._,_..._ Date:~_~______...:....,___~ /~ . ' <~"}",-"",:"._,,,,_~~ \'~','.-.............J__k" !~< '(~.~'It ',:-.--,,' ".L ,,~'~ I~I:............. "'t' !;: ~ 1 "~\.__ 7.<.... -;,;, ~ Building Permit Application City of Bremerton, WA 98337 Phone: (360) 478.5275 Fax: (360) 478-5278 Ol --0355 9J1;$ APPLICANT: l2!IOWNER DCONTRACTOR DAUTHORIZED AGENT Site AJdress:-9.300 S. W Barnpy Whi tp RD. Port Orchard, WA 98367 Owner: Waste Management Attn. Terry Bickel Contractor: ET Envj ronrnental Attn: Jim Frisby Contractor License#: ETENVC*051N4 . <to."""....... ..~..,:.....;:.Al.._.~.... Tax Account Number: 111301 l 002 1001 Legal description attached Address: 9300 S. W. Barney White RD Address: Same as site address Expiration Date: 1-09-02 Contact Person: The IT Group ConbctPhone#: 503-372-3663 Check the type of application for below: o SF RESIDENTIAL NEW B COMMERCIAL NEW o DUPLEX 0 COMMERCIAL REMODEL o MANUFACTURED HOME 0 COMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERICAL REPAIR o RESIDENTIAL ADDITION 0 MULTI-FAMILY o RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: Scope of Work Proposed: Solid Waste Transfer Station - Office Facility L:~ ~LJJ ~U ) O~7[g JUN 15 2001 I U! ~J BREMERTON OU!LU!Nl1 DEFi;R i rv'~:~~~ Square Footage: Dwelling: N/A Carage: N/A Office Facility is 1840 SF IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? Decks: N/A YES NO x Valuation . ,'L "Permit fee:' ;'. , , ;' ! ~~;.?(<.;1ASilrc:;harges,') ,~ I 0 d-l .35 EnlSrgy: $50.00- $~ State: $ 4.50 ., 'I'otalFees $105,024.01 Plan Review Fe. <:.0 <0',.( ?O~ .~-\ Applications for which no permit is issued within 180 days following the date of application shall expire hy limitation, and plaus $631.31 aud other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicaut for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resnbmit plans and pay a new plan review fec. APPLICANT'S SIGNATURE: r{j;R/J DATE: ~~I .' ",,- -',--.~~ ~'~--~."""""-,-'" ..,-~ ,"~r--"'~"'~_.'~'"-~,'_~_;r............" I *****~**************************************************~******* j.nt~'id~ (}(,l:l. 1 16:: IPT **************************************************************** ~~.j!I<;)tJ n'l::- ~ 19/0 t :i6: S,::i atlen: Inlt: VW T i-J./M€CH/P' I 1. t, t;:; ~~~!$f~: L(1c/:;: }~) t i on ~ "",..,",-",,',,,,,,,",,, 'I hi Pi"), VIEW STATION r<.:rta:d F~~e~1;: 7. lot~!J 1,6~~9 "6:.~ 7'" ;t'a lance: 1, 1~85 ** ~**********.**.******************~*************************** J ion {,qmou nt 1 ( 4!:\!:~O) PLAN 667 . 7f,;~ ~"'" ., '," .i,>' ...."" "'" "r>' ,'" ,~., ......~ ,,"~ -~," "'~ '~~" ,"'.~ v" ,""' ",,,, -, ) .v ,Aj(:1i:.'f;:.;:~ " ..::' ,'>.Jl""" .~' ,~~ _-,"_T,.~,~,~~;~,"~,"~,.~. ,~;;,~v -' ~.. ,-",,,.-.--,-., ,_. ~__'~';;~'t~~ .....~, - ~,,- ,1 i 1 BREMER TON PERMIT CENTER 286 4th Street~ Bremerton'J WA ,98337 Phone: (360) 478-5275 FAX: (36<:J) 478-5271:3 BlJILDING'PERMIT Job Addr: 9360 SW BARNEY WHITE RO Permit No: 01-0336 Location: OLYMPIC VIEW TRANSFER STATION stat ISSUeD Parcel No: 1123012-002-1001 Ii 06 9/2001 I I ~,' tssued: 07 5/2001. Applican~: ~~5TE MAN~GEMENT INC .415~2751 9300 SW BA~NEY WHITE RD PORT ORCHARD WA ,98367 , 01/21/2002 Oi;mer ~ v!ASTE: ~1ANAGE.i1EI>H TNC 415-2751' 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 f r I I I I I t f f' :<<:<< ** :;()I:: ::nj::)l:: *)(()\{::J:: iU * W. ::IO!:::* ij()!::::i( )I()j()!:: *::1()1( )f;:::+1 ::i( :IOi:::+:: >>: ::<<: *:1: * * )101::::+:;:/( *::+:: Ii( ~ * )\( * :<< :j:; ::n: * If.::j:; >1c:{( ~O!:: ::jCf::+:: ::t: ;':::1;: * :*: * if; ::J<:1t: ** ::f )!: \y. :n( il:::'!:: * :~;t; * ::t ::Ii, if~: r t t' f" I Oesc: SOLID WASTE TRANSFER J.O.!\! - RECY(:LE' 'J i I ~ 'i I :1 .~ Contractor: E'T ENVIRONMENTAL CORPORATION 360-415 5Lie #: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY ~HITE RD PORT ORCHARD WA 98367 Subcontr:. , ' *******************************************************************~************************* Valuation . lIr. Perrrdt Fees': 522,..55 Total Calculated 866.71 37.100.87 * Plan Check Fees: 339.66 Additional F .00 * Ot.her Fees: 4.50 Total Permit. Fee: 866.71 *************************************************.******************_********.I**t*.********* Ml[CH'\NI CAVPlJ,JrIB!NG FD(T\..iRES"- 1 :...' Thi~,permit $ha,l1 t\>!!'COfl'le null and void H th~ building or !A\O\'k <luthc)'f'tz:~'!d by this P.WI11:Lt i$ liCit c(:;Jmln,~nc~ ",ithin 180 day'", f nom too \iat,1j! of such p",yrnit, oy if thh, building 01' !;JOY Ie al.ltl'~:,yi7.ed b/ $IJch pe"(rrd t is $1.lsp"mck~d or- .il.bMK.:k:me-d 'at Ian>', Um~ a'!'te'( t:oo ;,'O\-}( is commenced fOl' a p(i!)'iod of 180 d.'l.l's. r I I t I: I I , I f t I', ," " r i ~, --"'~~._''''-''''-'--':'';''' I h",yeby C€!ytii',/ t.hi1,t; 1 h$,ve ','ead an:1thi$ pet'l\i,Lt;a,ndknc'llJ the S<:\i\lI1€" to bl~ tnl'i' <'lnd,;::oyyect. f\ll p of lciW!', 3)")1:j e,rd:loonc,,"<'iii r;Jov/E',i"1ing this typ~ (.>1' I,....oyk.,,\..J;lll b,t' cOfl1r:d,ied ,,,ith wh'lil':t:Ji'l1l:Y speci'Hed h~Yein or '11ot.. ': The; !(;l'r, tin;;! ,f. &.!etmit dC'l1!$ ro."lt Pte'SIJ,I1lf.l- 'to !;;it\!"" <ll.l1tjy:.Yit,y to violill,bl>! CI'( C"',I1(~".ld'l~ r:'1''':'''/.1'"i'::'''$ of any 0"';' .t .'" or '1$:T r~l.t"" """"'UC:!fIW'rfO'"'''''' 0!-r:'050:' d) . . Si_tur..~ _. ~'-.-'-_ 0".'___---'..__.__ '[ c€-Ytify tha :r a 'l!!-X~1t from th.e, '(eql.li"'S'm~nt"" of H~ft> cl:1l1tn3.ctOl''':;;' y~gist'(~,ti(m laiA, ~ction 3, Chapter ..26, ls,V-I$ of 1967,,< 1 ;1 J ) :1 I I Nor'ICE - It t$ the Ye~ort$ibility of the-' Pi&'(m:it hold~:?)"~ nr:it ,<th;~ Ci.ty of ts'(@<ftN?'('b:)'r1 O"{ i?'lJj.ldl.n~ Offit~'i;Bl to $e~~ to it thad: y(>clui'(ed in$pections ay", Wlad.f2.. ThlJ!' per'/i'dt hold<<y must \'K,)'l:ify th'Ei 8u:Ddi.l'lg Offici",] \<.'i)(j.n 't'(Md,,' fOr ' , , 'in~ecH\:;.l'1$. Faili..lY@ of t,~ penni f., h(~ld\",Y. t,;) l')C:<1:i fy f..h,,,, P"uiIdim;;: O'f'fici$.lof 'H.,qui Y'illd iT1:$pl~'ct.i()n$ IY!;i(lY n,-:::u'i .j: in t,he $,to:-JPPill.S!'" of the W(;(j~k unt:U. >SiJch t:i.i1l0 thilt the permit hold.:;:r com to the, building of,r'ici,]J th,,,1; 'l:,~ con:;:eal...d l,rorK 1ll<!'I$':'ts ell' iIl'xce",c:j.", 1:;06$. neqUif'em\~YTb~" "")1'." demoHtiem", testing, ';1\" f:i nc\rc1ciia:\ b(IYC'ti'n $ha.:U be tn..jnft?' diYl$'ctly b~y t.h~ p<&'(tnit t'l(:)l.d,Fty~, P-:':-&jJ,IJYe,. tf.~ $ub$rcanti:ate requj.'r'y;..ment~.; will i,rK1E-rnrdfy t:hs. C~.ty ",siin,,,,'!: any anda,ll n~t~'Pi.':,.tlt!lib:ilit)l en' li':RbHH:.y' cnr!r'l11"c1:lZ<l ,,dth t.:hoe> c""'l1:struction. Sl!i1nature:_--------"-,-.-l![i1 ~~.___~"__,_<o~..,, Dat'ii: .__.___;..,_"__"._"~._"'"._.......".,,"_,~,..._.._,... ***)l(*::Ur:n;l(;Utlr.)\(>>:)j(~Ol::)j()j(*~(*)j(;n*" J" 2 ~ Q I Permit C e n t er - - A p p r OV e d 8 y 7.",. ."..._... -d...._...,:....... D ate ~_._.-;.:..L-.::, .'7'.......Lw.:: " " "":..-... .-i '-'j, /.._".:~;.,\~ :~---- :'-'" ""~-;; L~~."' :'~'" ~I . ,.~ r~~{~~~-~; ,. ~jt ~~-'~~:~'-~-~~~'~ ~;T"~-:-'--:-~'-'~<-~7'/-'--'~ "'J~Pl F'ermi : 01-0336 Pf:."~le:: 1 ' I I J ~~~~=:=====~==~======~=:===~====~=======~===~=======~~~~c PERiC'\I T PERMIT CONDITIONS '1f;f:.~: ';;;:;::;:::.::: ';r:::;;;~:::,::;:::~~:t1::=:::;:J:::.tJ.:::.::: ~ ~ ~';~~::a:;::::c: ~:;;:::-.;: .i';.Z,= = ='~:;''1; =:::=:::;:r.::::;z.:-...::: ~ =: ::':.::;~:;;;:;;:~':':.x::: ;:'i'c::a~ ~;:~::::;:',~' Job Address: 9300 SW 8ARNEY WHITE RD Assr Acct No: 1123012-002-1001 Location: OLYMPIC VIEW TRANSFER STATIDN ; 06/1. ";;! 1 ;" ():7./;~5"/':~?()<)'1. ,~ :~) 7 / :~~~ ~\J( 2 ()() J. Appli~ant: WASTE MANAGEMENT INC Owner: WASTE MANAGEMENl INC Contractor: E T ENVIRONMENTAL CORPORATION I 1 ~ I 1 I j 1 1 1 1 ~ " ~ :1 .~ ]. . 1 . ~ <f 1 1 1 :1 I i l I t; t l. ' J; ~ f I t I ri ion: SOLID WASTE TRANSFER 51'ATION - k:EC'{CI...E :S:,HEf) Condit,ions: 1" A)Me:et ()r ex En' 10,,, "E9tes:~'(" rfqi.J 8)Double key not allowed. C)Fire $)(tingu s s per UFC 1()---L D)Strongly recommend fire alar~ and sprinkler E ovide for fire dept access. ';'" ~s rn f!? '1''';. t ~s , ,....., .:. " > , ~,' C R 0 sse 0 r",1 NEe T T. 0 N C 0 I\l T R,O L. A )Recluc;ed pre:S811rE) backf.lclA,1 a88embli(:ls(~re)-$quir I",jc.lter seniices in thh::: cOi11pli;:~x. 8,ackflol,<1 Ii instal grou in a frost resistant e near the water meter. B)An approved ckflow ~ ly with bypass meter is required on all fire sprinkler systems. NOTE:, ALL rt"PPR()'v'ED 8ACI<FLOl,J ~;SSEM8LIES t.'jUST BE ()t'l THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED ASSEMBLY LIST AND MUST 8E TESTED AT THE TIME OF INSTALL- ATrON, l,JHENEVER MOvED OR SERVICED, AND ANNUALLY. TESTS MUST 8E PERFORt'-'IED BY A CERTIFIED t.,.jASrHNGTON STATE BACKFLOl,.j ASSEMBLY TESTER. TEST REPORTS MUST 8E SENT TO .RT PURL.IeWORKS AND UTILITIES, ATTN: CROSSeONNECTION CONTROL. 1 ()O O~fS TER SA ''( 1~;1~.'/E:~..ftJE;; 8.RE~'iE.RT(}f'~;1 It,JA 9f3:312 " 3. ENGINEERING DEPT. CONDITIONS/COMMENTS: UTILITY FEES AND ASSESSMENTS MAY BE REQUIRED PRIOR TO OCCUPANCY AND FINAL ACCEPTANCE. 4. PLAN REVIEW CONDTrONS/COMMENTS: A) THIS PERf'HT HOTP'.iC.IJJDE 'PLUM8ING i~ND i'~ECHPd'nCAL F;EVIEi~ OR , THE PL.Uf'1f3J;i\,IC; f..itI'lD r"il::;C:H(;;\NIC,4L PLM,,!:":;, t'HJST 8E suet'HTTED Ai"'ID APPPO\.'ED UNDEFz SEP(~RATE PERi'HTS BEFORE WOP~; CO!"lf'1I:St:~CES. B) ~)TRUCTLlF~~\'L 5. lAND l COND]TI0NS/COMM~NTS SUBJECT TO ANY AND ALL CONDITIONS STATED IN THE DNS. ( TERMINAT~ON OF NONSIGNIFICANtE ISSUED 1-10-2001) ()n .3Jl OSU1"'E~ f J I J f I.., 'Permit; Holden-' ,'; I Signaturf3.___._ I, I ~'. I l~ RED" . ~ . -~~~. Date --1 ~!)5 -0/ .",.,-"'u,""'{_.,"<,~~.~.....""'_~,_....w,~_>..;."__,,,,.,~ 'N>>._ ,.),\, Ui,~".~),,_Cf , ').o...-:'~~!- ,,,' ..c:i,' \I~"'~"'" ~j. il ,~ J :'~,f- f. '. .., I' . .....--..,..~ -~., :'.t ~ --- -- 1 "",' . .~.... ;"f'" l' " 'f ;, !}( ,'~ ,~.<-~._.~" <":''i'' "".",/:~,':'~f~!'T\, ~1\:rI,;I.-", ''>:[\''~,1.~\".o;;;'" ~...~~-~ " .,."',............." ,I~!' .._.~,................--.. ..~ ' ',' ','\". 'u - - ""'" "~~ ,:,:;t,\,;,{"/'; BREMER TON PERMXT CENTER. 286 4th Street" Bremerton" UA 98337 Phone:: (360) 478-5275. FAX:, ,( :360) 478-5278 Job Addre$~: 9300 SW BARNEY WHITERD Location: OLYMPIC VIEW "PANSFER STATION AssT Acct No 1123012-002-1001 8uil~ing Permit No: 01-0336 Status: ISSUED Issued: \~7/25J2001 Expires: 01/21/2002 REO U I R ED INS PEe T I Q N So /,ff! , Item:. 01.100 FOUNDATIOI',I--FOOTINGS Dept: E;LDG Dl'v'ls.l()n: Item: 01200 FOUNDATION-WALLS Dept: SLOG Division: Item: 01700 FRAr1ING. D!ept: BLDGD.ivisio'n: Item: 02702 FINA(--PUBWORKS D~pt: PUBWORKS Division: Item: 02701 FINAL--FIRE t:.FTRE Division: Item: 02700 FINAL--8LDG Dept: SLDG Division: .'" . . * *.~ * *:>l<:;;j' * * * *:>l<: * * *** * * * * * * * * * *' * * *:t *;;j';:t' * *)\( ~~~*:I"~ ** *.* ** *' )\(.t. *.* *::1"* * * *'r- * * * * "'''f*'i''::j' >!c"i' \f c~: 'f' .~ "'.' " '. ','" ," . '."" " ......,....".\ .:...:. ........."... ....:' .... ......:... ",' ...,...... . TE~TING: MUst be recognlzed by the Washington ASsOciation 8uilding 10 ~PECINSP: Must'be registered with the St 6f WA. ST OF WA: State of WA Dept. of Labor a .1ndustr 478-4q21 HE;c~'L l'"H ~ Br EHYier t.() fl/l<. 1. tS8_P ~{(~,3,.1 t h 'D i st r i c:t, 4 7(i~""ES2~35 ~, '.>-' ALL INSPECTIONS PERFORi'1ED 8Y THE eIr( OF BRE!'-1ERTOf".1 l"IUST BE SCHEDt.ILED THROUGH THE PERMIT CENTER. (360) 478-5275. . **********~:0:ij' ******" * *** * ***************** "" ** *********"**** '" **** ***"'***** ~~~~~~ul:~~~~_ Date,~7:.P2~~L_~_ f,i!'^"~~>.... '." \. ~'"--"'__'''"_I;' :..........t..._".:-~;'__'. . "" .lrl:.. ~ ".< ....~ ,-':'. ""'" ,-'- " .:...-, ~ r I I l ~..,' ,",.~ ","to ......' ",,'" ,>,,'-" '.<" ',"" ""~, :;::>'j> ,...." '1.'- ..{;o- ."',,,. ,...., '~" ''''J l',,~<:" ~, I~; ~;'~ $ :~~ T' :3~) a ~y( Nllf'e1 n t,. "r;:5!,~,~""W,'i"l,";\\,,{I""""!:r!r, -, ~~~"~;'J.of":'T~ij>'{,~:--..,~".-.-... -'- "_~M_'~ :.,\_ St :>l" ~k ~~c ';k: . ; ;"1t}:~~ '~~" 'r ~'::. ~~,.. ....." ~," '"r"~ '"^,,, ""''''-''''' R t~(FYJ\tf:"~'! ;,/ T 1" " ~~\ ~~, T Cit .1 t!~~-NI- *******************~***** t,:;ccou r1't T ~~, 43-' ;;: :3:-r , 1 "( C~ 2: '~:J-~~., t: r f f t I t' f I f f L__ ',----- , f.~) .~~ () n ~) r A 'T 'k~~ () ~~' t~1 \~ :>S ~,) f~ C' ,3 ~, - '" T"'! ~,~ /t./i2:'(',I,...J ,",-" ~3f>ffi~ " ~~i 1 . ('~ () "~;' ~~' ~~. 4 "' ~:,~ :') ~, ~ ~,.,.u..-.-~ _,..-.....-....... __',~ ~ ~_. , 1 1 I I I ~ 1 Ii j ~ ,~,1t,:"""''--:''Y'J /l ~ CITY OF BREMERTON. 239 4th Street. Bremerton, WA 98337 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Jul 17, 2001 WASTE MANAGEMENT INC 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 SUBJECT: Application No: 01-0336 Site Address: 9300 SW BARNEY WHITE RD RECYLCE SHED Your building permit for the above site address is ready to issue. The balance due is $ 527.05. Permit Center office hours are from 8:00 a.m. to 5:00 p.m., Monday through Friday. Please contact me at (360) 478-5275 if you have any questions. Sincerely, m~ Building and Development Specialist * Equal Opportunity Employer * ,~~RmMa:~Tr'OM:~;';'R,e'RM;Zt'T:;,,',$'EN'':1l7 E=R ' :~86i;~4t!.h;~St:T:ie$t:'i1 :'.;BnemEtr.to n~;;;:WA,:;c,98337l';: ;\,ic; ""'"",,,m;J,;.:A: ,';.. ""'-'6''''''''\'' ),,A '710";"'52 "'1l't:',;:', "c-A)('" (, 3' ~A;,) "4"~o "'52"-7'8' , j~t'J;~~{:,r;.,,~yne-~l~~~:~"';'''''':Q.~ '-..r;>;J! '>'T"'"-,:i' > q,y-, , ,""c;I'" , F:' ",' "::'; ":'e~ILr)lNG'PERKIT ' ~;;',' '~." 3Qb;",~dm~:;f,~al0>'~f!t:'::B:ARME.'iv WHHE",RO ", " ./i,;' 'i'~Al;It~Gal~liij;1!j,'~' ':\$fJ1"flI~~' :.elll': :rRANSfE'R StAUON :'iL' :"~aI:'ta*", ;jj1o~~'.~5~~~!$i";,~0~\...1 00 l' -'" - :;(;;;, 'Applicant: ;\i)-AS~~~Nt\GEMEN:r- irNfi.4lS';"'27S1., t: J;;,:!;J;i~::\MJl~~:';'$Wi;BA':RNE'1 ;WH1TERO"PPR:f;,ORCHGlRD;WA 98,36/ ;;,>~,i;~ji;i1p~n:f1rU;r\Noj:';~'01',,"0.336 I: ii,. ,;;;;~:'S t a tus':\,-Pf:HDIN&";; Applied::06/19/2001 Issued; . Expi'res: ::-:"o:Wrfar::;t~"if~tliml;l1ANAO:EM~N Tf0'INO~il;,: ii. ;'.: Ii: ,<~~.v. ~L ..... (' ::,4'lSd27c5'1';'':'!:, '. ,:,;.~g;~O';~W,<B'ARNE"f!,.tlJHlTE 'R:tJPGR:FORCHAfW;WA. 98367 . '~s;:;c:OTli::ta€~:of'~~';..,~}:~Y'i~EN. '.t;1lI~()NMENTf4L'\C.O~PORAltON Xi; ':360- 41'5~~7 Seid' #:, E'rOlv'C*05'lN~::i €:~p :; 01..;09- 2002 I . ,;;;:$c30ChS1jJr BARNEY. WHHERD PORl, ORCHARD WA 98367 '; '. ".:i:i:.,SU bcion)t,it:~>:i:f:'G;~ Kii f?'~~') ,;) Oe?ci:.SObIO;'.t4:A'S,fETgANSFERST A HON..7 RECYCLE SHEO >?r-~ ')'>, '******lK**'*lK'lK*lklll;**"****lK*lK*l.K************ *****Yl\(*******U*************,*,*1Il~lk*-******:**'191C*****~'**1 ;V.alUi!ft?j::dint:,:i:;~* . ;,RerRlit'Fe:~';... 522,.'S!:? Total' Calcul~tedFee: .866..71 iiW;;;"':~,:;:$71;~~~~'~~~~~';t~:,;~::t:~;~i~'i~~~~~;:~:::~}c, ';\'33::~~':' . ......T~~~it~::itf~::~.,.. i 866:~~ ~ ':'C;*~*'.<<c~*'/I<i~~**-~~i***~*.1((lK**:*~~***** *** ** *'** ************************************************** **** ~;i);it:i~:t~~",l~::iJ?!~s,,;';;." , r. f' 1'-..-/ I r I L,' 'A ....V . ..' ::~._,*.*lK-lK'**-***~.~*llt"*-*-*'**t*.******* ******************************* . . '. . .'" . ;;~i-d.; ~f;:;t~,;\~bti4:~~i:~i!~~:~Yk'hjici€bOr'-i:tedby',thi$peYmif '.i~;llO't;~ii!ld>withi n. ... 'r~==~==~=~~t~~:~:=~t~~6~:~:~\~~~:~;~~~;~t:;::;~~~~'~ 'suen,..peyffiit,:i$;'~';'OY'..:, ~-'Lf tr;-:O -t/ ,. - I I I I I . '1 ~~r.i~~~~~~~~]ffJ~~H';'" ;;;i:i~~~i:t~~~~~~:=tr:'~~;:r:y~~~::~~~:~=~~:~:~:::~::~~=~:"Wil.l" iOOemnif>i';~,e.i~Y"'"" , ~:==~;:i~=:L~:s.:r:S.t~~~~h1$:~~=~~Ylj ~i:: ~~~i:\~*)~~fit~\\'t~lli~\~ii~~,~,t~lfi~tI9','cbnsttucUQY'i;;by.tl1i ~ffoyinSmc:~'Of'eolist.YUct.ioWf~-' 0ate= r(1}:;=~!=:==\t:;::;"~,\:f;tsrot;:u.;$tate\6OntYaictoY;~$ "Ke9i$trat.ioric;l~~;~r. ~~, :,;l5~;~~~~~~~i#'~~o ~~'-":~;,:;t~~~.4~~~{:t{~)ii~(~,tt~!~~u~~~j~:t~~~?t.~;,:<~~x.;~j,{~,~~q,~^,-,:",;:r;;i>~),: l!;~i::t:::~~:z~=:::e~';:;:;i~;:"';! , ,.. ."",.IJ1""" ,,~""c;::'.<' . " , " -.,".- '. " .aMi-Am. .k1[iii'\i'''':~';:; '_O'.i" -:,.".,'.' > ,",,~.;; . ~>.<~:~";~ _ _.--J 2;:/~' ," P"~ /~' .( ,/ \ ,y' " ,"" Job Addr: Location: Parcel No: BREMER.ON PERMIT CENTER 286 4th Street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RD OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 ^ Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: Expires: 01-0336 PENDING 06/19/2001 l\, Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic~: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Oesc: SOLID WASTE TRANSFER STATION - RECYCLE SHED ~******************************************************************************************** Valuation * Permit Fees: 522.55 Total Calculated Fee: 866.71 37.100.87 * Plan Check Fees: 339.66 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 866.71 ********************************************************************************************* MECHANICAl/PLUMBING FIX ES-- ; ../ \ ********************************************************************************************* This peYlllH shall 4eeome null and void if the building 0.,. wo.,.k autho.,.ized by this pe.,.mit is not ccmnenced within 180 days fyOffi the date of $Uch pe.,.mit. 0.,. if this building 0.,. wo.,.k autho.,.ized by $llch peYlllit is $llsPendecl 0.,. ,/ abandoned at anY ti aftey the woyk is enced foy a pe.,.iod of 180 days. \j ~ Lv '\ I ; -~, J. r~rl \i ~~ l Lf /1-{q_()( ,- / V\ - NOnCE - It is the yesp of the pe.,.mit holde.,.. not the CHy 'of B.,.eme'rt.on 0.,. Buildil19 Official to see t.o it that yequiYed inspections a.,.e made. The pe.,.mit holde.,. lWst notify the Building Official when yeady fo.,. Lnspecbons. Failu.,.e of the pe.,.mit holde.,. to notifY the Building Official of .,.equi.,.ed inspections may yesult in the stoppage of the wo.,.k until $llch time that the pe.,.mit holde.,. can substantiate to the buildins official that the concealed wo.,.k meets 01' exceeds code yequiyements. Any demolition. testing. 0.,. financial bu.,.den shall be ba.,.ne di.,.ectly by the peymit holdeI'. Failuye to substantiate code .,.equi.,.ements will indemnify the City against anY and all yesponsibility 01' liability connected with the'constyuction. r he.,.eby ceyti fy t.hat I have .,.ead and examined this pe.,.mi t and know the same to be true and COy.,.ect. All p.,.ovisions of laws and o.,.dinances govemil19 this type of woyk will be complied with whethe.,. specified heyein Oy not. The Sl'r'anti n9 of a peymi t does not p n~sume to give authod ty to violate 0.,. cancel the p yovisions of anY othe.,. state 0.,. local law .,.egulatil19 const.,.uction 0.,. the perio.,.mance of const..,.uction. Signatu"'e: Date: I ce.,.tify that I am exempt f.,.Offi the .,.equi.,.ements of the state cont.,.acto.,.'s yegistration law. url:!e.,. Section 3. Chapte.,. 126. laws of 1967. 5ignatu.,.e: *************************** Permit Center--Approved By: Oat e: Date: -'7 w/2 t-&(!} I a iIiiitiI&L, ===::1 .1Eiiiia,.lS!iiia. ~ ~ ~ ~ ~ ~ ~ ~ ~ :mB;iif ~ ~ ~.r;I;IIllIliDt aaIiii& ..... 8II:lIIIlL_..... ~~- -- - - - -- J f I t " t I <: j, -~' ~, ,~'~~, :: )~t~REt1e:R7f'ON F"'ERM:X: 'T'C;;::E:N"T'ER ,,'J\'l, 864ti.h St.reet,,, BreJ'll$rton. WA 9833.7 , Phon (,360) 478-S2:n5 FAX: (36C) 478-5278 , BUI~PINGPERMIT ,9;S:CI,Q 5;W8ARNE' WHIlE RO m"YI1t~1(:Vllt~J TRANSftR ST~HI0N ,11;23012.' 002.' 1 00 1. :~;-; ~ ~~~-~.......~ '~~pplic.H'fr(WA~nE I1AWAGEl'1tNTIN,C, 4l5.;~151 "3(#()~W a~lRM:[Y ,WHnERn'pQ.IU.g~cHARn b$A '\fS367 ()lIJrH~r~:;, WA',stE., MANAGEH€:Nl J:NC 415..2751 'j)3(l!OS~4' a~RNEY WHITE RO PC)RT ORCHAR'{J "W:A ~E~367 Perf/lit No: Status~ :\pphed: Issued: F:xpires i 01-0336 PENDING 06/19/2001 t ] Contn:C't.ol"'= E ), ENVIRONMENTALCORPORATlON, l60-41S":2I'5tic riP ETENVC*051N4 E:xp: Ol~.09-2002 9300 S~~aARNE\'WHnE:I\'DPORT ORCHARO WA 98367 Subc;(~nt r:, ' t' fJe$c: t,. "'.u*,~,*'1liJl:: *'*:tIJtinit u*)It,?l<;U~:I040IC$lIlU u ~1ft:!ll(U)/; * *)/,**,ItU l&U)l(:K:~Dt:lll,lIill< )j()I(n ~ lK:IOr~,W~~?tlfJ ** U ll/:/( )I()!:: )I{)I()Jnl::*-~ lIt)l( un:1: f,' Vahlat10n ,~ '.. P~nlln : . . ~ Total Ct".~c~.lril\te1 , ee: 866.71 137,10'0. . ,lfl.1Hl Ch~ck ~ "6,6 . f~d(;h tlo~ Fees: .00 . t . II\' . Other ~ 4.50 ,'mH r~{1:: a66.11 . .............****..........,.**.........*.............*.* 1 ~ *. ....lIt..........*...... , ~ l..,.. "1 1"ll:t~r4!CIi'if~/PU1MS:lNl5. . ,F:t~'(r~~':l-- , t:: ''I f (\ r \''/, ' t 1~lq-bl~' " . \./ \/\ ~ )~ I:.. ~,*~:f,U!lt*llf}l:lIqt!.~~lj(.n;.)I(~.m*~.I't-*m.li<u*~uun..,*. ~:il*u:lnllali;.u*llcu.;.*~nll( ',' *~~.*lI9(lItU.**lt:)j~ltl,~.)f;:<<****. lfI.~~:U:* .: $t~l~.~~Ii4tl'll"t1J. ,~nd WJid :tt HWlr b!.;cnd:lxlliJ !:J'r: Mt:wk auflJw;lnil:~d l:w thl$ p~t'mH 1$ .I1Ot C061mel~~~.tW;t..t.l'I:1.'i\'f, .. &)I'sfYQl'!l th~ :d~,tfi! (,)1' $\ll:1::th p>{!nl1:l,t~ Or' ,thi$t~kn~irl$ or WI:;Ir'k $l,l,I'l:!,lO~,':b::<\ll'l:~ by $Uch p~rmit :ltll$l-l.li!lP(:<11df.id c:w . , ll\t~l'idr:;it~ a''i aft~\,y t~ ,Wc,l'tk is Ct:lfilmen;;i!J'd 1"(,}'( a p~\'ioclo:f' 100 r.;:!;!I,Y$.. W:ASTE n~ANSrf.R StAlION - Rt:CYCL.t SHEO .,J'''' j j .~ ~f' , I I " .. ~,~ 1\Ilf)~(:t(:;:lil:!t 1$ thlh;t'~p~lrl\;(i!::ii H i\'1" ~'f the p~tjlli t holdil:\'r. '!1Qt.'the City en.~~"tt:.rl 01' !~uiidi'fl!;1l Off icid to $l<affC t"o'H; ),,'*tV-l.ired'&r~~t;io\f1$ 1I3.Y'iil- fl~" ,lht!l p~Ymit hoil.~r:,.fIlI.:l$t ry';l'ti..l")' thli! Bundi~~ Ct'l''ficil\l,l j,./Mn t'"cl}" 1'0., fatH',/rtilOf t.hlll ~'IlIY'fI1.il.: rpld$\>\ t'O l"lOtify t:M ~tild.i~ (\ffic:i,al (~'f' n~lh:!N:1 in:/ilp('&l"JtiolW Ina~ Y1iH,\I,~H: :1\:1 jl:wl- ,:r)it:.~Pl!i~ oft~ wdt'k '1J\'\tU $IJC/:1 t;illl~ that t.1~t'l1;Y!lI:l.t. l):>tckl<f C$Y1 !lll.~t;;;l.nt:i,ll~ili t() th~ builcti~ ofHr;'l'lil,l , , 1 ' . 't~t: t,1'IiIf <'<<i(~e'Iil.lw wtwk ~tao.t'i1!:M;.;;;erol\l ~~ YElquil'~rlt.a" An'" 'd'lillf(lt)HtiOf"t. tlll'l>';i:j.r:th or f:l,l1!l<l1C:l.if!.l bl.lYi~Y'l $ha1.l t~ barn;;;- d:l.riltot:ly byUWII ~<lnmit 1)t;)1~1. ~ilUY,*r t.o eu~tOl.ntl1ll.i:,lIi'iO~ r~q~.!h~tWtl!lnt."" will indl'Ul\'lnHy :t,hf\' Cit.y ~n)' ~.11d \I'~'Qt;~lb:tht::i' I.)t' i;l",biHty c.\i')r~t~ wij,h I:J~CQl'I$tYt.lct.:l.on" . "'.,' ' . ' ,.\ r, . [ ! h<<"~~b1r thlt! I~I/!1l i'~d ~rml $x;~,il"~i)d 1:.111", .p,4>l-ym1t &'It'd b'l(,')i:l,:~t~ ii~8Ji\1l! to bft i1.rue ,,'!l1d c(;;wyecb All J,WW~"J'i!lili(;lnS wt li!:l~ a~~ ~~;)ve,l"nint~ thi$), tY'PI/f of~,JOd\: will o;"~l'i:,,>:ft:'ith l",h~4t;r~1' ~~(;;iH-tKlh"'Yl<!'il"1 t ,. or l'II,'>1;:.., reYill'nl:ifi!i!l of l\l, p",nrrii. .dI~ r'!()i;. ~'rliSiltllff~ to givl!l iilIJthod.t>' tf:l ,lil'.),~lJ\:'l:e 01" .;~al~l thi;; f.mwl:1(liol"l$ r,yr r. an11 t')l;hllf~ i t~\. 1,!'\w l"-li'i?lt~~..-Lin~ col'l>;"tru<:::UOYI thE- ;H",Yfof'mmnc::i~ of' c:on!!rln.lct,,:!.I;J.rI. ' I 9i,"'''u,,':~_, :..' :_-. ,.--..--____ ",,,,,-.k~~.. l;' !':~~'Ufll' trl4llt:il'i\tfl~'\<Il!~t, f'l"i;JIill \:.h... r<ll!qu:h'~t!i>Wf'It~; of, t,~ ~i:Jat~ 1'~I;:l"'i!i,ct<lit'.$,I'~,t$trJiliUQ\''I. ~$w. und~i" ~C;~~iQl'l :'':1, i;1:tl'Y~il<'(l\~WIll of;t9(~7. Si$.~l'..'~.~.l,j~..."'~i;.,_._.".:..:.....",w,~'~w_'_"..,~.'..---'~~..,.,.-"-,....'''.0i..~"' ("~""'-. _."'.'._.._'~"_.'w...".."'.;w . Q~~Z'~~,^V--" -'~"';''''''-'''''~''':'-'''',^''~'"''-'''''''-'JlffQl,~ ~.'. ~ U W... . rg "j"~.' lIIi~\:/(~~.,lI!nl/(~lf,::e;)I;.;((lK.*ilCt*;..;*.U:f,:\<::IOIt '. . ~ t' D. .. ,,'," ['J hi .... . P~l" ,! f",'t " A''''o cl /,... lV-n~hI' n. Vi..' . JU' t, 03 ?001 ,.rm.l.,i,,,lhl'H w,,";,Jpr 'eve: ~""":,.""",,,,,,,",~,,,...,~.._,,,..,, '"'.~":'~"LT..'~w"'"'"'_..'''.'''~'',.~''-''''' .. . . .'. L" ::J t. ,.' ..' . , BREMER,TD.U.. ,BUI~,DJNGDtFwm.J1E'riJT ' " '''1 . ,': I', ') "'<" .~" , ,~,""""'<':",i",),,'';:ji~'~ ''':I>,,~ '~;,,-',_f"~" -~-'~"-'-'~'~~i. ,I " 1 J t :1 J '1 a l ,"Ct:~36 PE,NUJ:N(i O~;/1'1/20Ql' N'l'" E::.::r~ Permit No:; ~;l:a t us Applit0d= SW BARNEY WHIl RO Owner~; 1'1ANAGEl1ENT INC ~n:()() SW RfJ POf(T Coni: E T ENVIRONMENTAL CORPORATION :'130() S~$\lJtun;: RD PORT 36{)..4 $1':: OfJ'\!VC*OSlN,l Ex}) ~ 01'" ()?'~;;:O()2 IA!t~ . '}!ff36? Oe:!!iC STATION., L Le'(J f r: to-lo-DID -V' ;;;1}(~'i\ ~*:~'*** i!')l('*41 $,l!Ot:JK1k.l1/:)1\: ':j( 1/( !'::iIOIt)ll JIf;)ji;!1\i **)j; ~,~::tJ!i)l;,)~ * 1101': 11\ \!I;JI: 1li ,*" '" ".; )j!;*~Jl\ '*' I I :t t J I "j , j j V,1'!lu,ilt ;:~l ~ l()CI. g;r l!f; ~ . :?J. 3:3~.',.~, .~ " 5(J ""', , :i<,~ * lII:fl:it>l':llt:lllk ~;f, ,UC;!(li.:$:* * *~, :i\)U,~)!i llI::<<ilt*:lilf :f(lf;:% )j(*:t**~**J!(,lli ~iI ]~ \ ~ 1\ r..f- M~ l ,f.'(i:,;iEtf; :$t: j.1f,;J~'Ht:iI\ll (:At,/PLIJN!~i lt4l;~ f':!)( rtlf."!::i,<"'" ,,' n:d',lI ~",!yjl\H~ $lt\fl.U ~!!;l;!~~l*~ l'lUU ;jmd Vl.::id :d' 'l~hll; t,uH,Ji.ng (~\' ~,jQtk ~~\th()1(:i,;J.;~l'tcl 1.1,,' thi.;Si: P~i'l'",it is 11(~'i:, '~)(.')\'i:llM"":j(,J!llod with:i.n tt:w:;;;, h'OO1 the:; ~:fii;lt.~r (1W li;\l,ll::'t:! p~,(ffl:!,l;,. Q'( :!f..tl"fi"" t1!"rUd:i'19 or i<.K:wk /J!1J~:I"<oYi,:t<<j tw ~'I.,(l;:h P","l",p;it ;l,;;;i Cll' ,,,,:t');,~l\';::,rw>!d a1't.; l.'l'(f~i 'Uf!~ ~'f~!!!", t.h>,. 1-,\C,~'k i'il {?:t;l!l1l11""r~';$::! 1'6i' ;~ p'iwioQ .:;:.'1' :l.lll!:i dr,I).'",. >t~1fJT1C!: >"1' -l,t lX",u: 'th~, r~~y~vt"t$d.bil.it:,>" of .t<:J~1 %}~tfi~:{'t. h:;')l(Mr.r\~ nX~1t. ~&.f'te' Cit:}" cn~ ar...d,:tdi1'f.;t1t)ffj,c;i,l{l\1 tCf ~ '1;0 il:l:hJill!: ~'~~qiJ.:~ f.~(;t :\.n~,,~!:;t.:l,orr,i;\ "'I"~ l,fl(,dll'.. Th,*, P""'1'011 t t'~;::,ld~~,..;trd-;;>4: U:lll!' Buildl\"I'[~ Hhl!i'~'l ~',~"<l!dY {'''.ft' ~,i'I"U.l!'Ci.i(l,I1'$\" !"'jl\;lhH\l'!' ()11' I;:.f\<;~ P~!r.Y'%tI:d; 1";!;.ldRil'Y' t(~ r'ji:xtlh t:h", elJ:Udbl!i~ (;~f :!"((iqu;i.'rii'd irl$f.llllo-;'1:.il:1!"1$ mr~~l 't'~f"'"\$li:. intt',;,> $t,,~P<l!,!i?\\'!1 \1f t.h'lli 1"l(),j'll until rlli,l,~'h till~~! in;!!.*:. u~ pj~n!lit c'~n !1lil.lt;;!,,'bi'J.l"!'t:iai:<!< tel t.nii! buUding ()f'fici.~l " U'NOd; Ic:.l'1lS (;'1;,li',c'lIl<l\la'xj hli;:tr.!1 l>1~ill"!id1,li ,~Y' ~)'~~~I."i,,:t$ t,;cldE! :r~Jql,.lh'R-'<<I"l"fl~)~. fW"li ',ilIlill1!;.Ut.:h\:>1h I:."'*'t.in;;J, i,n' fJn;q;,neii!i\l l;Je"rn;wm. ,1i;~:U . 1:;;.$ t:"':l)"jl'!l< di.Yo!li,~tJ',>' ~'i/ 'tn., .)~n~it hoh::l"'''r" F:I!liltl\"~ 'I;.Ci '",i.t..".t.;l\.('r!J.$,1-.A~ <;M!Cl", 'r'w~lu,il',",l!~l!nh.;, \4:UJ, i!'fd~lm:il'lif~l 'l;.f1<lif Cj,i.1." 1.\j:;l<t:il'l'l;it' liitn:r- il'll'1d litH '(.,.~,:j(;ln'l.'libili+y Of' H.~1;[.1 :a,)i' l:'j7,rWl~<.::.t.li1.~ \41 t:.h .. (:fut~'t~rrln. '~~,i'!.. th~~~~~:"~.~t.}tft> tl>'Ut2,"'l!;;J (~ ,~11 "lrl~l1(.":1.\t'" Qo~t'i'il'l:I:'I thi:(llt}'p~ C)f (.)';if~ win ~"~:;<'')i~",'(ri.:.l bli:tli \~'l" ""ploi'r:;:lfi(ll:J t'Mlfli'ln ':1'1' \'lI:::vt:. Thlil i"l\"~trt,i'i'~ ~ f~~~'I"!!I!Ii,l~~"h"lj~:}' t~l'~tllf&;t,y'r;NiA!';ior'f$ 01' nH'J1l\'" !!irh~~"l'f -;:.~" 1';)\"i1Ill }"'I;J l"l'!"'#lllti;"dl"'S ('~"fI.,.t"}J1't:l{).\'\ 0:'" '\<?,,,, ""I&I'!""'YNS.I'lCf,? ",... 'J..~r')nS'!;;,'ji'~'t;ion ,.j~~:~'-~'~~~~~-=~---__:_: Q:~' ~~._.Id€El~~_____ 1: thm'!;: ! ;;l\m ,"';~1l'<!',lPt f.rl.'lI~1 t:.h"" 1'~~q'i.J.ir;i!in~n'~:~', .:>:1' t.,h:;l wt""t.<ii (;:"':t'f1'l:x.'l.Q:il;('r"~~ n!I''ifJ$tt<%:!d.on 1 at" , u.t\rji!;'V' Ch>l.1I)i:~l'ir ;l;::>",. l~~i$ e,f :t. r~6:?" I .' ,I 1 I I .1 I j I *****I******..**.*.I.*.I.~* (~t1 '':'~~~ "-- -~~ .....' "~_Il"..L ------, .- ~<"--'-- ~~-....... ......., ,~'"j.- . ',' ,~ - \ ~ ....--........ "'..._-~. ~~~~ 1 ,,1 f \ I " REMER~ON P~~~~T eENTER : i 2864tf.h Street;$, 8femerton" WA 98337 ! ,Phone: (36(>), 478-5275" . FAX:: (360) 478-5278 , ; BUILDING~~ERMIT '/5\11 BARNEY WHIT:,&: RO h · OL YMIC V:U::tll TRANSF:~RSTATION 'if!;, 1:,123012-002'-100J: 1~: Permit No: Status: Applied: Issued: Expires: 01'"0336 PENDING 06/19/2001 J db f-1dcl:rr: ., ,,: II, Locatiorii. "P,ilfcel N6~ Applicant: WASTE MANAGEMENT INt '~" 415;'2751 '9300 SUI BARNEY \lJHITE RD"'pHRL_Qg,~,HARD" WA 9~367 Owner: WASTE MANAGEMENT INC 415-2751 \ 9300 S\lJ BARNEY IIJHITE RO PORT ORCHARO' W'flt.,~a367 subcontr: i i E T ENVIRONMENTAL CORPORATION, 360-4151275Lic I: ETENVC*051N4 Exp: 01-09-200? 9300 SW BARNEY WHITE RD PORT ORCHARD WAI98367 , J l .~ j , \i I c.ontrat~ton .\,- " Le Ita-Ie -01 Dsse: SOLID WASTE TRANSFER ST AlION '" RECYCLE SHED, \ " . ,,1"'1, \\ ,./' .1'" . '...."... <,' ,."' '.. "",'" )/()$ ll(* lI<)j()l( )!}:~)I;)j( >>:)I()\()j( lj()/()fI.)/()I.:)t1 * l!O<<iU;)/( **)j()f( UlK n lIOf(:f( Ulf()f( )j(lf()fI.:<< )!O/OjO/(lIi lKll< i)J(-Jr<-IK* ** lj( ~~,w)j(l!( )/(Jli'1tl)/()/( *)!()f( lIOj()/OIOICt: ****;ji*)j( Valuatiql1 * ", pennit fees: ,$22.55 Total Oalculated Fee: ",' 866.71" 37.100~ri? )I( Plan Check Fees: .,' 339.6' Additional Fe~s: .00 . ~,' Other-Fe' ,,' 4.50 T~tal Pe"r/mit Fee: 8'66.71 ..**.t****.******************I*. ._*.11** ***ji*~*.****.**I.*~I*.**.*~*****~***..***********~ " ",,,' '\'" ' I' ~,.",,,,~ " ',I'4l::CHANrCAl/PUJMaING"FIXTURES-- \ I! , ,,,,'~,,r,'((.~~CI,' ", "., ~ 'W",,'W/ '~r'i;,,';"\ . / t , 1 'I ""'L" I ' \ ' \ , \ " )j()j()jc; *:10101< n: >>: * *)fI.il!(* ** * ** **** lK*:t. *" ;$: *)(()/( * * ***,IOlC**.lIOUOr, * 111.*)1( ****)(()I( * **lli: **:!<: * %:l<: )((It:1\( **)l:w. )4(llO\(** **w.:>I( * 1\()I: **)\( llI, *)\(* This'pl'&l"Il1i t$hall become null and voiif thebt~:h:'llT19o~ woyk authorized by t.his peymi t is not c.;;nmenl;:;~.9_~'t:t\l;;/ lS()d$ys.t'rom' -the dllltt< of such perMit, Y'H;,.<t:f'ils bu).k!iT19 OY WoYk aLlthorized by such pennH. is> ,$uwel1Cled oy ", I3.bandoY'ledil'lt allY time a:ftel' the WOYk is comme~ol'; a p'ii'tYiod of :t.li3O days.. .. A, \. \ \, 'l " of'- \, I,,' ... ,.....-'"Io",,~ . NOT1CE: :.; It .i$t.he\"~$pon$ibilH:Y of the peYfIi:i.Chol~Y, \'1ot the C1 t>'/6f E'ker;'EI'rt,on6Y Building Official to see ,loH tbliit yei:\ttb'ed ir'$(l)<<!c'tio\"\$ aye me,de.. rhe penriit holde'c~mu$t rr6t.ify the BliNding Official when ready 1'01" i~ections. railuyEO' of tM> peYlllit holdeY to notify the 6!;J.ilding Official of \"eq~iYed i\1$pect.iol1$ may Ye<'.,A.llt in tMstdPpag& of the woyk until $Uch time that t,h(llt p..r;~it holdel can $ubsta\'1tiat~ to thE!' bui1:ding official thai. t.he cO\'1c6!$llSld woyk rneet;e 01" excHd$ code yequi yememb.Any l:l(llff'/OlHion, tl!!etine. 01" fin<llncial bLlroon shall , I b~ bOlhnl!!' directly by t,~ permit holder. Failure to substsntiate ICa:Qe requiYemente l"in iY'ldemnify the Cit>' lil.901l.' net any and all yespon$ibi1-i ty 01" liability connected \.!l th tH(IIt cnmtrl.lction. .. . '\ .... . ~ '. 't he~e~y cert,~~.~y . ~~ar(d~'t" ..' ~~rY~ pt'OVlSlone of !.. . 1 n' is .. " . t'nY ,,€pe h WOY. 0 Wit.hSt. <ill' epeclT .. or no't.The 9ra tin9 of.lil. p<illrirt~t ~.J~\1e t~ l:t.hOd y. to viol e oy. ;:. . any otM>Y :!lltate or .1dcaL.law YefiNl~t.iT19 conetyuct,ion 01" the peYfoyfl'IaI\'1c-.e of COY1sb'uct' . ...,,~~ ",. ,": ( 8i 91'1a 1:1.1 y'~ t ::...:.....-._, ~~.........___..w,_______... oate=._ _-_-:7 ,:1?.:.~l . I'(::e,rtify that! am exeOlPt from t.he y'equin'iment.s of i:.ha stat.econtn,ct,oy'S ye9i:!lltn.tion li\\w, under :SeoticNi 3, Chapt~ii'126. laws of 1967. ,Sigo1B.tuy6;:,____,~_~___"'~__,-w.-.....____'--.- Oate=__.____. . *U**lf<:l(**lf,;.)j(iK*:<<)U:**:t:)IOIOI()I~*)/(:<<Jl( Pe'r mil Cente r-" Appr ove d B )>1,:".__.._____,,____,___ D ate : ,w,__,_~,,___,____'m'_" j :1 ~ ,.,i: ':J .< ., Job Addr: Location: Parcel No: BREMERTON PERMIT CENTER 286 4th Street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RO OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 \~ /" ~~:/' J' It Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: Expires: 01-0336 PENDING 06/19/2001 '\ Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic #: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Desc: SOLID WASTE TRANSFER STATION - RECYCLE SHED ********************************************************************************************* Valuation * Permit Fees: 522.55 Total Calculated Fee: 866.71 37,100.87 * Plan Check Fees: 339.66 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fe_~..:. 866.71 *************************************************************************~*i****~,*********** MECHANICAl../Pll..M3ING FIXTURES- '\ ---.-1/, >\ r- LE I r; /i/~ ]-1(' -01' G-V V\ ~! ~ *******************************************************************~************~*~********** This peymit shall become null and void if the building oy woyk authoYized by this pe~s not _g;:mnenced within 180 days horn the date of such peymit, oy if this building Oy woyk authoYized by such penrin--[~' SU$Pended 01" abandoned at any time aftey the woyk is commenced foy a peYlOO of 180 days. " J NOTICE - It is the ~esponsibility of the peymit holdey. not the City of Byemerton o~ Building Official to see to it that ~eQUiyed inspections aye made. The peymit holdeY must notify the Building Official when yeady foy L nspections. Failu ye of the peymit holde~ to notify the Building Official of yeQUi yec! inspections may yesul t in the stoppage of the woyk until such time that the peymi t holdey can substantiate to the building official that I:.he concealed woyk meets 01' exceeds code yequi yements. Any demolition. testing. 01' financial burden shall be boyne directly by the peymit holder-. Failuye to substantiate code yeQUiyements will indemnify the city against any and, all yesponsibility 01" liability connected with the'constyuction. r heyeby ceytify that I have yead and examined this peymit and know the same to be true and COyyect. All pyovisions of laws and oYdinances gove~ning this type of woyk will be complied with whetheY specified heyein oy not. The gyanting of a peymit does not pyesume to, give authoYity to violate oy cancel the p~ovisions of any othey state oy local law yegulating constyuction 01" the perloymance of consi:yuction. Signatuye: Date: I ceytify that I am exempt fyom the ~eQUiYeMents of the state contractoy's yegistyation law. undeY Section 3. Chaptey 126. laws of 1967. SisnatuYl!: / *************************** :~ ~~ Permit Center--Approved BY:~ ~ Date: Date: 7-1- .:Jtl I-~~~'iiii.ii.._~__~ ~'_~_1:!!.5fA_~......lii5iii!i.'~ 8tliM!i ~~ ~ ~ Mmira.-.~ QIIIIIIIIaQ. --- -.- _. --- - Building Permit Application City of Bremerton, W A 98337 Photie: (360) 478-5275 Fax: (360) 478-5278 O~D33G Q,D* S- ~ APPLICANT: l]]OWNER DCONTRACTOR DAUTHORIZED AGENT Tax Account Number: 112301-2-002-1001 Legal description attached Address: 9300 S.W. Barney White RD Sitc Address:-2300 S. W Barnp.y Whi tP. RD. Port Orchard, WA 98367 Owner: Waste Management Attn. Terry Bickel Contractor: ET Envj ronmental Attn: Jim Frisby Contractor Liccnse#: ETENVC*051N4 <t.~. ..~. ,,;.. ...;, lQol_~. ~~.~ Address: Same as site address Expiration Date: 1-09-02 Contact Person: The IT Group Con~ctPhone#: 503-372-3663 Check the type of application for below: o SF RESIDENTIAL NEW GQ COMMERCIAL NEW o DUPLEX 0 COMMERCIAL REMODEL o MANUFACTURED HOME 0 COMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERICAL REPAIR o RESIDENTIAL ADDITION 0 MULTI-FAMILY o RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT Scope of Work Proposed: o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: ) ;:,~;1 Ild lC ft~ n WI f~d !;~,'. ~:~ JUN 1::; 2881 J; Solid Waste Transfer Station - Recycle Shed Square Footage: Dwclling: N/ A Carage: N/ A Recycle Shed is 650 SF IS THIS PROPERTYWITHIN 200 FEET OF A SHORELINE? i3Ri:fvil::1i I Oi~ BUiLD!rJG DE~',~,Rn~Ern Decks: N/ A YES NO X Valuation Plan Review Fee ."r: Permit fee,.. 3~'1,~ f~~.S5 ~4- ~L~ Applications for which no pennit is issued within 180 days following the date of application shall expire by limitation, and plans ;;37,100.87 <:~; ,>_,;' ~,',-~;SQrchatges~ I:, ~.~,; Enl:Jrgy' $5000 State: $ 4.50 $258.26 ,., Total Fees and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may cxtend the time for actioll by the applicallt for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of thc applicant have prevcnted action from being taken. No applicant shall be cxtendcd more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. APPLICANT'S SIGNATURE: --r-,t;j~ DATE: vlJ?/ I I >kU** t r I ( ~********************.***************************** i 11101 16 57 I Jj<,::\:. * At; ** *:**:*:;j1.:*:$: * .4;::* JiiUj< *;J!; :'1< .:"'*.*:11;;* * ***.:k * *:/r:*::jI:*':;f.: *' ;;j>:;;;: * ** **:<!<,*>>:* *** ;'!r.:>I: )j<:'!i:)ir,* *:>j<; *;~ r f'ifl1()tH"l'I;:.:': (/6/1'\1/0:). 6~ In i t ~ \/t,J -~'-~---"--'-'l J 1 l .,\ ,'.'r ~.... .,....' ,.,.", ,~"" ~~,,' ~~~ "'''. ," <, .M ",0,< "'"" .".,. ....." .,_ PEF.(H1.T t".1/r1E:C1;IP r:m ~~'; "f ..71 i r~~~ yfni;:1 rtt~ Trj1,:.i'fKl 1 ,'3 ~3 ~~~ .. 6, f:~ ,Ualance= 527. *******.*******************************~********.**~*********.** Ion Amou 16"" () . !>6 I I ,J~':'~~-~~'~"~-'~'~~' -'~'-~~-'~'~--"""""""":-.~-'~I~---",--~~""""""--"~i .I BREME:RTON P " .286 4th streed:. Phone: (.360) f'~MIT CENT' BremertoTt$ 14.4 9$337 FAX: (::~60) 478-5278 BUILDING PERMIT R . . ~ 1 '1 i \ ;1 ~ ~.. .;, " t\f Job Addr: 9300 SW BARNEY WHI Location: OLYMPIC VIEW TRANSFER Parcel No:~1123012-002-1001 RO Permit 1\10 ~ 01.- J ::::::; I.) E IJ O(,/19<?OOl C '7 /2 ::,/':"00 1 / AnON 01 1,/200? APplicanuldASTE MANAGEt1ENT TNe 415,,2751 9300 SW BARNEY WHITE RD PORT ORCHARO WA Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275l # ETENVC*OS 9300 SW BARNEY WHITE PORT ORCHARDWA 98367 E;~p:: 1"1 ,..' :~:~ 0 (I 2 l 1 'I i .] 1 'I Owner: WASTE MANAGEMENT INe 415-2751 9300 SW BARNEY WHITE PO PORT ORCHARD WA 98367 "'-' .c" ,",~ """"'-'- _, .-.' JtilL, ..... .... .AI' .. ," ,." ,"\.. ..... ,"'. .... _, ~, c.;!> '01 Ii ->I.' ~ ., :j ! j 1 1 1 1 1 1 , I J t I ~ ~ ..1 ,1 , 1 I I 1 ;1 I l i ,I 1 J l Subcontr: l r Oesc ~ SOLIO WAS-TE n{AN':~FER 511HION - Hl)IJ~~r %K******************************************************************************************* Valuation. * Permit Fees: 321.25 Total Calculated Fee: 534.56 19.749.08 * plan Check Fees: 208.81 Additional Fees: .00 * Other Fees: 4.50 Total PermIt Feei 534. ********.*****'.**.**********~************r..******.**************************************'** . .' MEC}j&iN! CALif'\. UMa I Nl1 F :rX1'l.JRE::S-'~ :K * *)f(){<::r.: **)1( *::1( *** * ** *. :l()/;;;\( * **:I~ *)I()j(*:j{;I(::t:: >>: *,)Ii,)!:: if(){<:)I:.;/{)((.:<< *:II:)((::<<::f::lf.;~ w.::i<:::\()~:II. *- *)i:::II){<:;,\:: ~~)i( *:It:l()/;;:I( ;i<:.)\( it)1:: :*:** :*:;<<:<<)it:* * *)1;::* *)(<. *,::(()I:::'I!. >>:)/1.)1:: This Ptll'(1lit ~I)all bec"')fi'll? null ""1"1<"; void if the buildin~ Cl'( "JOYK tl,uthodze-d b)' this P~l"!l1:i.t :i$r~:)'t: c()m;r";;'\.IC<<~d withi.)"1 1l:l0 days fl"Olll the date efl' $lJch peymit, CIY if th:i,~ tUc:\.lrli\"l8l ,~~ Wt:>yk <luthoYi:Z:\!!1::i by :'Such p;llymit 1.$ $u,;-,pended en- '';',t';:.$\ndoned at any tjrroe a.ft~.( i~he "ICI1"k it, COlr<<nerlC;ed fen' a peyiod (If leO da;,'s. ,""~,~,,,,- . I\lOn~ - !.f'\j,s t~ Ye$poi~"ibilHy of the P€1"inH:. 1"\1.:';tlck'l~', 1'1r;;d:. the City err 8yem,,,,yt(:'1l or f,l,td.ldins Oi'hc;:l.~l 1:0 $.",.1:' . "'\>,' tq it that. n~qui.n~d i\;,1);p<!'i'C:tiorl$ ani' made, ThiW p':l:1"!'nit r~:>ld>'l;l~ mu.$'i; nc.tif:r' the 8,ui.ldJ.n{llOff:k.'::Liid. \,.!i'w;'n '(fi,l1..j~i !',-;-.'( il'l$p~CtiOr1$, Failw"e of U'oe pennit hr;dd$:lY' to rxrUfy' t:h0 f?.IJ.i1ding Offir;;:ia1. of 1"\$-qui ~"lild in(E;:'Jilct.iCln:t' ma:1" in troe :;;rt:<::>ppa.Slk'1' of th~ 'A1Q'('k wit.tl '''''.J.d', time th8t th0' pennH" hol..::;!€',' \::$.\1 ltJ,l.b',;'L:-J.nti.fd:>t;> 1;0 th~ buHd:lr19 >:'ffi'::;i$:l that t)l'., co1'1ci?al.1OO woyk rneebii; 0'1' ,,,,.><c.eeds c:od"" nHll.t1'(",m<i?nt1s. Any (.i;;!rr~:,l.ition, t<;-,,~j';ing, or' ftnanc{,:t.l r)uytJ,;;;l1 1:,h"U. be (;;n:wne din.'c:'Uy by the P0,YmJ.1.~ hc.'kiq;y. r$.ilul",", to >>"J.b"'i'!:e.nt:Late c:ocw;, l"eqi.,l.h''?(nent.:,> vJiU in;i",mn:l.fy l:he :",gt'?.imt "my $.00 aU '(<;l>$p(,ns.ibil H.y O~ H:'i\bi l:l t)/ I.dth th-~ COi1'$..j:. ru.ction" r I [ I h'J'(eb}l c.(;$''r'ti:f'y that:. r 1$.-}-{s.fnin6<d thi $ P'{";?~"m{t tH1C.1 \(('I(,'>>t;/ th~.. s;Jan~~ tc: f,'!fi' 't~,.u.~ 2H'''K1 C':(~:'(Y~:"f::t.: ~ 1':\11 ::>'YO\i'~f-.iCl,Y:l:l" of 1~;?tl,4$ ~nd ordin;~'ilc~s !;10\N0'Y'n:l..'(1g th:t~~ 'i:,)-"pt' of !;,}or<k' ~..JilJ. 'b~ C()ffl\,,":lljl?d \'Iri..th !....ih~th$.y ~,I~.1?cifi'8'd h>.$'re-iT"1 Thif ~~viS.'f1tihg ()f ~a pf.-ri!1j..t (::~C1(~;:' '('led;. ).:q"'e--$~tJ.me' tt") gi'v'f~' :~il'~':hl"'r'i..t'7" tr:} v:ll:;'iltd:e 0'( (::;{.'(\1CA"t,1 *~hi~ P~C;\..'~!;0<i.'!)rf:~~' c;f "" ,ill. .~~ lOt.:::$.1. L!i.\. Y~"9ltJ.t\{..1.Po.;l con~)t,.rU,:t}or: O~' tb,\l' pf.yfr.w'!11:iitrlce- of COr\$t.Y1.lC tir;,l1, ,~-,._~~.JJ1~~~."^~1Ja1i_,__,",^...,, '. C>i.?C9:: ,..,,_.,.]_=,P5..~t2L.w_~._._~w_ J i;;'$"('U:t':- th;:!<t I aw ~;><empt fn.Y.\l~"S' n'<:ll) 1 "e'"1l-nt", of' H,,,. S1:S'tf} COl'Tt:n:u:':tm":::: j.'e'::;li$'f,:tatj.Oll laM, I.mdr,)t ~;'f:ectjJ \1 -;:;, Chap t:e y 126, h.lAl$ of 196}.. ""i""'r " '.' O,H"~,,: . ;*~:~~~~;~ ;;;* *;;,*;;~~;:*~)Il.;;;;-lJi1--'~"'--"'''-''- '.. --....-"",,----..-.'- ..~. _.. :-----..--2..:~...()...^'.-...._,.._.............,.._..,.. Pf~r'mH Center."..Al)orOI/8d8y: D.:cde1 7 :'}::::J . J . , ,f , , ,,,,,, '<","", ,<, '" ,.,.. '~~'~""""""""W,",M""'''',,,. '. "'WII'<~_'C"<~".,,,,,,,,,,_,,,,..._,,,,,,,~,,,,.w~_.." ' . . ': . , , ~ . . .' ",,' '7-"'-r'-' , " At <~ f \ _'I,.. I I ~~~ \ ~\~,f ...1.. ~ ;tj!1,~ :J &z~~~b~~~=~~~~~~~~~ : ,/J~l~'~',,- t '" 'i/ '~~~"~~tl~~Y~'ll'ft.:ro.}l'~I~~;'~ "s~:~~~,..~'~ ~-~~--:~- ::1 ,.~ 11 .y.. _n' ,w ,~, .o'e'~" ,~, ___ """, W," ._~ """ ".... .",~."", ,~~. ..", .....n ,~" N,,,," ...... PEr::;:r1IT CCH'\IDITIONS Penl1i t, Nc~;"i./bl-.Q3::r? . ; :z::::::::.: = '::::.~::::c: :::.'~:;~,;:c::=;-;..::::t ~:;:rz. x:::;: == = ::.'t:=:c.:~ ~ ':ff:.M ;=~::..::: ~-:w.:'-:::~:: ;:;.~; ~:Z:. P'~'::Y<f?:' 'j =:~==:~===~:~~==,:==:~==:~=~=.=~ Job AddY~~s; 9306 SW BARNEY WHITE PO Assr Acc.t:t:IO( 1. 002';' lO{) 1. Ldcat{bn~ OLYMPIC VIEW TRANSFER STATION I ()6. (~j/2(j(~J. ()7 i/2.5./:2~O() 1 C\7 5./~2()()j .' I J I , ;) I J ,t ,'~ j .~ t i ; ,j i " J ,I 'I .~ il ',1 .J 1 I I 'I 1 ,I I i J .~ Applicant: WASTE MANAGEMENT INC Owh~r; WASTE MANAGEMENT INC Contractor:E T IRONMENTAL CORPORATION I' r I f: Deser lPt':...l on: SOLID I"U~STE TRANSFER STATION - SC:6,1.,.E HOUSE Condition~3 ~ 1" A )M~et 0)". !?x UFC f,.)rticl.(~ .79 ia.nd BO (!and n9, stOyage. identifying, and containment of hazardous rnatIE1r.i~:l.ls " 8 )Fire ext.i nguishers p&:><'( \)(';;-(: J.0"'1" L ,. } l U C R 0 5S CON NEe T I ON CON T R 0 L pr re kfl.OliJ s;:s0.,rnblie:s3 ar'~3 r'!0'(ll).irr:::1d or\ ,::;11 vices to this complex. Backflow assemblies must grc,ung in a f)Most res starlt enCl080).P met.er " approved kflow ly with bypass meter is requir an all fir.e sprinkler ems. NOTE: ALL APPROVED 8ACKFLOW ASSEMBLIES MUST BE ON THE. CURRENT INGTOM STATE DEPARTMENT HEALTH APPROVED ASSEMBI_.'( LI'ST AND MI)S,T TE'S,TED AT THE T1 OF INSTr~LL'- ATION! WHENEVER MOVED OR SERVICED~ AND ANNUALLY, TESTS 1'1l;,JST 8E PERFORf"lED S'Y fA CERTIFI j"JASHINGTON ST~HE BACKFL,CH.,j ASSEMBLY STER" TEST REPO~1s MUST SENT TO BREMERTON PUBLIC WORKS AND UTILITIES, ATTN: CROSS CONNECTION 100 OYSTER BAY AVENUE, BREMERTON, WA 98312. 3. ENGINEERING DEPT CONDITIONS/tOMMENTS: UTrL!TYAN~ MAY BE REour ACCEPTANCE A~D OCCUPANCY" 4" PLAN REVIEW CONDITIONS/COMMENTS: A) THI~ PERMIT DOES.'NOT I 'JDE ~ll.)M8I~$G A~~D 0F~I~ANIC REVIEW OR APPROVAL. THE t AND BE SUBMITTED AND APPROVED UNDER SEPARATE PERMITS BEFORE (;.JOR:t< Cor'1t'1ENCES. 8}STRUCTURAL OBSERVATION REQUIRED. 5. LANb UsE CONDITl ICOMMENTS: SU.8,JECT TO ANY AND tiL.L COND!T:r:cr'.1S SlATED IN r:--IE DN~~,. (DETERMINATION OF NONSIGNIF I D -1 2001) . . (t ), ~r~~;~IJ~OldJ '~s~~__~_________ Oet Z -tJ:~~~L_, PRr TO FINt1L. IC:Y:\L, F!'t~..l:'::;r\J::J f~ I. r f I I: ", f ! ~. t f I', ,', r t I ~. ~ t "-r ~ ~~~\"(:I' ,~,:,t~i, . ""'~:~ '<::.iy, ,'!J ~ ': ", " " ":,............... , ,." ...........'.. "~~fl~IAt~!~~r~~~f\'.' ,^ !P;r.'%~~fl-i,~,~~II\\~;$~~'%~<' , 8uilding P~?rmit "-,.--.-'"_._''-''~'~''.---''-'~'''~''' ," ,<"' , " ',r ,', ," , :',.j:'" , ':>:.'.. ! , ' ' i J I I I I ,I I I > .,~ No: 01 '-()337 ISSUED , . , '.,~,. .t'....' REMERTON PE~MIT CENTER 286 4th street~ Bremerton. WA 98337 Phone: (360) 478-527$ ,C"AX:, (360) 478-5278 Job Address: 9300 SW BARNEY WHITE RD Location: OLYMPIC VIEW TRANSFER STATION Assr Acct No: 1123012-002~1001 2;t.atcls,; : I 07.,,/::;: 1 c~ ~l 2,],. /:2<)('12: R EOIU IRE D I N S P E C T ION S I t€',m : I tertI: Itern: Item:, 01100 01200 017,(?O 02702 02701 (::1 27()() FOUNDATION~FOOTING5 FOUNDATION-WALLS FF<;~\H I NG F I NAIL, - -, PUE11,K)\~r('S F J F:E FINf~IL-'~8LD(; Dept: D~3pt : t : Dept,: Dept; Dept: PU8WORKS Division: FIRE Division: SLOG Oivisitin: 8LDG 8LD(;; Division: Di'v'i:sion: D i::;5.o'O: Item: item: **;.jr;'k*.t-:r** TEST IN(?i: :r st OF ,t,JA: HE1~L , ~/lu~"i;t ('''lust ************************************************************** Washington Association of Building fi 1s t, with t State WA , of WA.Dept. Of1Lh ~ an~ Industries,I' 8'( 'ernel~ton/K), HE/;';;L t, D lstr let 'i 1 ~ l '~ 478-w4921 .4 ~7 ~j -- .~) 2 ~'? '::; ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST 8E SCHEDULED THROllGH THE PERMIT CENTER, (360) 478-5275. ************** :****************************************************************** ~~hp~:211dL~ Date: 7 ~95.tJ/ 'h""""'~""""""_'_'~""""'"-''''-''''''''''_.~~'''~'''''''-w.....'__,^""""""",v.'''''""",''''''''''''''' I f , ~; f I [ I L I, t ~,( i I J ,I 1 :1 " ~I I :i I J I ~J -~,,~-,.:.;;..'""' . .~.~ "~" ~d' "~~~jiif~~q,f~~' "'Jt~\~4'l~~i~~~?:~1~ '''''---'. >r'( ~*' ..t[ ~~::.t ',;~"' ~;~' :'>i}": . 4< :~f< ~::;~ .*: i',: ,. I '" ,,:~ 'I' I;, ( I I l I L.--" "J.;./ .........i.:...., '~ -~.,~- II. -..... ~~"'.._'.......:., :~l'~' -''''''''~~'--,:'-''''' ,"""" .'" ;,,~ , 1"'" '"', ....... . ~1 ;:'{, ~,,\J 'y: ~..: .~ :*" , k"L 4 J:::, ~ ~~<,,~. ;"'..............;}: ,. ,..~-~~- - 1\ ~. CITY OF BREMERTON · 239 4th Street · Bremerton, WA 98337 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Ju 1 17, 2001 WASTE MANAGEMENT INC 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 SUBJECT: Application No: 01-0337 Site Address: 9300 SW BARNEY WHITE RD SCALE HOUSE Your building permit for the above site address is ready to issue. The balance due is $ 325.75. Permit Center office hours are from 8:00 a.m. to 5:00 p.m., Monday through Friday. Please contact me at (360) 478-5275 if you have any questions. Sincerely, r:X;jCUl~ Building and Development Specialist * Equal Opportunity Employer * ~ ;;<EaRE:MERTONPBRM:J:~ ';C'EN~E~ '1'.," ~,'" ',- "-,",' '. ;":,." , .',,;,' ~fC" "'. ',.' :- "'-~" '~';,-- : " '.' ,,:,' " .. ./\,;;286'4th't::$.tii'eet\f~;'Stemer:ton iiUA 98337 Jil!ii,! ~;\~;,;-rif;PhOne::'(36()Y478:'!'f5275 FAX: (360 ) 478:-'S27'!3 i,r ,BUILDING PERMIT :~.ij~");f:';Jabt;~til\t1$"h:'~;3J)Q~;.(,~RNEi("Wttlr EtRO " I~ :':",,;,,'t:;:.,.:;';;,;r)llt'; )i;...;~,;;";~ti.lil;MO";::;;'; '"Ii~;rc,td," T.n hkt;C ~ ['",0 ;;S -.: AT'."OU,,'" [~:~~-~,:r,-t~~'~j"~~'~~':~~~,,'":I~~,t~'~_i":".~~'~~-~Jfj;::a,f!:~~.-1' ""Jf'~\~,W," -; t;~r.;'tPl'.:)f:~c.-,,: ,:. - ,k 1;'~t:1 :r';.L. ,...., If;%.tt~~~iI!,~;iN~;~~;;~:,?;"4;~~Y~~:y;atlg7iOl}1~)i;;;, ,,; ~~!,t)i:;~]:)p'1;:i,Qa}lt,~{41t4~~J'~';I:~AN~GE~Etfl';i[N€'::; ,', ,415~275J.; ,,<. "1;:c;c~t':"';j~~(}~~iS;IIS',;:BAR~E1:Y:"<~fd~[tT~" \RO?$RJi',ORCHARO.',W/f:;fJ8S67 ",' ;:~., ,', j -, :;',i"JP;~,r';ml;t', No,~:A)~'f:(J33'l,> ".;$tafu$:,'PENOIWG Ap,plied::06/,,19/2001 :')lssued:" :.Expires :' ~1f;;~): ;;:~;JQ'~~'j~~~~=~~~:~:~:~~:~i:~":;;;gi::::kT :~~~:~:~~~~?;:~~~~":';1;';' . " . r;;:i.;eb'At!1,~;t~~~~:;(~(:T~ji~lEJ4VlrRnN~EN:n~t..'C(JRPORf1lT10N~'(l:; ,,36 O;;'4'15~2?5t'ic, #:. ;ETENVC$O~1::N4;:Jf)(p:~',0 i'i-O' "2002: r; , ,,;f;iiQ:l~9~;Q.W,;~ARNEY~~WH:I)f;E.RO POR1\:ORCMAROl!lA,98367 ;' 'fj", :\~~;~;;i;St!tcpntjr:';:;;:~'<;i:;~ ' l~ ,Desc::i'$(1k:IP'iWAS:t>:E"'f'RANSFER STATION', "';.SCALEHOHSE I I , ,*"'***jf('*~~~lI!*:ttlk*,;lk*jK****~****************lK***********J/\:**************************,************** ;,' ;:lJ;~tu~t:ion<;}~;,,:,,'i;p~r.llI'H Fees:,'a'2.1.:25 ):TotalCalculated'Fee: 534.56 '<~:19S~Z49~06r!,.:*x,,''PlarrGh'eck;Fees: 20a~6b Additional fees,:. .00 ';\O:ther'Fees:" 4.50 Total Permit Fee: 534.56 ''''**********,*************)1(* U*****************lklk***** ************************u**************** "ME:CHANICAL/PlUMBING . f,IkfUREs+:-: < ~'}~ r. ~ 'r t Ll- f\ 0~1 q-o,W \A ~'. ~;~}~~~_!(JI!~~"~~~~,~~.**?II**l1}:~*~lk*,*,*iJ~****lk*.****lk~**************lk:lk*,******************* ;1~~~t~~~1#'~~$1ii~~iCnutJi;I'~afi(IHi/~i.l:hif.(~{bu;~'ldi~i!d1i'wol-ki'Suii:f]OrizeCiI by this peymi t;;'is,not ~ 'within' " ,~;:13;r;!1l.~\_~i~"$J:'t~M~*_i\'Ofil).~ij"p~)<M'i'i,,'Pt.i\f;<:tr'li~?ibl.lj;ldi~ 01" wOYk:'aUtlhoyized by sueh,peymit.' is SI.1!SPer1ded:;oy>,,:" ;.!;\:!'~f~:~i~i~$ij~(;~it~y:ii~::wo:,..i/i;;,i~';lCOO1mericJid\fq'f';i:a\;Per,fOl:IzofilSO;'days.' )~~~~~~~1~~1:,~;:t;~~!P~Y~i:~~~~~i;,~~!,&~~'r;:~tY';t)f8Y~Y~ 'OY,:;8uB~i~( Offk~l toi~<' " ., ,', Y,e"~,";~,;Pl!Yhl~,t:thOlt.fe:t\ lWSt',T1OiiU"theSU:tlding Ofhelal',,~whenYeadY foy: ~~~1t~=~?~;==~i~~~S;5~i"i.i;i ~~'t~~=~:~~=t~=~:~~~~~;~;:Y;~~::~~;e~=~~:~:~~~t~:~1t:'~1..~~::\i~i.f><,.'the City:, ;1.;,;',1I::4iieYet:i:l:;i~Yj~i f~4;'~nat.;Nlha,\Ie:i;Yead and examined:ch~e 'penni t,' ancl.lmowthe . ~~tO, be :t~i;and<~~~!.i~ ,lili,1!{,j;':S), ~;;~ ~ , .' ,,' p1:'cvisipna' Qt' la~,.anq{QY.cfinai.nCes 'SClveming th~S:t~ ,ofWO;rk~nl;:bec6mP lied ,with' ~hethe.r, speeif\iellf<herein",;: ''Oy;not~, ,:rhe ' gyantinsw of ,~" perMi t does ,no-!:; presume. to. 9i ve 'authOyi t)\";w violate oy canee ll; t.he:PYdvislOl1s 'of ,~. ;)' : - ~rt~-<-o~h~Y'::~t~t.~-/()~>!,~l~;J;:~] ,l~2:,Y~la:bi'r1s' .CbOst.y~cti'o~j)'( .the>'perlQ~e:, of~ ,Cc;mstyut;:tion. ' ;,ii,)',:i'r,SiGl'Aa:tur:ii:!'::;";,:<\;';;;/'i,,;;",,, "'., i " Qate: 'If;;~\,'~i~~~~f~pi~=l~~~~t={~~~~tlUi~~nt$;of,t.he'~#ate .;~~aBtO';.s' 'yesis1:Yation';law~"undeY." ~;"ili;$j!~ftf.~~~<, ,;\;",'~h;"'iij"S)< ;;;ii,';:':\,.;" ~;Z:~~~,~,*~~~~~~~~~~~J(~*~~~~~*~!c, ,( 0~"~p,e:r11lq,'~i;lii.t\lt:~T,,,,c1\l(~p'rO~(t, f,iy. ~;; " ...~' .. '.,O.te~ ....,.,:J~(iJ/~..~ :;~;';"';J~j '<'r l_ __ (;/ Job Addr: Location: Parcel No: BREMER TON PERMIT CENTER 286 4th Street ~ Bremer ton ~ WA 98337 ,:. Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RO OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 It Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: Expires: 01-0337 PENDING 06/19/2001 ~ Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RO PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic t: ETENVC~051N4 Exp: Ol~09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 5ubcontr: Desc: SOLID WASTE TRANSFER STATION - SCALE HOUSE ~******************************************************************************************** Valuation 19,749.08 * * Permit Fees: 321.25 Total Calculated Fee: 534.56 Plan Check Fees: 208.81 Additional Fees: ~ Other Fees: 4.50 Total Permit Fee: ?'34.56 \ ************************************************************~**** \ I \ I . I \-t~ / L----} J I .-' (';.i ) _ (' C' -C. ;J I ~*********** ************ ***************************************************** This peYlllit. shal become 'N-Ill and d if the building or work authorized by this permit is not commenced with 180 dayS f....om the 1:.e of sue Ylllit, 01' if this building oy work authorized by such peymit is suspended or abandoned at any time a tel' the woyk is commenced foy a peyiod of 180 days. (~) t) r ! *)1(**)1:*********::1: MECHANlCALIPLUMBI ~ / NOTICE - It is the responsibility of the peymit holdeY, not the City of BYerReyton oy Building Official to see to it that. yequi yed inspections an~ made. The peymit holdeI' flJJ.st. not.ify the Building Official when yeady foy inspections. Failuye of t.he peymit holdeY to notify the Building Official of n,tquiYed inspections ma)' yesult in t.he stoppage of t.h& woyk until such time that. the permit. holder can substantiate to the building official that the concealed woYk meets OY exceeds code '(equi yements. Arry demoli Hon, testing, 01' financial buyden shall be borne diyectly by t.he permit holdey. Failuye to substantiat.e COde requiYerRents will indemnify the Cit.y against any and all yesponsibility oy liability conr1eCted with the cons1:.YUction. 1 heYeby ceytify that I have yead and examined this peymit and know the same to be tYUe and conect. All p'rovisions of laws and oydinances goveming this type of woyk will be complied wit.h whethey sPecified herein 01' not. The g'(anting of a peymit does not. Pyesume to give aut.hoyit.y t.o violat.e oy cancel t.he pyovisions of any othey state oy local law regulating constyuction 0'( the peyfol1llance of constyuct.ion. Signatuye: Date: I ceyti fy that I am exempt fyom the requi yements of the state contyactOY's yegistyation law. undey Section 3, Chap tel' 125, laws of 1967. Signatuye: ::I:****::I:**::I:***)I()I(::I:*::I:::I:****::I:** Permit Center--Approved 8 Date: Date: '7-/>-~~1 r ~ fir - l:;.~ ":,' . \\\, 'I ,,-.0_- _. ."..~ _'~~' ""---<"~ ~-~""" ~_."... ''''l':"~,~~""",'--'--'-.....,.--e'~-~...7'-~--' '''-''';,---~_ ---- 1<' .---~'... ---- Job (-Iadr~' LOCi:l tion; P;:!rC(~'it No~' ~Re:MER N PERMXT \ 2$6 4tl "tre~t,~ Sremerto!1'1 \f!llonet:t (36'.' 4.7~'~527;5" FAX: \ ' BUILDING PERMIT %HH) ${,d /MRNEY WHIT J)'~ OLYMPl:C VH:~1 l'RANSf; ~>'tATION 1t~~.'!~-"jA2_',~(11' I .L."I.~.;~IJ..,- ~"") ~ ,...v. (::ENT'e~R UP, 98::.?37 ( 3(0) 478-527t~ ,t~r:'pJ.i.(,;a,llt :' \.\IAs\r[t'I~)Nf\GEI1E.Nr 1:1, 0'.)".,,, clJ D^" nN~:'Y j,lI..I""': I'Wl !",,~'-'IJ .;;J j ~JeH'", I::, W1'l,1 j l';~) \ 415'"2751 PORT ORCHARD~WA ~S367 Perm it N.q: Status ;, Applied:: l$$l.wd: Cxp i res,: ~ 01-0337 PENDING 06/19/2001 y' (hmer ~ WASrr Hf1NAGEMtNT ,l9:300 54l BARNEY ~Hi 41;}" 27S1 PORT ORCHARD WA 98367 J; I C()!'\tra(~tor: ~ ~..~ O~~m~ SOD'!) ~A~.)TE n~ANSFER S~nON - SCALE HOUS,E: ,!,.." r::! llt,J/i ))(;IOli~()IOU, ;II: **il\(ill:<l:nJl( :l(nl!:: U:<<)i:: . ~':" VallJiiltiMI '* ! P€!'~lit Ff:':*~s:" 321.25 TCJt~~c.:alCI..\.l.,at~(~~.,'{ee,~ "';'b:H.5.6 , 'I\:l 1'4'~ IH~ Pi' k" "'OP "" '~<tt:htn 1 ,", lit . ""';', ;r .'10 ~. ... i!U1 C,l~C' ~t'Hl~$: , (. 'J. ~H i. (llJtv:.y;a,~: " :es;, 'r . ,) J '!(l OJ/her P. f:\es: / , ..L bO .' t,l.p'': ~j"f' e~l!\,lt f ei!l:. 5.34. 5e:, ::K~:ilOI:: ~*'* :<<:<<* **';<< )t('i()j()1\ * * )lOti >>:)j( ** Jl( *J;*)t::* hi( 11011 >r.1Ii U, If( U:<<;IOI';)j(~:)!l ~ )(()j()(()j( )101(:<< y* )fi:Jldl~i\,*p)l::1/t ")li: (i: *. *)!( :$:)f()j( ***::l( lK l\()!:; *)11, >>: *:j()j(li(;j( Mfe:C;W.wUc;At/PUJMerNa 1"'lllil'lJf;lt:S'"".,'. l '. · /. ' / "I . .. I~ , . r 1 . 7; \ ~\ - ro I C () 0\.. ,.." ..-' '.": .. ,> '2 ,:',' ""' ... . ~ .~. I . ; . . . --I " ll\;:~<ill::* :Iln~*)fr.%*;<<I\i!:t >):;)lOI1~' ;1;:)f(*OIOJ(;!( *>K*:tt)/(:tWo )Ii:::!o!'<!I;: * *,;1()1( )11::1<* ***>11. *:il'lI< :!I.\'i!:.**;<< ** * )11:*:* ll:' ':tI* * * ** >>: *l1(lj{Jt; * !i:)ft: Jltll:l!::)l()f::)~::\( **,'(( ** *:<< J\l:)It J\>; " ,,' ': '1'1 , 1:h.il::@ j:>~nl'lit ..hall bl;!t'Allle I~Vn :*1"1(:1 void d' ~~,h~tjUj,l<:Hrlil'J 9f I.KWk aut,ool'ized b)' t~, p<<>r:fuit is n....)t Cf..'lrnl\j;;!1!lG'~'\~:Ur.t.in lfiKi' dillY'" fh)/flt;h~.,,\i6l.t.l?1 of $U(;h p~n-mit, 0'1' H '1:;1'1.\.$ !:JIJ:i.1dJ,ng '.:'1 wol'k al,..d:.h;:wh:~1 bY" (;;Ut"<~. j;o,tnttit i$ Ibll$p<itndwd (.)\' O!\\::'fil,l'ld>~(\I\;j !lit: al:\1)f<timl\ll $ln,,)I'r ,t:h~ \.,forK 1$ c()nllfl~'fK~,,-d f(n" !il. p~'(;l.od of 180 det'''$.. ' , .l' ,sLrbc(~nt r ~ c T' CliVYR')NHC~'TAL;~nn(~R^TTO' N ~LCI-4'L~-?7Cl 1'~ 4;, t....ll{ ,~"'ilf;. 't",fYf 1J-",Jf\r'..1 M ,,,,, ,:;),~')w ~ ~~~ ,f",,!,,~ ".~ ,t, 9300 SW BARNEY ~iE RD PORT ORCHARD WA 98367 r ..~~ :v.. ~ ETENVC;1iQ51N'4 Exp: 01-0<j '<20();~ ~ 1 .. 1'V"""'- \' " , . ~ . .~' , jlj N(H'!C;l!r- 1:t;Jd\kthl!l'if~$il1un$tl::i:Uj;t.y of 'Pllwmit, holr.W'l',1"lOt the (:it>! c:.\f Brll!lll\\!':rtOrl ('1\"'I:1Llilding OfU,,;:j,l!l.l t;tl'it>4Ii'1it .< .', lj,l l' ''\:J) H:, thO\!i/~.t/!lqJ..d,1>lil:d :!.nll'lP\lilc:t:i,~)n$ aI'", !il<1lid"", rhiJfr pe-'rmH:, rlol\~'r' f11\J~;t:, '/'l('J'l::ify 'l:.~ Buildi1"l9 OffieLd WI1i5\~'l 'r'<ll!ady foy . " 11 j,r'I'I'II;lf,;'c.t:i!r:5r;l)l. flittii1lJr~ (.)f th~ p<lIrmit l'lOlda'y' !:(),nC:d;;'ih' t:hei!$uHdirvil Of'f'lcilOC.l of l''''clLdn~ irl$pl!:'ctiofll."l iniJl;Y 1't.'I;)l,.ilt in~,J.lt/~1;op,,<l\.r,~ o,r 't.he \<!Orku;ntfl ,,,uch tiflil& thi~t th/~ P.;;l(l~~tAIl!ftd~l" C,);n $Ub$t.a.nt,iatl\l i~0 too bwU(,tin~1 offici.Ol.l, . '~tl~,x-l '/:;h"i ~~cmde<'tl('1Cj work iYl<<>eteJ 'lOt ;ffxc'€'\'il'Chiil C~':I,\?,<t.liY~ro~rlt$. AI1).' r;Jq,;IIlO1ild.QrI.t,;Wi:;ir\Gl, elf' hrl<i\lII:';i.1I11 bwn:wm ~~~/Ill.n ibe b(;.il'n!~ ,:;tii.fCt;li by HWi';pe1ftil.:i(,h;)ld~'(. r:,1\i:l!,'Y~' to ,;;.ul;l$.),tlal"rl:iau: C0<.11J '(',e<4\Jil'l1)fflantwl It/ill ir~:'l~ll1nj,fy U~ Cit}':~ Iilr.,llild.r'ti\\r <my ~nr.r!llH l"IIJ$pt;;lrl:!llltlil:U:,y' or U,sb:l.U't>.. (:l:'l1\1~~~dw:ith t.hlil r,:nl'l\~tn.cti()l1.1 . . '. (;.,"7 'I I t'l\ln~)' clil~tify l;hrilt :t ha~ 'r<tlOl.d and ~XMl.i:I1t...;:\ t:.hi(~ pevll'll t "'mkl'jifi~d'Jtl $,>1.'00 t;,t') 1;;1", hlH& and cCI~""ect. t~ll " .:~ IH'CJ\i'h"ioYl$ etf l'!JMlll >.!II'10 ol'dinarlC;i!!$ !,~O''''~Y'ninl''~ thl,~' t:),'f,l<lli' o:f wr~'I'kiW.U~' b'il' compli~d wi'l:h \.<Ihetooy c$P€cified he-n'!t:ln I;);' 'rIl)L T~ ~"n't'i1. ' 'n~ o'f ,\l. PO!!YI\lit cli:J~" 110t P,(of'Y<llI.llll~ tQ ~3j~, ,ilJJet~dty to v'lob,tlil 0"( c-al'I;,"::litl t~,Pl"ovi'Sii'Jn$ I?f amy c1tht\l' ~t"d:,~ (;11' '(;:Jl:,,(!\,l l~w tf./!!!;1UJat.ing C'~m(l~t\'tI(~ti('Jn .~ PEl'dor'ltltlll1ctif elf' C,OI'l$tnlc:ldon. , .. , ,'~ \:-. ( ~ 2 l\"....-o 1 ,',.1", ~I 'Ll,lr\<l1.hJ1"~' ~ ..__...,,,..' ...,_', {,l;ll. t~e ~'-'""--\r-'-' &..-.-,.. ..._.__ .,_.' , __'._ ',1.' . ! 1 \J,\,,,/ ~ :r Co/lfr't.J:h' t.r\ld:.~d"_.Il',m: ~Xl?mr)t froml~M n1quir'16~1~I~nt:~~ tlf thili' $tatii.' c.(;)nh~ctot'4,__;r:Ij;\iliarl.:\':~d:i(,n l1,lll"J", (mG.~Y ,/~ . .........., , ~,~t;+;.kl!1 ~$,Chl~,Pt.(ltV' t:l!6, li!IM$ l:)'f 1911',7. ~:~rfi:~:~:::~~~::~:~]~:=-:::,i(J~f/51=:--~-&-~~E~::~:'l ~ J. BUILDING DEP/\RTMENT ~/(."" 8."...."".."..' .' ."".' '.'.'/1'"'.''''''' \:' -: t' :>:'~. '}\;~"d:~S;~ , , ' ," t ' ,/.. ., '0<,-. REMERTON P ",l286 4th;Street;s \Pl]one: (360') 478:-'5275 " .... ,.... .y, BUILDING Jo'6~~ddn9300 stll BARNEY WHITElRO " · .' ' Looat16n:/Ol YNPIC VIEW TRANSfERSTAlXON R41;t:eLNo::' 1123012-002-1001.,) CENTER mettofl;s UA '98337 ( ~60) 478-5278 , . Appllqant ;!1JASTEMANAGEt1ENT INC. 415~2?51. ,9300 SW BARNEY WHI'rE RD. PORT ORCHARQ:;WA ~836? ;".!~"'''_It_ '---", Pend t No;, Status: Applied: ,Issued: E'xpires: '--~---i 1 ~" ~ , r\ ~I' ~ I 1 ~ 01-0337 PENDING 06/19/2001 r I f t .' "'\' ,Owner;, WASTE I1ANAGEt1ENT . nk415""275,.l,~, \':9300 SW BARNEYIJJH~,TERO PORT ORCHARD WA 98367 .1 . . , . , . . Contractor:, E T EI~VIRONMENTAL';CORPORAHON 360$415-275l1c:lt: ETENvqK051N4 Exp: 01",09"';2002 93PO SW,BARNEY WHIrE,RO PORT'ORCHAROWA 98361 Sl.tbcont r:' Oase: SOLID WASTE TRANSFER SfATION - SCALE HOUSE , . )1(* *;1<.)1( l!( * l!()/()!\ ***)!()j:; )1(% * *)!r; * it: ***** :!f*~)I;: **)\( *)j(*)/( *'~)!( ** ** ***)1: >>: ***)I()!(* ** l!( *)/(*::I:)j( *)1()1( l!( *** l!( l!(l!(l!(JK)/()!(;t()K l!:)!()I( ** )1(*>>:* >>:)1( ** \:Jaluation. ':<< Permit Fees~ ' 321.25 Total Calculated Fee: 534.56 19',749.0f,3 l* plan C;heck Fe ' 208.81 f)ddHiolial Fees: " .00 . ." ,,' , ,.,1 * ather- ees: . .'. 4.50. }.total Pe'r:.mit Fee: ,':53.4';; 56 , "lj(i/(:iln*uu*tn:iOIOf(~n*)lOK)IOIOIO~:~*,u *UU)/(:'!OKJKi!:, un*njf(u**)j(l/OjOKjl()I9101010K)IOIOli*lk,lI:*:iOkn;lOIoK:lc~,l!'liin**:lK~lIlU '.. ~CHAN.' ...'C/'L..'/Pl... UMIS.. .ING ffrxTURES-- " \' ,it' ,\ . ' . "",.""..;,:?" /'. . , fa. f' ,. - \ n\~ 'iG ~(q~{): . .... .. . ~~ , ' .,~~ · ......"..........."........... ..............'1............",......,.............................. ' I _'," " , ',' \./, ' ,:"",,' " , " , . ,~~" _ :~I, " ,~. , : ' "" . "; " ' T!t\~'$pe:ynHt $hi!\l1~1?IlW1'iUll a\it:! Ii 'clif theb~ndi~_91"-Woy,k authoy:!::z:ed \:)y thi$ p~Ymit i$ not, CoMmenced Wi.thii"l :t!Q days.fi'dm t~::cdi'€;~ of ~ch pel'1l1H:~ () . "'~dins oy woyk authoYi:::ed by $\jeh PElymit is $v$f:1ended ot' ; , ~":~"] '" " . ',' ,: _0' ::,~ , " c, ,'" , . , ' ',' 'a\?lilndO'!1l\!d at';!!;lW:.:tfMe:aft:,ey t~ welk i$-"coll\mene<ild f()y a.peYiod 01' 1St) daY's. "" , ,,-' ";<. : " " ' . .'.- '. :"::'I':'::,/t:..>:~', ' ,\' , ~,' . " '>,~ - .,' _ <., . NOtxce:- )'~:>-i::hefe$pO\"l$itii1ityo'fttm> pel"l!l1t holdet., \m thec::it)' of ByerooytonorBvildi\19 ()ffici:al to ,,*l1l 1;O.'iti:hat;/.f{i~iyedhlaPeqtiotl$,a:yem<1l,dl1l..The: 'pe,ymitholdey n1ust.l'1OtifY Hl6' Bvildil19 Official when yeady foy 'in$1;>et;~*6rl~~ ." Failure of thep~Ymit holder.t6~oH f)' t,he, lOCl.ildil19 0'1'1' icialof reqtJi red inapl1lctlon$ mayreevl t .int~'$toppageof t.t:\<ii- work until $\jeh timet-hat th~ p;;i:nnit holdey can substantiate to the buildins ofHcial . ,,: ,: ,; , " ' - , ' t~the,~QncE,ia:led.w6rk l\'leet:s 01" exc~~ cOde.l':equiY~nt$. Anyc.!liNYlolH:ion. teatil19, or financial burden shall 'bel:ittrfti'j/dh'ecUy .t:.y. fhe'pennit holdeI'. Fcii1u'r~:to $\jbstantiate coc.klt YQquiyeroant.$ will: i\'ldemnH;yt~ City . '. . <l'l!1ilain&l:t' any and'~li.' ~~on$ibiiity Or' I1ability66htWcted with t.he col1sh'ueticm. . "'.' IheYe~YCet:At2lB?~~tn! .; .'th~e))~~~::::r1d ~~ . '.' prOVblOn$O;~~~~~'rr1). i=i.f4.L~YI~1.ffw6Y{~"b'4 ~he(j Wl . .... .....t~nnn or rrit. . Thegyantinsot e. j:)ermH doe"" \"lOt: pYe$U~ to $live :author-ity to violate 0 ~ .. ieion$! of eny otMy stat..". 6.yloeal law Ye$lulat:ittge6n~rl::ruction or t~ peYi"Ol'mance of' corl$t " ion. )',', , j Sisrlatu\'a:.__,........;_~ . "..,,__-.......-."'_~._...............~~~........,_.MM>_ Oata;______ ? ~ (Zt~' I ceri::ify that: ram exempt f'yom t~ Y'e,*liyernent$.. of the stat&co\1tra\ctoY'SO Yf>'9istY",:.:t:ion law, unde~' . $~Hon 3~ Cfll1Ptef 126.; laws; of 1967. . ,/ ":' f< . .' , '- i"'t.~,~.,~ , / t $.19l'1$.tu.ye,_M_:,...;,_M____"'_'~""."',__1____~............____ Oatf>'~ ~'P-1r" ! " .~)ft)\(;t:jf:;%)/l>>:;f(*)!:)!t)l(::!(lj:;)ft**Jl()j(Jk:t:***JK)j( /'" ~ J, , / --:7/1 f $(7 I"" f' , '. . '. 1'1'1 /'1. '1 t' .,.. . Permit C~f)ter --:- Approv~d ay. ~",WM~:'~~~~"" Oa t e : ,_w",.,.i"-4_'$"'w+_~~~_w__ fl' /~, ' ,~~. ""~"""""'N';)- I-,'~ ^'"' ,,~,' "':""-,,,,,- ""<__' ' --L:"~_ \"~ ~~ ,,~ ~~ ~"- , ---.:", >l<, :\"'.'" "I \:"',,: __..--.~",n_~ ~,~ "'.----0 ~"--""'.-,~~;".i'''':t~?''~'{!~-''' '(',~iF.:'Jf~~I'~'i\'(~I\:t':J.;'Ff~"-""" ,- ,~._- ~.~~~\,l~r- ~_,..~_ . CQntY3clor: t r ENVIRONMENTAL CORPORAflON 360-4 SWBj=\f<NL Y WIn: Tf. RO POfH Of~CHf:I!70 iM~ j; ETENVC*051N4 Exp: 01 1 "\ j ~ 'j 1 1 I i 1 ') I , E't f~~ t-:;; t"1 ~::::"' "~'''r (;:) i~'" I::;:" IE:" F~ t'."'li 4t:h St;r6t~lt.- ;Cf.i"i<..ne ~ (:3160,) alL1LJ)INt:~ Bf1f\'Nt:Y WrH:rr; HD OLYMPIC VIEW TRANSFER ], 12-00:~::.lOOl '''(" (::..,: if':;:: r-.,(lT E ~~ ~:~?n~, pIA ~~~;3:::{J' r~j~X: (~360) 4?t~'''S27!ff PE.Rf"'I.!l ;'j (Hkir ;j Li)Cd t n;; P ~{r\ 'f"" c?~:~ 1 No ~ Permit No::. 01 lION S t ;;,tH~:;; lled ~ r;:s~;ued~ ir1.!f~ ~ peNDING 06/19/2'001 !' l/'!f~?; ')i BOO MANAGEMtNT !NC 151 EiPd~NLY lllHI l EI~O PORT ORCf1{~I'lD: 111(.,\ Owner: WASTE MANAGfHtNT INC 4 1 ~;W B{~Hl\IE)' Wll.rn: PO PORT ORCliMm W,!.l 913~:(:,? I' , , , fit r ~ JlJ !)U~':;n:: nUlNSf ~> l' fH JON "" S:C?lLF HOUSt: ~ *.~*.***.**.**.....***.*****i**.**..**.**..**..****z****~z*~***~**..I****i.*#**E****.**..**** I ! >:\ (,};:U,Hi2IL ~ P(:,rm:it ?t2L lot 611 Ca1cl,~ tl)34. J'::',.?4~~.Olil )\1 fJLw CIH~!ck f{,;er~: ,,131 Add.itiOl!,lll F(:~es; .00 ~( 0'\ F(je:;;~ lL,~:iO '[(11:.1\1 Permit F.~je;; ,,~\6 :I<::y. 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(,,'\:/ d~n:~:"!H,jon" t",sJ:ir18. or fin,'u'!l;,:'~")J l:::UI'C.ltlfi$ha1,lJ tifJ~ btk'n~~~ tj:i"c41>;:'iJ,~~.' b"i 'tht~ rt.t~({n.;i.tr ho:tdii:r'.. f"I~!l."iJ,u,~"'F.;\ b~) ~\lii.ub,;:,;t.$~nt:i:a.t~19. i,~~"l)I!~k~, y~~qui,'r''t:t'f1~nt,:,,,:j; \9J.i1-1 j.n~m'f{'~'~>>1 th~ C,~ty ,~g;;:,,:\ n~;'t il>il'l'>" f",;r](;l $.I,:n 1'~1l\\pC:ln"d.b,U it:>, Or l i$..!::rf,:U. f;';i ':''C'1'1!j~'ci.:~l<:,1 ,.,H,r, thlll c,,:m:\til'k rlJC\:j,fl1h .. .... . , I t)"~"7Y 'P:t:~C (.1vvG>,tt1trEt:Clltllpv'/J 141'141( 8'3, 1/J4 no,rt~^ t i~;Y!tt/" ,;:"nt:,l 'j"'y '(i'~j,t. J. r!l,";':!'''~ y'~~d" ;'~li1 ~'.(:!lrln f!f:(J '\:,;')" I)MlIrt't'lW'1'1:l !I:\'!C:M!JM\' ~":'~I!l!~ {:.O 'fl~!t:\"U~ ~\r1r,1 ~fl'~~ ~ Mf"" "'l"()"'l"t("n~ n'I' ),,:,t~"' "wi oi'dla~"" c,ll'~inifj, :J;h~", (fZ;1""""~' 'inl)l\' ',jiJ~\)'i" !i'ot~f!:1l'I. ,~H..b<lut~~"J!Z'lti',,'d ~1l!J\i'ejn ' v 'I~''''' " ':~., ^ , ,lU~ j, \, lit-,. I , 'N', 'C1(~1 -1,1, -", ~ ". '.. , 1Y'it.J.'4" Ie '". '7' 'l'P . '''(,JJI<'':~~'r''T~'''V'''':. ",", I,. .- ,.;>'/' ned", Ih.,~ 1;\lr"~I'I~.;j, '\l) C,"I-iit. Pj)!',(lll:~t dO.M rr{~{ ~'iYl\{;"jWlh,:,(;; ~.:Ph)? ,'''!"ttn,;,v:l.'\:',y t;() "/1,01;;\\\:.(1 0)" ,~~rl(.",j, i;h~" pn;",il",),d\"iXiS ,:,'1' ~\m' ::.11'h,;,'l" 't?b!l;I.~,;;1 (::w It,~::~!l 1(;<;", t'(~~;l!.I1ll':\t:ing (~~Il'#""t\"l'!ct,j,'::.n 01' Hi'" t:>I.!:'(f,:Il''tlJ;i1m::!i! o'r C1;';>fl;!lt.nJ.ctJC1fle ',~i)j,,,,ml/,i:u<\,'~ ",,,,;,,,,~,,,,,,,,,,,,w'.";~~"'''--!''''~~,^^''.'M<~'''''''''''".'''''''',,,,, ",""'^'''' "'1\j,,',r. "/J L?1! I (0 { ~,,\.... ,.. % ,.......'".,"""\"......,\~'IC ~,..,.,~,:::::....J~:..."w,,,)""^...,......,-"',.........,,~"'*,,.~",,...._..,... J ,,;,;;1Jr't,:d'~.I th;;;d:. .:t ~i.I(1 <$X.~i,lIPt fn,;iIl1 r,",qui \"~!fIIlI\"I1Ua I;tl' 'chi'J "it;~:h, ~:";IV'lC'j.$X;t~)'("8 l"f;ll,th\d;O~H011 .ll[..~. U1'Ji,;,~t' '~'%'i;:b(A'l 3. Ch'llpt:<<w t;?:tii" :l:qa~Ji'iI, ,:,'1' .\.96'/" (,~~ i ~;IrWf.\ tu ~,. Iff *~**..X..*I*****~....***.** F'i;i'l'lllit C$nt.et".'l~ppro\j,td 1"'1'" ", ...,' ~;'l.. t I I c;/ BREMERTON PERMIT CENTER 286 4t.h St.reet. $ Bremert.on $ WA 98337.. Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RD OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 01-0337 PENDING 06/19/2001 Job Addr: Location: Parcel No: Permit No: Status: Applied: Issued: Expires: Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic #: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Desc: SOLID WASTE TRANSFER STATION - SCALE HOUSE ~******************************************************************************************** Valuation * Permit Fees: 321.25 Total Calculated Fee: 534.56 19,749.08 * Plan Check Fees: 208.81 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 534.56 ************************************************************************~*~~************ MECHANICAl/PLUMBING FIXTURES- ,,' \ ~ ~', \ ~~* J6 w( lA ,t/2'~ ******************************************************************* ************~*********** This permit shall become null and void if the building 01" woyk authoYized by this peymit . ,.... need within 180 days fyOlll the date of such permit. 01" if this building 01" woyk authoYized by such peymit is suspended oy abandoned at any time aftey the woYk is conrnenced foy a peYiod of 180 days. NOTICE - It is the yesponsibili ty of the peymi t holdey. not the City of Byemeyton 01' Building Official to see to it that yequiyed inspections aye made. The peymit holdey ll1.ist not.ify the 81Jildins Official when yeacly foy inspections- Failuye of the peymit holdeY to notify the Building Official of yequiYed inspections may yesult in the stoppage of the wor-k until such time that the peymit holdey can $I..lbstantiate to the buildil19 official that the =ncealed WOYk meets or- exceeds code yequi YE~ments. Any dernoli Hon. testing. oy financial buYden shall be borne diyectly by the peymit holdey. Failuye to substantiate code yequiyements will indemnify the City against any and all yesponsibility oy liability =nrJeCted with the =T1Styuction. I heYeby ceyti fy that 1 have yead and examined this permit and' know the same to be tY\Je and =nect. All pyovisions of laws and oydinances governing this type of woyk will be complied with whether specified heyein oy not. The gyanting of a peymit does not Pyesume to give authoYity to violate 01" cancel the pyovisions of any otheY state Oy local law yegulating constyuction 01" the peyfoymance of =nstyuction. Signatuye: Date: I ceytify that I am exempt fyOlll the yequir-ements of the state contyactoy's yegistyation law, uncley Chaptey 126. laws of 1967. Signatuye: I ........................... ~ t,f,(. ermit Center--Approved By: {V~ ~ Date: Date: ,....q---IP/ It '\ 'it , Building Permit Application City of Bremerton, WA 98337 Phone: (360) 478:.5275 Fax: (360) 478"5278 of ~ 0 331 Cfl:tt- ? ~ APPLICANT: I]JOWNER DCONTRACTOR DAUTHORIZED AGENT Site Address:--.9300 S. W Barn~y Whi t~ RD. Port Orchard, WA 98367 Owner: Waste Management Attn. Terry Bickel Contractor: ET Envj ronmenta] Attn: Jim Frisby Contractor Licensc#: ETENVC*051N4 ot..~.' . .~.. ;.. ...;:" ..w_~_ ~:;e~'.w Tax Account Number: 112301-2-002-1001 Legal description attached Address: 9300S.W. Barney White RD Port Orchard. WA 98367 Address: Same as site address Expiration Date: 1-9-02 Contact Person: The IT Group Con~ctPhone#: 503-372-3663 Check the type of application for below: o SF RESIDENTIAL NEW IQJ COMMERCIAL NEW o DUPLEX 0 COMMERCIAL REMODEL o MANUFACTURED HOME 0 COMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERICAL REPAIR o RESIDENTIAL ADDITION 0 MULTI-FAMILY o RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: ) Scope of Work Proposed: Solid Waste Transfer Station - Scale House ~ (~)~ ;;'\1 ~ t I I.! W .I!IN 1 5 2001 IlL U LJ RRFi\i1FRTnf\i BUrLD!f'JG D[?APT~,r;ErJT Square Footage: Dwelling: N/ A Carage: N/ A Scale House is 346 SF IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? Decks: N/A YES NO X Valuation Plan Review Fee d-D (J. ~/ . !'Permit fee:' ;',. . 3~{~dS ~46 ":.'" ,>Suicharg~s: Ul1dby. $50:00 State: $ 4.50 "Total Fees $19,749. 08 $162.96 Applications for which no permit is iss led within 180 days following the date of application shall expire by limitation, and plans and other data subm.itted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicaut for a period not exceeding 180 days on request by the applicant ohowing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. APPLICANT'S SIGNATURE;;.-;'::><<~ DATE: 0.s-)/ ,- I I '.F-~---- ."" ;. -~.'>~-~ '--:!""'<.-~'- >-,-,~' "-'-~-"-'-'---~-I **************************************************************** Inted: 06/1 1 16: I~r **************************************************************** : I.):t 1 ~~mqu ,,~$1 :1 16: 1:,4. n ~ ~J~'1STf". MGMT Cl\ 1 t ~ VW ,'OjI,' ~"'. ''''I<' ...... w"' ,~.! ,'" *'~' .,"", "'''" ""1,' ow." ",,',. ''''' ". - '*",,.,,'"'" '^~. """~ ""'I' ....". "'M' """".. ".11" '~~.... "",,, _~, ','.~, ,J..,. '"",'.' '..."., ',<N ,......' ..-,t, 1'!'''' '....', ,..,!> ...,. ,,, -' .,.,.~ ",..,- '".. "",,. '-'" '.,"~ ..." '''''. ~',,,, J I Addr ~r;;'!"$ : i()n~ SLDG PERMIT WJMECH/P ':~ i t. ~;); Ti)tell. 1 >i5~~ 'l.h ~ ;;:0(1 .' a:t " 131 g5!!!lJHIC(fj ~ ~*****************************************~********************* Oeser ion AmQunt ( '" ) IU) PLf\N ,,8:1 I. .,.J.;;Jt lltfrEN'11ij [~~((:)[NJ frJ~~[f\{!lr !~t CORPORATION 9300 SW BameyWhite Road Port Orchard, WA. 98367 * Tel (360) 415-2757 * Fax (360) 415-2761 TRANSMITTAL ProjecUTask No.: ET0406 TO: City ofBremerton DATE: 6/13/01 ~E: Olympic View Transfer Station 4 DESCRIPTION Refer to Attached List of Specifications ,;) ~ (Q; ~ !J~:ij u'a JUN 15 2001 :!; WE ARE SENDING: QUANTITY 4 Structural Calculations BREMERTON lJU1! DING DEPc~RT:\tJEfH 2 6 Compliance Forms for the Employee Facility and the Scale House Refer to Drawings Cover Sheet for list (full size sets) For Your: Sent By: vi USE APPROVAL REVIEW/COMMENTS INFORMATION OTHER REGULAR MAIL FEDERAL EXPRESS UPS Y'" COURIER OTHER COMMENTS: .. BREMERTON MUNICIPAL UTILITIES 3027 Olympus Drive Bremerton, Washington 98310-4799 478-5318 4613 ~TILITY SBRVICB AG~~B~NT Work Order No. Tap No. Receipt No. Bremerton, WA. , 19 The undersign Service Address: Legal Description: Plat Block Kitsap ~~;~~~~-;~Q~~;;~~~~~--[]-;~~~;--[J-;~~~~~~~~;--[]-~~~~~~~~~~-1(L1ltitt~~- SERVICE AREA: [] Marine Drive Water [] Sewer District # 1 0 (,- 0:3 ::..,4 -(11 rL\. [] City [] North Perry Water [] Tracy ton Water . [] County [] Port of Bremerton [ ] 0 I -' D a 37 --------------------------------------------.------------------------------- SERVICE CHARGES: Connection/Inspection_Fe~: Water: Domestic.............. .Size BARSj $ $ Wastewater ... III . . III . III III . . III . . III III III . III . III . . . . III .. *' Fire .. III . III . . . III . III III . . . . . . S i z e S to rm W ate r ................... III . . . . . . . . . $ Fron~ FOQtag~_Fee: Wa ter ............. III . . . . . . . . . . . . . . . . . . III III III $ Wastewater III III III III III III III III III III III Ill. III III III III III Ill. III III III III III III III III III.S S t 0 rm Wa t e r III III III III III III III III III III III III III III III III III III III III III III III III III III III III III $ g~J!.~ral Fagil.LUJee: Water .......1 of units Wastewater ..# of units Storm Water ., of units (j $ (It $ (j $ $ $ $ ~~te~~ey~lqpment Charges: Water Wastewater Storm Water $ $ $ Temporary Service Road Permit Street Restoration * [] City [] County ..$ [] Asphalt [] Concrete $ Tapping Fee ............. _ a - - - . - . . . . . . . . . . . $: Deposit . Other r:;;J.5TV/{Z. AOAf}TrA~) $ ;7:>nO,..D-~ TOT AL. e _ _ . . . . . . . . . _ . . . . $ '34-32-g_/600 --------------------------------------------------------------~------------ 1. Utility charges are the responsibility to the owner regardless of whether the property is occupied by the owner or tenant. Unpaid charge shall become a lien on the property serviced. 2. By this agreement, the undersigned owner acknowledges that the owner assumes the risk and the City disclaims responsibility for all claims for damage or injury to person or property resulting from the following: a. Installation, maintenance and operation of all plumbing, fixtures or appliances connected to the water meter or wastewater main. (Building permit inspections are limited in scope and do not guarantee plumbing design or workmanship.) b. Changes in pressure, flow or temporary shut-off of services due to system maintenance, emergency or non-payment of charges. Number ~:5"6(1) State {Va<< ';- . /.J ,,' (~, -:::> Name Billing Address ZIP Cllf3&l , ~--'- \ , '1-9--.0 \ Owner's Agent's Date Date Utili ties: '-7 -,7 r:-' Date (____ __) , ""'t9-- c\ Accounting Goldenrod Copy: Customer 1';; \ , . ~ ~ f .-~, " , , t),. . . ;~,: fl' .;" '-I, <0"'( .~, \:'.' ..::- - ~',- '.. ..... ,~ . " . 'Mi~CfJAt~~GAt,' ". ' " '.\: A~p,~\~l\,le'cl~J:~in~ t,o~~lI'S.~ ,--< .;,. . )t~~~i!li1S~ ~ "':~:W1~Q:lI..; , ""." :~.. '. . C \ P9milllf~titl~ aij'.~ . ' . '," " ,: Gas pi{1e,und~ test:' '. "~ ." '.. :,.". -~, '.~. .:" ..;t:.' :" ""","" -___. .-~_ ,-~',,":' _-.~:: '_.: .~_.- ,.Gaspipe: 'undJilrg:rQun4mir:t~12.bel~wg,fade, '~~ >--~ . G~ ~f\\wt;~f W~i~ 3~.ti ftpplia:n~~ :' >~" '.' . ,,' .', . " . ~_ ,. _. , ._._ 0_ _ ... __ ___, K ""':0- ,< a~$ tl1fjS: ~lia:m:r>er ,e.l'manefilt\ly~'e11i. ' ' '. . \ . ;.' ~~di$tQ~ ~,f,t~,~:c:~: ,~Ni~~i ij~' r'i : " ;:, ~~.fll\i/~wrrii{c'$;$:F.i~~ ~; ,~i~~' "', . .'" ., . \~ .:' " . , Cn.im~Y;'$e.p~~ateJ/.tt~ wJl;e~,{~q~J~ed' ,.' .- ,.., ."., --!': -' . -. '; ~~ ,,' . '.~. '!> ',' ,to l",'J1 - .' .~ - , ':,. :" ~~pijrai\,~~.)Q~~ti:Ol~'WJ;f.I!.aj~~;5$,j)irPlP\liJ:ilji~art. : i:, . '~g~.-eiili;~~tQ ~I~~~bl~' . ' '. '~ e alion., ';" '. :';' . -$:; - ~;J_. ,,;;,:;,~ ::"\ :_~. ,..- '=- _. _ ',. ,_., . "'. --'. '~' ,'" .- ':; OllctS::~&; S'upport .' . . --. . ~_.~);-? - - _ . ~ -!;.~ f .if f-M -., .i- .' "':.r- .';,:} Gas p1;pe: ,sizq & .$;up~rt :. ' . :: ". ) . , . 'Gas. iP~e~' wr~i:~ ~. ~r;q';~g"~(ihd~,,e-~~4ed'" " ... ".~'- -'.. _.- '-- -- -.-. .~. '. ~ ~ }. ,QS'.s ~:g$::;5afm,v ~.lli'ff . ., !~~~t 'WQ,Q~$bl~~~, ~PA ~(~~. ,:.., . ,,', ,," Woodsto.ve~ " fi!~pl:aces; pr'O:per h~aj"tII\. .. '. -::-~~ -.. ",-'","_' ...J.~' '_' :";':.,.' ,'. .":._" ~,_... - : C<hilnfleY~~r: Wl\M f'~q,U;i~ed " ','. f", L.. .'.~L_"jl. ., . '1 "<:i._ " ".' '--J! ..~ - -'--!i".. )f_~. _ ..~ . v :. J' .! : ...... "'ii. , ''COMM:ENT$: : ) , '. ;. , , '. . -k) . ~ ,_' 'CZ'"V.- ." ~ "" ,. _. '" --:;"L. ~'"I 4 ' ,"'I'" :. ?' 'f~ ~, , 4:t ''7' l<'":-~" .~.)c:"':-- "..' - ':--r ~, " !' "" - :~~ 1',. \ , , 'I'~' L "",' .' ":' .:.~~ - ;" .,it" !i. ~~ 'tr; ii}" ~ . ~ .,' 's. ,..: '. J , . '" . _;..."r V:-. '" ' .- ~: ~ t,. . : \ .' , ...,<, .~p:u~NAee APPRrlVeti:." . ....~. ,~..' . ,.",:".~.7~\-,,,: '~ "'. " 'G,4.S.P!iPfOO.AP.PROVeo: .~ .:." . ~ ,. .', - '-,.,,-- }' ~'1: \: ,'"'- 1, ,.'(:'1/, , ) ~ :~. ... ,~ . J: j' , otHER APPLlAt'jC,eS' APPAO\tEO; .:,' '. '.;'... .,,< .'~. ,'. :. ".'j. l,"",";'''''' i't.NfV'.tJ..teipj:p'mg.:tici~,tast. ,', .'. / ,,' . ow~u plm,~r~.li~' '~,':;: " . :. ,If' _. _.: . _. ~ . _ - A- : - .. - .tN'J'V; & ~ter~,fi~S: P.r9iP~f $~PM. . Vent t~rtriii!1'a~o'n,' '. / .J . .r. "" .'. . t ~ 1,"~ , . ' , ,", _ .'a WaI~r' sUp;plytpt~per'~if:i~9 .' . , , .a.. " ..' ~, .', . '" '.' \ ,. , ~. " '\Na.te{ 'h;~,t~r:9~t1;' wd~'e QJ'\ c~d water- {iUpply . , '~ ' , ~~ ~at<<:h~t~r J~ii;I'~~~e ~l'afnlG Effl~S'i(!J~ "_ ' .:~-":lJrpai'Jjfl1l~r w.at<e:ritl~r ~I'refi. t'e~ftedl. .' "'~f~"'& t~fi'~t~~6A~rs? Wl~~ r~~lr~' ...,': . i , . 5. /~'~' ~:' . }.~ ,J;ij~ , t:l. '~:. ,~ ''1: .i..." -;.~ ' TJ.. -'",,' .1" - .'.'.' . -..!!- . " '. PlUMetNO'. ^<. ':. .' ~~ - '-.1 . ',1 OW\(: fjJQper '\trad~ . . ". .. . "1~>.\I':s~~l)p:e(ara1Mg:e,fim~s "~:ere h~qUlr'e'd " ," IfiW~: req~'if~tfcd'_~uf$. ' . , " ~ 'I' Atfim,.W~"~.d,.r ~~r,l~ .'. : Sl1;ut.s~f ll~v~Qn'aJl ~i~t~r~i .; ":,_1 :' .~. . ." ...' '. . .' .:'~ _ '.~' <. .. ~:.' \llitcutJ:ri1 bf~aPis~WtWe reqt.lired ;!('. :__""0.1 'l!~' ,-l;'_:"~' "'i-~.: .J-'~' _"'::'~'j~$. h. '-. ~1tter he~:er: siesfuic $\r~ - , ,; ~et"'P'ipiRg ~~ltla~ed~$' r'iqutied ~" "'.' , P:t'I:lp:i:il;~( wa~s:. 'l!fl'tere Ir,~ilt~ ,., . . I ""ti:: '1..: i':" , . " '. >:. ~. " f'" " I ~ .:; , ,'. '. . 'iii~'?:':_': ""'i., .\ .~.. CQMM,I!NTS: " ;" ' '. " . ". " ;, .' . ' ,.' , ' .-'" i ::- ,:".' .".> . J<r-- : ~. ",' .. ~ '.-'ll>.~ '_P-;:"- , '" "'. _.:./ 'i";- -~-' '1'" ": j",_ -I,.... . " , "':' .~, ,::' .....L. : ft' >~ :' \ '-" . , " '( " ,. . PLUMiE}jW:C?S'R,OU.MDW9RK A'PRO~O;. , ,"I ... :-' .. . ?, ,-" , . P:l.tJ,u:B,JHG .AOOO,~;~Ni~iP.,R(}lJE,(!), eK.. ,':. ., . ,:.. --- .." '.' .. .~' A~OS~ o.e.v.eili~ai.plaTIe , . . " '~serews.:1~o.c,h'~;tz. ~an~ it 1 i~) '24~ol Pfr;I~)il\~ - . '. ..-)... ,.i:' $"~$-lt-~.e, vetit~1~l'lech72~j- 24:- o.t,.'ff~tf)1il~,"l"" ". .. '~-'':.,''-:r- -- : ~:. -.... ~, ". '~.' ;".Q(~~,~2:. &,~ 'Iil~~, p:Iia~~Sl.t~ic~4~~,c. .~mf;it!t ';' 'c' , :~ 's~ew~r 12~ ,O~ ve.r,f ;~n~(5:16'!.~- 2'4~a~ ~r4tm"9' "Ol'~,~stQP~w))e!e~~ii~?'~;. .... '; ':',. ",' ,". .' <' . Wateibnard wl)ere r:eqUired.(l'\ot o'1,<:eHiogl "" '-P-~-Jil ,.:L.. _--:~:'-'. 1$-,. ;.,_1_ -:,.' -_:"-1!'\'~ 'j;... :-_' -"1~.'. ~-~_' -.i~'. '~-' ,," ~ot)~~ r8:~t&rfliilg:'Mii~F :o.C.';h~(';:'P1~nei. ' " ";Pfo:p~ ~~~l~r~cr~s~t;t:'~: (:, ~'iii:jJfl~a~iie (1'~~ '.\, .' " P;T\O,~ ~eJI\t*flg~~.(:Jt_~.)\mc~:,Wti. ii*alf1l:$'i(t~'.l' "c ,~iQ,~ f.e:rnfl~l~F_S.1,2~ 'O\,~.l1J1;}i~.'P.l1ir~f~"~.:. .pf,Qp~i f~te:t\tng: b'sGteWs- j6',i\i'.c.,.v.r.~, JPt~~\(5m'')" .., ,.. '....' . ,'.' '... '.' ...., ,. 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" Job Addr: Location: Parcel No: lei BREMERTON PERMIT CENTER 286 4th Street~ Bremerton, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RD OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 It Permit No: Status: Applied: Issued: Expires: ~ \ . Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 rf?J ~6 ;<mW;, Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Desc: SOLID WASTE TRANSFER STATION - NEW TRANSFER SLOG ~*************************************************************~****************************** Valuation * Permit Fees: 12,481.70 Total Calculated Fee: 31 2,882,795.03 * Plan Check Fees: 8,113.11 Additional Fees: * Other Fees: 324.50 Total Permit Fee: ****************************************************************************** MECHANICAL/PLUMBING FIXTURES-- r\LL r-ICf-(Jl '-' . , 3 ' -\-;\ V\c r ~ ~ *************************************************************************** This pel1l1it shall become Tllll and void if the building oy work authoYized by this peymit is not -within 180 days fyom the date of such peymit, oy if this building oy woyk authoYized by such peymit is suspended or abandoned at any time aftey the woyk is c:anmenced foy a pedod of 180 days. NOTICE - It is the yesponsibility of the peymit holdey, not the City of Byerneyton or Building Official to see to it that yequi yed inspections a Yl;! made. The peymit holdey fWSt. notify t.he Building Off icial when yeady foy inspections. Failuye of the peymit holdey to notify the Building Official of yequiyed inspections may yesuU in the stoppage of the woyk unt.il such time that. the peymit holdey can substantiate to the building official that the concealed woyk meets 0\' exceeds code yequi yements. Any demolition. testing. or financial buyden shall be boyne diyectly by t.he peymit holdey. Failuye to substantiate code yequiyements will indemnify the City against any and all yesponsibility oy liability connected with the construction. I heyeby ceytify that I have yead and examined this peymit and know the same to be tn1e and COyyect. All pyovisions of laws and oydinances governing this type of woyk will be CQll'C)lied with whetheY specified hen~in 01' not. The gyanting of a PEnmit doe9 not pYe9Ume to give authoYity to violate oy cancel the pyovisions of any othey state oy local law yegulating constyuction oy the peYfoymance of construction. Signatuye: Date: I ceytify that I am exempt fyom the yequiyements of the state contyactor's yegistyation law. undeY Section 3. Chaptey 126. laws of 1967. Date: I,") !ILJ'! '~ , ~'. " ~ I U ~(g~DW~ JUN 28 2001 Signatuye: **************************~ " Permit Center--Approved By: Date: BREIV1ERTON OUILD!~]G DEPAnnJ1Efff i)~~~~.~JII. ,~"" _ '.' ,...~_~~,~~~)jlt"___~_M. ~ >>- - .. .. iiiiiIi~L ~"'7 ",7' / It _/ 7 ,\,7/ Job Addr: Location: Parcel No: ~~~' BREMERTON PERM.I T CENTER' 286 4th Street, Bremerton, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RD OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 It Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: "Expire.s: 01-0335 PENDING 06/19/2001 ", Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-41S-275Lic #: ETENVC*051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Desc: SOLID WASTE TRANSFER STATION - NEW OFFICE FACILITY 9TATIO~ ********************************************************************************************* Valuation * Permit Fees: 1,027.35 Total Calculated Fee: 1,699.63 105,024.01 * Plan Check Fees: 667.78 Additional Fees: .0 -....... * Other Fees: 4.50 Total Permit Fee: 1,69 .63 ' *************************************************************************************** ***** \ MECHANICAL/PlUMBING FIXTURES- f\LE .: /", . {' 0 _(\ J f ,- I ''''../ ' , ,-" ~ (' ~ J\ v\ -~ -;- ~************************************************************************************** **** This pel1llit shall become null and void if the building Oy woyk authoYiz:ed by this peymit is not commenced within'-'- 180 dayS from the date of such peymit, oy if this building Oy woyk autooYized by such '1>eymit is suspended oy abandoned at any time after the work is corrmenced for a peYiod of 180 days. NOTICE - It is the responsibility of the peymit holdey, not the City of Bt'emeyton oy Building Official to see to it that l"equiYed inspections aye made. The peymit holder flJJ.st notify the Building Official when yeacly foy inspections. FailuYe of the peymit holdey to notify the Building Official of yequiYed inspections may yesult in the stoppage of the woyk until such time that the permit holdey can substantiate to the building official that the concealed WOYk meets oy exceeds code yequiyemeni:s. Any demolition, testing, oy financial buYden shall be borne diyectly by the.peymit holdey. Failuye to substantiate code yequirements will indemnify the City against any and all yesponsibility oy liability connected with the constyuction. I hereby ceyti fy that I have yead and examined this peymi t and know the same to be tyue and conect. All pl"qvisions of laws and oYdinances goveyning this type of work will be complied with whetheY specified heyein oy not. The gyanting of a peymit does not pyesume to give authority to violate or cancel the pyovisions of any othey state oy local law l"egulating constyuction or the perfoymance of coTlStyuction. Signatun;o: Date: "1 clntify that I am exempt fyom the yequi yements of the state contyactoy's yegistyation law, under Section 3, Chaptey 126, laws of 1967. Signatuye: *************************** Permit Center--Approved By: Date: Date: (:/// ./ ./'. F~ (. x " ./ Job Addr: Location: Parcel No: BREMERTON PERMIT eENTER 286 4th street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360). 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RO OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 ^ Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: Expires: 01-0336 PENDING 06/19/2001 "\ Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RO PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic~: ETENVC~051N4 Exp: 01-09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 subcontr: Desc: SOLID WASTE TRANSFER STATION - RECYCLE SHED \<., , C- r-Le r\-iC -I'd v, J I I ! \ i i I NOTICE - It is the yesponsibil ity of the peymi t holdey. not the City of Byemerton 0'1' Building Off ieial to see to it that yequi yed inspections aye made. The peymit holdey rwst notify the Buildim Off icial when yeady foy inspections. Failuye of the peYlltit holdey to notify the Buildim Official of yequiyed inspections may yesult in the stoppage of the woyk until such time that the peymit holdeI' can su.bstani:iate to the building official that the concealed woyk meets 01' exceeds code yequiyements. Any demolition. testing. 01' financial burden shall be OOYM diYectly by the peymit heldel'. Failun~ to substantiate code yequiyements will indemnify the City against any and all yesponsibility 01' liability connected with the'co~yuction. r heyeby ceytify that r have l'ead and examined this peymit and know the same to be tYUe and coY'yect. All pyovisions of laws and oYdinances goveming this type of woyk will be ~lied with whethey specified heyein 01' not. The gyanting of a peymit does not pyesume to give autheYity to violate 01' cancel the pyovisions of any othel' state 01' local law yegulating constyuction 01' the perioymance of constyuetion. Signatuye: Date: r ceytify that I am exempt fyOll\ the yequiyements of the state contyactoy's yegistyation law. uncle,.. Section 3. Chapter 126. laws of 1967. Signatuye: ~~~~~*~~*~*~~~~*~~~~~~~~~~~ Permit Center--APproved By: Date: Date: .Eiit. ~ ~"-=-Giliiai ~ ~-~;~ ~ ~ ~ .~ ~ ft3Siil.~ ~ ~ ~.... '&mA"~ CifII!iWl ~.--..-- -- - - -..... ..~ (~ Job Addr: Location: Parcel No: BREMERTON PERMIT CENTER 286 4rh Srreet~ Bremerron~ WA 98337 <. Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT 9300 SW BARNEY WHITE RO OLYMPIC VIEW TRANSFER STATION 1123012-002-1001 It Applicant: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RO PORT ORCHARD WA 98367 Permit No: Status: Applied: Issued: Expires: 01-0337 PENDING 06/19/2001 '\ Owner: WASTE MANAGEMENT INC 415-2751 9300 SW BARNEY WHITE RO PORT ORCHARD WA 98367 Contractor: E T ENVIRONMENTAL CORPORATION 360-415-275Lic I: ETENVC*051N4 Exp: 01~09-2002 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Subcontr: Desc: SOLID WASTE TRANSFER STATION - SCALE HOUSE ~******************************************************************************************** Valuation * Permit Fees: 321.25 Total Calculated Fee: 534.56 19,749.08 * Plan Check Fees: 208.81 Additional Fees: * Other Fees: 4.50 Total Permit Fee: ************************************************************************************* MECHANICAL/PlUMBING FIXTlJRES- ~ ,I ! ,Lt -( CI-O: 6 i r I I i 1 Lv\lA CQ~ /l , ) '-/ **********~************************************************************************ ********* This peYlllit. shall becane null and void if t.he building Ol' wol'k authol'ized by this pel'mit is not commenced ':thin 180 dayS hom the date of such peYlllit.. oy if this building Oy woyk authodzed by such pel'mit is suspended or abandoned at any time aftey the work is commenced foY a peYiod of 180 days. -~.-"'. NOTICE - It is the l'e9I)onsibility of the peymit ho I del' , not the City of Byemel'ton oy Building Official to see to it that yequi red inspections an~ made. The pel'mit holdel' Il1.lst no1:.ify the Building Official when yeady foy insPections. Failure of the peymit holdel' to notify the Building Official of l'equired inspections may result in the stoppage of the woyk until such time that the peymit holdey can subsi:antiate to the building official that the concealed woyk meets Oy exceeds code requirements. Any demolition. testing. Oy financial buYden shall be boYne directly by the permit holder. Failuye to substantiate code requirements will inc:lemnify the City against any and all l'e9I)onsibility OY liability connected with the construction. I hereby ceyti fy that I have yead and examined this permit and know the same to be true and conect. All provisions of laws and oYdinances govel'ning this type of work will be complied with whethel' sPecified herein oy not. The gyanting of a permit does not presume to give authoyity to violate oy cancel the provisions of any othey state oy local law l'egulating construction oy the peyformance of construction. Signature: Date: I certify that I am ex~t fyom the l'equil'ements of the state contl'actoy's registration law, uncley Section 3, Chapter 126. laws of 1967. Signature: ~~~~*~~**~~~~*~~~~*~*~**~** Permit Center--Approved By: Date: Date: ~- .. ~~Krazan ~\cQ {I-5'~dl & ASSOCIATES, INC. W1- GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 26, 2001 KA Project No.: 106-01051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 RE: Waste Transfer StationlPt. Of Bremer ton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: October 8 October 10 October 15 October 16 Field Report No. 5020 Field Report No. 4879 Field Report No. 4649 Field Report No. 4876 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. RCS~ Penn Seely, Laborato1 Manager Peninsula Division PS:dc Enclosures CC: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 ~Krazatl & Associates, Inc. FIELD REPORT NO: 5020 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS ! Ov+- ;52.cro i PROJ ECT #: I 0 ~ .,- (~/ I) S-/ PROJECT: UJA.s/Z TIZ,1.NS~-&,R 5779-7/dAI CLIENT: ~r ~IV zJ(~ONAtIEkm-L.-- KRAZAN PROJECT MANAGER: ,J' J4U?' DATE: CONTRACTOR: ,S1&~L C/l/)-~r- JURISDICTION: 2fT'/" ]j ct;je.,.E)j/JIz!:-;e.72/\/ PERMIT #: - () -7,-] ,+- t9 ( - OJ7? INSPECTOR: I? $"'cfL Y WEATHER: ;>'/25/ t!/'-L~u:Jyl TEMP: 50 ~O ON s li;e;- /2J ;:::&/2. '('II-E fJ[7Z) 1!t(fpU'T;Cj) I/ZI.}NS~ttl!. ~T/9IA.//Ntfi' ?i.I'19-// R/C//I//9;'YZL/':f14.A:.IVr hI( Wlt-L-L .fjC-CT/dN ri. S- h:J rlJ,::,- //LltJr'<... ;;0 C/:6.s~;(/C; ~r- h/~u$< REI' N HJJz{.-bp)1 Ii' /<IT i/r;:.iL (; + 2) c.J-v1- S - y" ;0/ LA-< T/'l--/?.s At:/? l,c t!) ~ s - y '" 1v ~~ Q;:' /(tij,A(H/.!r~/J-1~Vr tCCJ/e /8~rA--//I///L/t5 t{//1L-L~ IS iN rUK-k.. 4- '/ '7/h 5 'T?u I d '" 50rl/l./''::: e2)14l~t',!-16v ~ /9-i~ ;:'1A/J/Z. ~ ./d';;:4-.<J/L- yo' .. , / N:J'V?9-l~ t.-;.;; eJ A 5' /l1/i~ H/cA4 5' ~AL /? ~/)l/ ~ S/i; T; ~y/~$- ~ /31;: 1./;[121 r/h D r:'a-//)/2 n (,17(/{'/U-TL /C/TC4<-/HK-;;AI'77 1~~6-~: ~ To the best of my knowledge, the abov. WAS AWAS NOT performed in accordance with the app Superintendent/Representative: Technician: ((; , and regulatory requirements. 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98 2 20714 State Hwy 305 NE Suite 3C Poulsbo, 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~KrazaIl & Associates, Inc. FI ELD REPORT NO: 4879 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: j f) Oc-+- floG ( PROJECT #: t ~ & - 0/ 0.'5' I PROJECT: WfrS /'ft., ~A-N$ Ffi:.,te ('I"If-/!O).-! .... (;, CLIENT: c: f t;,AJ U{~ONf1/l~/VTJ'rL KRAZAN PROJECT MANAGER: ~TlIt1 B CONTRACTOR: ,5 ri::E t.... C.~J1F/ JURISDICTION: C. i ry t9~ 6~/E-?M/.z/(Ti:J/V PERMIT #: INSPECTOR: WEATHER: g~AlN S;C-/5"LY RA-JAj TEMP: r8 ()I'I sIr€. ref?. SpeC/ltL i AI):p~c...1t aN t!)r- CON c;'(ErL ;t:7hG-EpJlI/ZH'r t'J ~ R.. E:TAiN J IV (p "oAtA-".s '::'<::-11 oN t)/tf (,1 /II ~ c:., 6,1..1 b 5 ~_ 5- k /(;')rO-, R;;"/IVP"OI<.G-it,t1A~"1 r ;-J;49 8E'ItAl I ~sj?u.r:&1 }l12-€t//~ur ~ y~ ~~/?J~ 7D ;:tJR..l4r1 t!..U SlAte€/ '!rtL srlE/;..t- CoNI=iJ/L 14A Go '7OSlR~c-i-t...c,<p;.c;- .iJtif{b s;: 1 ffJ?~.Y ,/5- V4/\J)S 0;"= 111/ X fVl9o(,04 I, pHS ~t/J-CJ~.6 /"A//Cl 4/rrU:..J ~ t-:-CJ~/A/l 1 M &1 t=-T{, /.u'-l rlf ~)tc/f L/"cr 4JA/..>d ( .I t}~nc; {:;1 IS' Y I /)1 , LWI'f-G-/+t4/o1 I LAL i/ 1& a./f- '7/ (/ IV, - ((~FtI2ENCG. . Ct:JNC/2~r~ 1'2~f'i'k'T ,5~/ hI'? 7/ksr .)4-rrJ- /O:tJ() - I:p{) (b 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield. CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose. CA 95112 123 Commerce Circle Sacramento. CA 95815 ions. and regulatory requirements. To the best of my knowledge. the above~ WAS NOT performed in accordance with th Superintendent/Representative: V Technicia : (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 - 1501-15th Sf. NW Suite 106 Auburn,!i\.i 98002 20714 State Hwy 305 NE Suite 3C Paul bo, WA 98370 19501 144th Ave. NE #F-300 Woodinvlle, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 €~KrazaIl & Associates, Inc. C /2... J :t- J~ FI ELD REPORT NO: 46 4 9 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: f:;;- 0 er- PROJECT #: /06 or 0 J I , PROJECT: t:<J.?\) (~ 7Y2A;tJ.SF~ S7Yf-17aJ C~ ;f36lP ItA. tVVro"/ (AJA- KRAZAN PROJECT MANAGER: J~ CONTRACTOR: b"Te-eL ~ JURISDICTION: K ((5AfJ COf../rV 7lJ PERMIT#: ~9).}'.i - 0,33';: INSPECTOR: , 07f.....<!P) WEATHER: 0 Gr - TEMP: $- ( Ot0 ~ l'\-c 167 /1-e~tOS' ~6 (~ .5 '( ,4....v\t) S A,IU.. Pi ~ I? ~ iN Foil.Le6 (? t::':..V (,.il~ ~ ( ~AMfJuao Cc;N~u.:re &0It-LL p~ 6h-t {' C> N ..("OL-i D A-llc ,..j w A-& A C-tf-( t'U~ \/1 A- fJ(.(,\J., p/ ;COd.M... ~ e c.. c..u / P /\.e, v lClU-$ 1/ ( ~ /l.A--'r10N. FCfU.-/'L 4"~?" CYt..'N'OVL 5'A/\..t.P(.~5 / w<wu r>4t1:.. e....f .) CJ2- 3f/~ I? l2I="'.:;,A.;.,S . Fe IL~ r rtl.-t.a:-t,< fI+('l...IUve.o w / ~our /h IZ- ~N 'fYl...11..u.M. (tV". <; fJ p 6. Pr c,#1 o~ _ ~ i /17 ~ a AJ II (J h4 ~ P G ~ -I A-d2- erv 'fYVrrN.M e>rVr' I S Po e~ i.-Itaf) ( ~ ... (0 IV CI\..L"("'"f2. e 'f-. P~se.o 70 i\ 6"'mf\,Jl)ING- WA1:e..-t.. ST-eeL..CJ>A:.Pr For"l.2MAAJ ANl)y,/ ~ €T~NV:/2.0"'.M.(ON'Nk- J \ Nt Ptv.S(J. 7 Aa-n+ .4-6-It .e~ 71+rH'"""' Awz... <!"'..vm.A-r^,..M<l',..ir- W A:S AlO 'l- A E'~cll.A.i) ("" n..u.. (j.jA1..'-. P (,.lk.~f\A.9?-, T on-LC"'lN A-L. 8r s)de(. C/1.A-P'r .. G-r...J ~ T os n'd,ve.b rd <], CJtJII r1'-r'j - II l''{ ~ 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield. CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 'f" d I . 0- approved plans, specr rcatlons, an regu atory reqUirements. To the best of my knowledge, the abo S uperj ntendentfRepresentative: (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F..300 Woodin vi/Ie, WA 98072 11913 NE 103rd Ave. Vancouver. WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254..3200 ~~KrazaI1 & Associates I Inc. FIELD REPORT NO: 4876 . GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: /&//6/0 I PROJECT #: tf6 - tJ/tJ.s I PROJECT: W, ~ 7tf~/!'"IE~ 5r';#7a; CLIENT: IE" r ,e,vo/IRtJI'IHfenmL- KRAZAN PROJECT MANAGER: ..J ilk 8 CONTRACTOR: 5Wt..{kJ4FT JURISDICTION: Clfz.t eJt:: .8RE~iE~Tl>N PERMIT #: INSPECTOR: J, r;()~j)~/oJ / -'. S"~UC>, " ..I C"7\ ~ WEATHER: Ii /'rIN TEMP: ..J (../.J AS' R~4'ul!~reJ) -rtJ ,P€/fF~tr1fA ')p/Ccld :rN$"f1~c7ICN bAl !?ETI4(/V/^4 WI'IL(... tlrl?'DJ..iN~ e 8E--rWeE"N - q- (r I'/-f RfP€R.Ft.rL CR:J!:. 37S-4-- Fof?. Tli~ DA-T# <0 To the best of my knowledge, the a~~.v WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: T hnic:.ian: . ., 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 TO: "" ~ '* * '* 123 MAILED FROM ZiP.......;:...\:; 9' 3 3 "{ 0 ~ Krazan. & ASSOCIATES, INC. SITE DEVELOPMENT ENGINEERS 20714 State Hwy 305 NE, Suite 3C Poulsbo, WA 98370 fij) ~ @ ~ IT W [g fill IrlI NO V 05 2lI81/YJ BREMERTON BUILDING DEPARTMENT CITY OF BREMERTON MR CLYDE STRICKLAND __ -"9 €/ J ,. 239 4TH STREET BREMERTON W A 98337 .0 FILE .~~I<razan INC. GEOTECHNICAL ENGINEERING. ENV ONMENT AL ENGINEERING CONSTRUCTION TEST G & INSPECTION December 6, 2001 KA Project NO.:...w~-ffiP~ _ . .O{ Is ~ ~ D WI ~ ,.~ 1Il1. DEe 17 2001 J BREMERTON BUiLDING DEPARTMENT RE: Waste Transfer StationlPt. Of Bremerton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: October 24 October 26 November 1 November 2 November 26 November 27 November 29 November 30 Concrete Report No. 3812 Concrete Report No. 3813 Concrete Report No. 3824 Concrete Report No.3 816 Field Report No. 5211 - Density Report No. 2930 Field Report No. 5255 - Density Report No. 2932 Field Report No. 5256 - Density Report No. 2933 Field Report No. 5257 - Density Report No. 29.55 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ~J r' ~ ){lG Penn Seely, Lab~r~ory )Janager Peninsula Division PS:dc Enclosures CC: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 I'\razan & ASSOCiates, mc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Cyl. Code Pour Date Report No. Weather O.C. P2637 10-24-2001 3812 Jurisdiction KITSAP COUNTY Permit No. Project WASTE TRANSFER STATION Location BREMERTON, WA Client Engineer Architect Contractor ET ENVIRO./STEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time 11 :45 Truck # 383 Ticket # 48033 Site Mix Plant No. 4 Reported Batch Data CementType I & II Design Actual X Grout Flex Beams Ungrouted Other Mix No. 4060.1 564 % Air Slump 4.5 Cone. Air Temp. Temp. (F) (F) 56 48 Cem. Ibs. Unit Wt. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 1972 Sand Ibs. 1378 19.5 GAL. 44.0 OZ. Water i Placement Area i Footings Walls X I SlablDeck Slab Grids C.5-D.5, 14.5-16.5. SAMPLED @ 0,15. 10 Admixture A340 Columns Grade Beams Other Pilings Other Air Ent. (ozlcwt.) Water Added on Job (gals.) Remarks PLACED BY PUMP, CONC. VIBRATED, RESTEEL PREVIOUSLY INSP., SAMPLED 27 OF 54CY. W/C=O .44 I Inspector Items Inspected X Conforming Non-Conforming D. RICHARDS Date Reviewed 1. Cone X 2. Cone & Spill I 3. Cone & Shear l. 4. Shear / 5. Columnar (Spill) Laboratory Data Test Dia Date Age Dim. 10/31/2001 7 4X8 11/21/2001 28 4X8 11/21/2001 28 4X8 H 4X8 Cyl. Code P2637 -1 P2637.2 P2637 -3 P2637 -4 P2637.5 P2637 -6 P2637-7 P2637-8 Remarks FR #5103 Results Reviewed By \t., Codes for Break Types: Reviewed By ~) Design Strength 4000 Date Specimens Rec'd. 10-29-01 Length Max. Compo Tested Break Area Load Str. (psi) Set # By Type Test Method 12.55 53080 4,230 JLM 1 ASTM C39 X 12.48 77700 6,230 JLM 1 C-1231 X 12.51 78070 6,240 JLM 1 Other 12.44 76700 6,170 JLM 1 Compressive X Flexural Test Results X Conforming Non-Conforming I'\razan 6 ASSOCiateS, mc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 10-26-2001 Report No. 3813 Project No.1 06-01 051 CyJ. Code P2640 Pour Date Weather' O.C. Jurisdiction KITSAP COUNTY Permit No. Project WASTE TRANSFER STATION Location BREMERTON, WA Client Engineer Architect Contractor ET ENVIRO.lSTEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time 2:15 Truck # 68 Ticket # 48138 Site Mix Plant No. 4 Reported Batch Data Cement Type I & II Design Actual X Grout Flex Beams Ungrouted other Mix No. 4060.1 564 % Air Slump 4.0 Cone. Air Temp. Temp. (F) (F) 56 53 Cern. Ibs. Unit Wt. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1967 1378. 21.0 GAL. 40.0 OZ. 44.0 OZ. Water Placement Area Footings Walls X Slab/Deck Slab Grids C, 3.5-5.5 Admixture A323 A340 Columns Pilings Grade Beams Other Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 10 Remarks PLACED BY PUMP, CONC. VIBRATED, RESTEEL PREVIOUSLY INSPECTED, SAMPLED 36 OF 63 CY. W/C=0.44 Items Inspected X Conforming Inspector D. RICHARDS Laboratory Data Test Dia Date Age Dim. 11/2/2001 7 4X8 11/23/2001 28 4X8 11/23/2001 28 4X8 H 4X8 Cyl. Code P2640-1 P2640-2 P2640-3 P2640-4 P2640-5 P2640-6 P2640-7 P2640-8 Remarks FR #5106 Results Reviewed By \(J Codes for Break Types: 1. Cone X Reviewed By ~ Design Strength 4000 Non-Conforming Date Specimens Rec'd. 10-29-01 Length Max. Compo Tested Break Test Method Area Load Str. (psi) Set# By Type 12.56 57030 4,540 JLM 1 ASTM C39 X 12.60 68970 5,470 JLM 1 C-1231 X 12.57 67270 5,350 JLM 1 Other 12.57 69090 5,500 JLM 1 Compressive X Flexural . Test Results '" Conforming Non.Conforming Date Reviewed 2. Cone & Split ! 3. Cone & Shear ~ 4. Shear / 5. Columnar (Split) ~ Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-01051 Cyl. Code Report No. W~ather O.C. Project WASTE TRANSFER Location BREMERTON Client P2660 Pour Date 11-1-2001 3824 Jurisdiction KITSAP COUNTY Permit No. Engineer Architect Contractor ET ENVIRO.lSTEELCRAFT Field Data Supplier FRED HILL Concrete X Mortar Prisms Grouted Time Truck # Ticket # 11 :45 69 48271 Site Mix Plant No. 4 Grout Flex Beams Reported Batch Data Cement Type I & II Design Actual Ungrouted Other Mix No. 4060.1 563 % Air Slump 4.5 Conc. Air Temp. Temp. Unit (F) (F) Wt. 58 50 Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1967 1382 18.0 GAL. 44.0 OZ. 40.0 OZ. Water Placement Area Footings Walls X SlablDeck Slab Grids LINE C, SOUTH OF LINE 1. Pilings Columns Grade Beams Other Admixture A340 A323 Other Air Ent. (ozlcwt.) Water Added on Job (gals.) 10 Remarks PLACE BY PUMP, CONC. VIBRATED, SAMPLED 18 OF 36 CY, RESTEEL PREVIOUSLY INSP. W/C=0.44 Items Inspected X Conforming Inspector D. RICHARDS Date Reviewed ,. Cone X 2. Cone & Split X 3. Cone & Shear ~ 4. Shear / 5. Columnar (Split) Laboratory Data Cyl. Test Dia Code Date P2660-1 11/8/2001 P2660-2 11/29/2001 P2660-3 11/29/2001 P2660-4 P2660-5 P2660-6 P2660-7 P2660-8 i Remarks FR #5110 Results Reviewed By rv:t Age Dim. 7 4X8 28 4X8 28 4X8 H 4X8 Codes for Break Types: Reviewed By <!4 Design Strength 4000 Length Max. Compo Load Str. (psi) 55700 4,420 71130 5,630 72000 5,710 70510 5,600 Area 12.60 12.64 12.60 12.60 Non-Conforming Date Specimens Rec'd. 11-5-01 Tested Break Test Method Set # By Type JLM 1 ASTM C39 X JLM 1 C-1231 X JLM 1 Other JLM 1 Compressive X Flexural Test Results . X Conforming Non-Conforming Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126 Project No. 1 06-01 051 Cyl. Code P2670 Pour Date Report No. W~ather O.C. Jurisdiction KITSAP COUNTY Project WASTE TRANSFER STATION Location BREMERTON, WA Engineer Architect 11-2-2001 3816 Permit No. Client Contractor ET ENVIRONMENTAL Field Data Supplier FRED HILL Site Mix Plant No. 4 Concrete X Grout Flex Beams Mortar Prisms Grouted Ungrouted Other Time 11 :15 Truck # Ticket # 58 48313 Slump 5.0 Cone. Air Temp. Temp. (F) (F) 58 52 Unit Wt. %Air Placement Area Footings X SlablDeck Columns Grade Beams Walls Slab Pilings Other Grids LINE E, 1-4 Remarks PLACED BY CHUTE, CONC. VIBRATED, RESTEEL PER SHT P-1, SAMPLED 3 OF 3CY. W/C=0.34 Inspector D. RICHARDS Reviewed By <t:{ Laboratory Data Design Strength 4000 Cyl. Test Dia Length Max. Compo Code Date Age Dim. Area Load Str. (psi) P2670-1 11/9/2001 7 4X8 12.55 49750 3,960 P2670-2 11/30/2001 28 4X8 12.61 68190 5,410 P2670-3 11/30(2001 28 4X8 12.58 65230 5,190 P2670-4 H 4X8 12.58 66110 5,260 Reported Batch Data Cement Type I & II Design Actual X Mix No. 5070P6 Cern. Ibs. 658 F. Ash Ibs. C. agg. Ibs. 1582 c. agg. Ibs. 2 C. agg. tbs. 3 Sand Ibs. 1571 Water 16.0 GAL. Admixture A345 117.0 OZ. Other Air Ent. (ozlcwt.) A350 3.0 OZ. Water Added on 0 Job (gals.) Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 11-6-01 Date Reviewed ,. Cone X 2. Cone & Split I 3. Cone & Shear ~ 4. Shear / 5. Columnar (Spilt) P2670-5 P2670-6 P2670-7 P2670-8 Remarks FR #4907 Results Reviewed By "<.1 Codes for Break Types: Tested Break Test Method Set # By Type JOG 1 ASTM C39 X JLM 1 C-1231 X JLM 1 Other JLM 1 Compressive X Flexural Test Results X Conforming Non-Conforming ~~Krazatl & Associates, Inc. FIELD REPORT NO: 5211 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ \- ~tc-a \ PROJECT #: '\ 0 l: - ("" 105' i PROJECT: ~~<::....\~'\RA.......~"Sr-ER CLIENT: 2\ E~\h~om"2.~~L. KRAZAN PROJECT MANAGER: ~\?:. CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: 2-'\ t.'~\j\\~O; \Z i."=\ "SA:. \:> en u "-S'\"1 o ~ \=<.. \.c~.A.. K t:><.. c.c. TEMP: t..J ~.,. C') \~ "So \:, ~ A <:..... n ,5=-0\ \ 5-' S\ oF ,\"') \" (~ .\'""("\. C'" t--.J \ 'Tn ~ p., \ \ \ LX"') \ 1\ll:~ A~"" ~AC'Kt=\LD~(- G,~~\t0'\':> \'<.>=''1'''''''''"'\C:'t,.:i~, ~\Au..... A..L O'Nr:- t-.JO~"""G\ 'S \ \:") 7 (~F ~~ ("\ ~ ~ ,c'T A R> A., C..., ~ C"J ~ C=~"R.. \ \--.., \'V\ l~~ :> ~ i ~ 'L \.)..j A.. " ?LAt~b ~~R A"V'VRC".-J l=""';"':) ~LAo..'. . '\6AC-\~'f-\'LL\~:~ wA.~ ~'?RFCR\'<1.?=,'0 \,,"-" CN.~ Fex-~~ L\~-'L"" ?':>'\<~C"RW\~;'L"\ \~- ~LA..C:S: ~ t) S ~~~\"''-{ '""'\ <;:'S"(<;." ""'0 a ~\ ~j,::?" \V\~N~" C'~C3\Y\PA c-'\ \~~ (..,~ ~A.~\<...~\u.....> ~'-L'\~;~\.~ ~-;..:R~. A~\J~ <iS~. r\'!hl?A~'T- \C!~. ~~-;~\::) \'0 ~~\............~'~\L't:><;Q ,~~""'\". A.. '---A~,~ ~ \<...(""'-L.E~ ~\u_ ~>- ~s:.~_D<;.D- A~ ~A.Ct~'FlU- ~~~.A. \'5. ~?~("C')i"<\'IN"\.\~(~ LA~CcR j.~.....,,~ t""'''\.C'':~~ ,OP~I\.,\, A.. L<::"'C', 'f'-r\C"- ~ ,'"'C e ~ ~.~ R A C' t<,:F \ '..J...... \ ~(~ \?::. S; t\ \ lJ\j 0 CA.""", \~ ~LK,C" ~ Cr'i}.'I(:"f<~f-~ '~A.LL AL.ni-..."'C. G::~~"~ L \~ ~ C) \ ~ --, S-, \\;:~?'OR.\"<"\ ~~ :J \ ~...: pL.Ac..~ t')f-:&...1:'S.l\~ '\ :>- "'tt" " ~ ~~ \ "" ~~}: A. r ~",..~ 'e\. \: ~ S\: --... ',-~~ \< t. A 6cn.: F g 5 '?'c e 0\iv;?A<::\. \O~ ~ ~~~ ~~.~~~'i <\5--~ ~~s:~~ '# ~c;'~a ~o\<. ~~CY~\\:"'~I'\.L \\I...'~(]~\'f'\A,\C"\\~, ._ e,c> ARR\\l~ ~- ~~ L :2 ~~ EAV~, ~. - ~! -~ \' To the best of my knowledge, the abo€~~AS NOT performed in accordance With~roved plans, specifications, and regulatory requirements. Superintendent/Representative: Te~" '\.~) ~\ l ~,t\,~,_ - 1501~15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519(360) 254-3200 ~~Kra7<lI1 o TUBE METHOD (ASTM 02937) arNUCLEAR TEST (ASTM 02922) Description: . - Map Location: o Attached o .Plans, Sheet # Plans Location: o Plan Table, Slot o Truck o on Backside H ~:I " j - j 1 I , I I I f i I I I It I I I I I j I I I , I I j I I I Project~l\.:6\?::\RA.~SF f-R, Tech~J. \~'l(:--~~~t)~ _ 2930 Proj. No. GIO<S L Dal~ \\ -..) l.o- 0 { o Trenches: Sewer f Water / Storm Drain / Utility / Irr. I Unifit'd Soils Classification t":> /Pc:r.)~l..;.""-t (.:'>r~"",,~,~ ~A.,,)l\,,\ wI""': Il...~ I - _ Curve I Lengtll I r (inches) 1 r I +-1 I L I _ r I 1 I ", f I ,- - I I I / - I 1 - I -/ . j - 1 - I , - I J I , I I Soil WI. (gram) ~O~Ojst Wet I "Dry t I I f , 1 I I I f I I i - , + i I I I / t I j I- I , ~ j I I 1 I o Pad(s) 0 Paved Areas: SubfAgg - - fEJOther l6 f\~\{ f- \ \....L - Curve Test Method: } ~ S' -I. i-.. " .::> - l.-o' DailYAvg Std , . Count Densities .~ 0 1-\9 Daily Avg Std __ Count Moisture G,., i.j b Gauge# 5ioL Required: I ~ I. rMode & I "" 0"", EI"'U"". "::"" (comm~ I Ikpll'_ t Bt> 1i3E.iA-\t.Jl:)~e1S'lOI..)~ wAu.../ <::.7 It I t . r~ '~~L.\P\l~"~k).~~t':>OFf->~Q'~> A~~}( ('"') ~ "1 I I I. H I I " 'I - - , 1'1 l'fJJ "+ " _" " t; I t I , 1 t II t. L , l /1 li I -" 1'1' A 1'ov.,.,J".., "'". ~ L h.) tC ' I (., i " 16'" '1 . - I f i I . - t' - J I I I I , I I t I I ~ I. I - _I I I I I - , I 1 I l- l- - j - j - ~ , . L . I , ' f - I J.. =+ & Associates, Inc. FIELD REPORT NO: 5255 ~Krazan GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: \ \ -d..,l- 0 \ PROJECT #: \ 0 lq - c.~ \, CC'r-S \ PROJECT: "~~S,'E,~Q.. ~~~~~~ CLIENT: E.-, E E\lu (~o'\lnFJ.jlA.L- KRAZAN PROJECT MANAGER: ~ G CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: 8\: E~\J\~o.. \,z" ~p..,~ C:..Cv i0""\l( f"") ! "R \.c t,V~ '<.C> ~ ..... TEMP L I "', <:t ,-'" '10 <:. " : ::::1 -D CJ~ ~,'""'\~ A~ R~~~c~'S\~~ ~a ~t..'1\'~c.Q ~\..:) \. \....\:")\ ~C;... A.~t::'> BA.~'~~ \ \....'-..\. ~(:.." \~.s:~ t ~ D \<.. ~:-(<- ~C'D):_ \.~ A.L'- J~ Lc',~('-. ~O~~ ~\t::>E, C\= ~(-;;-;;S ~a AR>:-..A~ C;"EC'; --G=-~R'\\) ,-~A:~ '\)l A.C~b f'~~R A~(~\)~D D\:<A~\\'\:J(':'-~, \~Ac...\.<.:~ \,LL\ ",-'.(., ~~\D C..('~l\"'l~A-("\\l....,{,:" '-"-2A<"" P~Ji~~CR~'(),s:D \ ~ A?~RC'-/x. \~' L\ F-TS Co 'i\\ f.\." ~ Q\ l4. '- L\. ~ D ~(- R ~A.C Rl= \. '-i...- w A ~ r R F >=: ' r::JR~\~\~b 5A~~., 9'ER~R~'-~~ ::2. n~- ?t..AC:F D ~ V\,) :~i."(--( "\,> :S\~ \c) '~c=:\E. ~m 1l\J E CC'! N'\ ?Ac\\. (')\... '] 0~ B~r-\'-~\L-'-- B(j-(~"\;:~-c-s. ?A'S'Sr_~ ~'t'"-'li-\ . q .- o. c e \ c::::::. . ,- <:... a\Jf~ ':::> /0 (Yr"\') AC:\ 01\J.... ~:::::'E~ DEl0~\\l '\.c.~ ~'&F\~ ;dCf '~l FoR A~Ot\LC\i\jAl.l rvFoRm iC:, LC'nJ~ \~f\LL- ~\j-\L~R.. I.~ vLAc..\~(..., ~C1C"\~ '~\~~~\L.'f 8~l-\\ ~ ~ l.10A.U...... roR. A .~\ ~'\~ o~ aN~' / rccT"\.. aC A.R~WE- 9~ ~<;. L ~/~ij'? .- a.......- <fl . .-. -.::;:--.., To the best of my knowledge, the ab€,!!~AS NOT performed in accordance with t~oved plans, specifications, and regulatory requirements. Superintendent/Representative: Te~ .-Y \ r "\::>~~~~ 215 West Dakota Avenue Clovis. CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th Sf. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo. WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 .....-.:" c.: P , t'" """ l"'\.. c:..~ ..s; \. R~~~;"~ ~ {Olee V-' rc:C:> -- Dat~ L. "~l<.raZaO- ~~ ~~ ~ j!II o TUBE METI\OD (i'SuA DZ937) ~UCLE!>R TEST (ASTM D2912) o l'ad(s) 0 l'aved !>teaS: SUblp.gg ~Othe{ "O~~~ ~U{ve Test M.ethod: o 'ftencbeS: SeVlet I 'l/J1et I S\otU\ Drain I U\i\itj I \tt. Tech' \2 ~ \--<. "C Map Loeatiotr. o Attached OP\ans, Sheet # plans LOCation'. a plan Tab\e, Slot a 'truc\<. ~ a on 13ae\<Side 1 .-" " I ':::> - ~ loLf15 Gauge# 5,0 Wet Dr)' Moist Percent Required Required', Moist compaction Mode & Soil Wt. Length Moist Densit)' DensitY % Wet Dr)' Location (comments) De\lth (gram) (inches) q~I'2i c,6 'rest curve E\evation \ \'-\ .<\ \ G3.~ \ ()~1. 5~ w~-"( i~;''''''<> "'""~~~ ,~~'-': 'iSP - 6'~ \ ,Ol~ <:'1 fit J It n ...~,~~~";;,~ ~ \ \'~ .~ \ .' \ I It It ,I l! ,,'- a on 13ae\<Side ~ Ditty Avg Std , ---r," ~,20::::>- Dai\~ Avg Std Count M.oisture ;:.......--;; Gauge# Q uuif1ed Soils c\assif1catiOU ~\~ opt M.oisture .~ curve cri\'ltion: loLf15 ~ ~~Krazarl & Associates, Inc. FIELD REPORT NO: 5256 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~ S\'\:i.J \ ~c . K\"SA~ Cou \\..j'lt DATE: \ \-2~-O \ PROJECT#: \ Olc- C3'\.C S\ PROJECT: \..~ ~\~.\~~~~~~~ CLIENT: e-r EN \J \ R..o t'vlcl\.S"'tA.L KRAZAN PROJECT MANAGER: ~~ D.. K\.c...~tAR.D"> C, ~ c... - TEMP: 4~ a~ ~\""t"~ AS RE.~L\.~.s-r~_~ .To ~"'1"'\e~C'\oR. ~~tLt){\.\)(;, AI).:)~ \3Ac...~t= \LLl~h \3fk-\\~D \'<. ?-,'1' S\Ol\JL wALL- ALG~:' ~O\K~ ~''-~~ of ?~~~ 'S:.\.'""t5"-. c;'~CJ'- r:"tH 1:"\ ~iA<;' P1_J<\c:.~_D ?~R A.~?RQ\.J~D 9L.Ji.\~s.." dA~t<'i=\~ '\ ~ ~~l'~0 C:.G"""P AC!\~C:> .{ ~ A'?'\?R(")X. \ L LL FTS... P~_('<S::oRm~\"J '2. t '" ~ 0L-A.c~/ DF- ~c;. \.\~ -n:.5"""'CS \Ci r::> ?::\~R\....,.d1\J ~ 4 cnMPy>ce:l ~ lOf~ ~F \:?~~\.<'~tLL.. ~~~~ """(?:.~'S f"A'S'S.c.>'~ ~\"-("~ a\.J~~ CJ S Qk~, ("Qi:'v.... 'f'~ (':\'-0 I.U" ~~.~ .t::>~.~S \l'T \ZS\ sW~'-:\ '"ti:- .:) 9 ~ '"3 roR \~.\)~E~ \~'Fo~\"<\'A,",.\.al)..,\.. A.LSc'>J rNS'?E~\?-_D c:...D~c'_Rt:\~ f'LA.e..~ D BJR ~v...A&"';S!:-t> 'I::::" ( · S ~-cx--]"r\.~c~ A'-O'~(;'" (:"Q\.~ L\.~~ \ . ~ ~..",p 'T&$"'C' ,~.&~;.::;<..:...\ ~;). t< r.. tl 1,'1 eN , _ ,-'-.)A~ -:':l '''2- . ,-A~ '-\, -r :x. D C'YL.\~..H~f,~S '\-oR. ~oMP'Rf.3.- 1 S\\JE: 'S\;\<,~.~~ ~\JAL~~\:\aW; 00 Al-=<lb v f.'- cr-- L~A.U~- ;;t.~ <\7 To the best of my knowledge. the ab~S NOT performed in accordance with th~ed plans, specifications, and regulatory requirements. Superintendent/Representative: Tec~, ~~ "'> ~ ~. ~ ~~~ 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield. CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 o TUBE tAETll00 (ASTM 02931) ~CJ..BhR TEST (ASTtA 02922) o j>ad(s) 0 j>a'/Od Area" SublMg fu<)thef G ~C-\2,,~ ~urve 'Test MethOd'. ~ o on "Backside 1 I > \ Gauge# . . W D<Y "','" -"" _i,oo """"red' ..., · soil Wt Len"tu M.oist M.Oist D e~ Densit" % compaction ",..... ~ '. . "., "" ",," ' < . _Mn (C""'''''") "'''''' ,,",m) (""^"',) - a J. I q ~- 1>" "'~, o,,",,uon _ \ 1\0:1 \ c 4 ,< \ \. , """ l,' u . l> <"" >>..-. .,....'is <"",.... uoA~~ "" " ~...., " \ \) ii'+ Lt.,-(. '@" _ ru" ~~<'--c-,~. Ai' n. II L, :'\ \ 0'\ ,3 n. \ .., Ii>, "., 11 II d> 0 ,. " .. l- I ,r -------- -- --- ------- ~l<.raZaO- .-ii!r~ ~ iCfilltion: ::.:-:-- Map Location', o 1\ttached Or\anS, Sheet # r\anS Location: o r\an 'fable, Slot o 1'ruc\<. o on "Backside rlVJ' - \ \-?q-.Ql- Dat~ project 'Tech' Q.\Z\..1 o 1'reUcbe" SeW"r f w."" I Storm or.;u fUtilitY 11". uni.fted Soi.\s c\assi.~ ______ ..,y/ s~ ~"( ~o Dai.\)' hvg Std ~ DaM hvg Std count Moi.sture :::..-----li Gauge# ~~Krazarl & Associates, Inc. FIELD REPORT NO: 5257 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS DATE: \ \ - ~~ - a \ PROJECT#: 'Ole - 01 0-5 L PROJECT: \....~ ~~,~'\Q.A~s.r'i R CLIENT: €., E..N \j I Rc~ tY\EI\J-'TAL KRAZAN PROJECT MANAGER: -S \~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: E-r ~~Vli~O'. K \ -'\ ""S..A \? c....\'.:> 0 (\..3'-'1' D~ K\.CrV~Rt>S O. C ~ I RIl..I-"::' TEMP: '-i ~n CJ~ ~I..\Z: A~ R.FQtA.E"":)\~u ~c--. ma~i"ToR B\)1LC)\lI.Jr'... A ~ \:) \?::'l~~ \..:' ~ \ LL \~.; \~~ ~ \. ~ n \<.. ~ "( <::;.''"((~.NE'. t\,JA:LL A, ~C'\ ~"'~ F~t'-:. c,\=' '~~>-.c:'"\ A-RFA _ G;=:O-(':""Q,~ \ '"' \-::'~l\\.'('"~ FLAC",ct""':> 'Pr'R AP."Rc-~J~\,:) ~P..\.'\."j\pJ(;:S_ '~A.l"'K~\1 L \tOC:, '"'" '\~~,l~G PL.A<:.~\"') A~D C~j'v"Y'lPA(,"T;=r~ \N APpRO'lL \ t Ltf=""1'''S, ?Et~- F(YR\I~~\~ ), \ ~" PLAte u~~';'\.\'i' 'TFSTS "TO L:::>E"X.ERmu.)~, ~c'HY\\>A~'"\\cl\.J (~F' i~AC-\~~\LL ~ ~D-n~~?:.$\S ~~RE A\?nv..c. q~ 0/;, e,(~'N-\?~CTlC\\), ~~2' t-"~~~l"\'iTF.~T ~~s;,~"T :tt=:~9-55 ~QQ P\\~t'Y(\"\C.\.."AL. l "'...Fr)~ ~"',vA-C\0~ .' ARR\V~ - L. ~ I4llf c::<> ~ ,- ;z.<!2. To the best of my knowledge, the ab~AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Te~~~~. ~ 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott Sf. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave, NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 2955 o TUBE METHOD (ASTM D2937) ~UCLEAR TEST (ASTM D2922) o Pad(s) 0 Paved Areas: Sub/Agg [k(Other,\:,) t~<:;\cl):'- \ L-L Curve Test Method: Project \)-.J ~ ~'i~ ~~~ s,\= ~J'~ ~ ~ ~;:z \. c\.~ ~~ C> "'> TPr'h' Proj. No. 0 \ 06 , n",.. \ \ -'3> Q '-0 l ~~Kra'Z~n o Trenches: Sewer I Water I Storm Drain I Utility I Irr. Description: o on Backside l SSl b Daily Avg Std , .-' Count Densities ,;,( C ~) L , Daily Avg Std Count Moisture Gauge# Max Dry Density o Opt Moisture 5,0 Map Location: o Attached o .Plans, Sheet # Plans Location: o Plan Table, Slot o Truck Curve Unified Soils Classification , \ Curve I I Location (Comments) 1 Mode & SoilWt. 1 Length - \ Moist ' \ MOist', Wet Dry Moist Percent \ Required Test Elevation Depth (gram) (inches) Wet Dry Density Density % Compaction - 'l~/f ~~IL)D 1<~.YsrDJ,Jt,w'~" , 95. ~ I clS- I \D - LI r'r 0), JJ, t" A) h. Q F'piui-;.. ~ A~ ~'( Irl.o,F> \(13/~' f~I0 ~ I t~ II II 1Sfl i(5..~ 103,,0 I:J " cfr I II .( l t1 ~~,o I I I I I I I I I I I I I I I I I I I I . I I . I - I . , .---/ . G"">..:)~ 34 {t {3 Required: ",. ,., ~~II ........azan ~ = ~~ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 22, 2002 KA Project No.: 106-01051 ET Environmental Mr. Jim Frisby 9300 Barney White Rd. Pt. Orchard, W A 98367 " U MAR 2 (3 2002 BREfV1ERTON BUlLD!NG DEPfl,RTMENT RE: Waste Transfer StationlPt. Of Bremer ton Dear Mr. Frisby: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: March 7 March 12 March 14 March 20 Field Report No. 5820 Field Report No. 5821 Field Report No. 5986 Field Report No. 5992 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, l:2-J~ Penn Seely, Laboratory Manager Peninsula Division PS:dc Enclosures CC: City of Bremerton - Mr. Clyde Strickland With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127 . . ,'.^', > . - -" ~,----~-_...__._-~_.,-~-------~. ~KrazaI1 & Associates, Inc. FIELD REPORT NO: 5820 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~-l-G~ PROJECT#: \Olo- D\DS\ PROJECT: ~A~\~ :-\~~~~~~ CLIENT: E,\, 'EI\:) \J \Ro . KRAZAN PROJECT MANAGER: ~ \=';, CONTRACTOR: ~ ~~\.\ lW'3.1 ~\~p'~~p..FT JURISDICTION: \-<..~S.p...,\=, Co'-.HS"T'-f PERMIT #: INSPECTOR: WEATHER: D . "R I.C~p.'R.OS o .C'_. TEMP:~ ~~ ~\\.E. A~ ~'FvuE.s:\eD ~Q) ~~mRtv\ n.2)~c{\-C\O~ at: (",c~("R.p;-fFo ~~D R.R 'SLA~ ~F\~~,\;O,~ ~1.<ll:::> L\'t..'\>:~ S-~ 114-\,3 # ~WJNl'P'- ~ 4 I' I I) 11,... d.. ~<f~ ~~~~~ ,-~A.~ -Lo'''2..,.. LA$\' S?-'XS l \" It ~\=" .. x,o:g, ~~Ltt..)DER'S. FOR.. CDn'\?R...~s.-.S\\~oE. S\\==t~~~ E.\JALL\.~~\a~.. ~<;;l~~aR~\~C,,=, S\~~L..- \)"')A.:S \ ",-,'SF'>l''' ~-,'D A~'D ~ ~D -"-0 -B~_ \>\.-.AC' F~ ~-R... ~,s:~ SS' Q,~ -n.\.~ _ ~A.~ ,~".. A?--~\\)~ - ~ A~ l5l9 ~A V E.-- - (.'IYI To the best of my knowledge, the abo~AS NOT performed in accordan=~:e(approved plans, specifications, and regulatory requirem nts. Superintendent/Representative: Tec ~~ I~ 215 West Dakota Avenue Clovis, CA 93612 (559) 348-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 4231 Foster Ave. Bakersfield, CA 93308 (661) 633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 1025 Lone Palm Ave.#8G Modesto, CA 95351 (209) 572-2200 19501 144th Ave. NE #F-300 Woodinville, WA 98072 545 Parrott St. San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave. Vancouver, WA 98662 123 Commerce Circle Sacramento, CA 95815 (916) 564-2200 (253) 939-2500 (360) 598.2126 (425) 485.5519 (360) 254-3200 ~KrazaIl & Associates, Inc. FIELD REPORT NO: 5821 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~- \~- a:Z PROJECT #: 'Dto- 0 \ QS \ PROJECT: ~ ~~~ \~~e(\&~~\< CLIENT: <::-\ E~\J l ~C) ~ KRAZAN PROJECT MANAGER: (S ~ CONTRACTOR: ~ ~~\Jn~o. jS\~LLC-R1J\PT JURISDICTION: \-<. 'l'\:SA-r- c..C;\.}~,'i PERMIT #: INSPECTOR: WEATHER: 10_ ?tC.:t\ARDS a "c., TEMP: Yot':> o~ ~\\'E- .J<.\~ Q.~-QUF5....\~.D \~ ""?ERE=O~N'\ , ~ s....E='.s: C'.:t \ <J i.\. \ C'"'I 't=' 'R $ '\ \I\.) r C""'lR.C' H._v;., c;:::..\: ~ f= , L P LA. C' s:. ~ f=() R "SLA.~ A. Rr:;. A Go. '&':\ ~ '\.c -E t..~ c.:. ~ \ 't> L-1 ~.E- ~. t.. - E} ~- r~. R;;:~,~ ~R~\\),,') r'..". ~\~-X ~ \"-,~ \"""~~~~.~~ A~t'::> 'i=CYV"'-'>t"-. ,~ ~F ~LAr--1:t:> ?~t;< ~~~E-'T ~ ~ O~ \~~ b\:<~~ \~Ge;.. ,. (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 , :__~. ...., _ -L, ._,~ ___ ._ . _ ___. _ >,_.:.._ ,_ ~KrazaIl & Associates, Inc. FIELD REPORT NO: 598 6 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: ~-\ '-\ - C:t.. PROJECT#: \ 06- 0\ 05"\ PROJECT: ~A:b'~ \~A~S.F=E~ CLIENT: E..\ ~~ ~ \ Ro ~ KRAZAN PROJECT MANAGER: ~B CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: E.:\" E~IJ-\~.. / ~~R~ \-<\.\:~? CouI0'\'l D .. \<..\.c:..~~S O~c...L TEMP:4S'" D~ 'S,.\,,~ AS. c;c,~~UP:~5\~D ~o Pb~~R.~ \~~?z:.~'\:\o...;:) o~ CC\.)C"-~~ -?L~e~C \=O~ '>.\....;~6 ~n-~~S~ C~R...\~ u.~~Js c....-EJ'1;-\3 . ~'-UM~ \"ES"'"( ~~('...,~~ wA.~ 4" _(~:/'. CA$\: L\ ~E'CS of= l.\) 1\11 II ..., X. ~ c.YL.-\~O~R.S fOR. COm?RESS\\l~ ~""'\~~~\\ e.-VAu...l~C'\~.. R~\.~~R.c:.\\\..'l~ ~,~~L\J...)A:s ~R. t.\> - \Cl.\SL.~ \~"S.?EC\~~. ~S:fJ Lc~R~p_ RE~~ b{(o<...JS "'l"~Ru.. :l1oL\~ FeR.. ~(::)D\~\.a~AL- \~roR- l"Y) A\:'\nlU I / 00 ARR\vE.,- 1..::1- A~ L UOO ~A"~ .=:! .pm ~ To the best of my knowledge, the abO\E~AS NOT performed in accordance with the Superintendent/Representative: TeCh~ . 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 HE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~Krazan . . & Associates, Inc. FIELD REPORT NO: 5992 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: .~-~~ - o:l.. PROJECT#: \ C') b- G\CYS \ PROJECT: ~ Po..~~$'. $:<~~:s:,.~,>~ CLIENT: E.'\ E~"$ \ RO . KRAZAN PROJECT MANAGER: ~~ CONTRACTOR: bT f~vtRC.1 S\5EEL~~~FT JURISDICTION: \{ \\S~~ to~~~ PERMIT #: INSPECTOR: WEATHER: D - \=< \.c t-\I-\ ~\':) S C> 1.. c..~ TEMP: Y::l,o o~ ~"cr AS R~~u?~~D \C"\ ~R.R)R",^ .\~ S.?fL~\Cj~, ("'~ \<.$'=,\~~C':lR~ t ~C<7 ~--'q:~~L~\...A-C:~D FoR ~L~e., B~~~9~ Gl;<\D L'~~,S. C-E)L\-~. Rc;\~~M::WK~\~'G-~ ~ES:-L ~A~ \~~?~~\:52l""-o. A\.j~ t=6l:J\!0D \"0 Bf.2 ~LA.C'~~D P~R.. ~,:'t\.~~'\ <s ~ of= """(~F) ~~~\ ~C,.,So # 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-2126 (425) 485-5519 (360) 254-3200 ~~... ~ -~~------- a $raZ<U1 8< ,,,oc,"'" '"c. snE. OE.VE.LOPN\EN' E.NGlNEERS 201'\ 4 State \-\wy 305 NE, suite 3C Poulsbo, \N!\ 93370 r-\ " 1'2 li~ c'-\ ' 'l'<~ 'U" ~ " \ _? ~ l'\t.R 2. 8 lUftl \3RI:MEmON BUilD\NG DE?i1ff'iNitl,n _..~-a...,....'\..()f.I. ()'Z. '* .. ~~ ~ ~ $ ~2.;,1~1l~;;;" ~ B 3 1 U Mr. C$lde str\c\<.\and C\I< Of BRE-ME-RiON 239 4th street Brernerton, W p... 98337 li.I..i.. I.. .11.. ;i\ ;\...i.. .ili..i ,11....11..1 .i.;' .1..\...\1 1:..-,... l, ,..-, -, ,... ... .-.- .~ ... -(h ~... "'._'~ ;J/i.,,~,,~.. ,Jr.':;' .-,; .:.. -. _ -~ .. ;); ,7.1: ~, ";;'.,,;:;i _y ~ . ~ " ~ _.~ .:I\'.~ .:t .,' ., ~ ,.. ''''-,,,-,,,,,,,,,~,-''~~cc~,,,'''',~;-~' ~-""';'-;'] 1 ~,i " ~ ".. .""" ~,.. BREMER TON PERMIT CENTER 286 4th Street, Bremerton, IJA 98337 Phone: (360) 478-5275 FAX: .(360) 478-5278 BUILDING PERMIT Job Addr= 9300 SW BARNEY WHITE RD 'Location: O~YHPIC VIEW TRANSFER STATION Parcel No: 1123012-002-1001 Permit No: 01-0355 Status: ISSUED Applied~ 07/02/2001 Issued: 09/14/2001 Expires: 03/13/2002 Applicartt: RV ASSOCIATES INC 360-876-'737 1333 LLOYD PARKWAY PORT ORCHARD WA 98366 ,,~f " Owner: WASTE MANAGEMENT tNe 415-2751 9300 SW BARNEY WHITE RD PORT ORCHARD WA 98367 Contractor: RV ASSOCIATES INC 360-876-973Lic i: RVASS!lk175BJ Exp: 12-21-2001 1333 LLOYD PARKWAY PORT ORCHARD WA 98366 Subcontr: Oesc: INSTALL SEGMENTAL RETAINING WALLS r I I I I *****************************************************~*******************~******************* Valuation * Permit Fees: 881.75 Total Calculated Fee: 1,459.39 84,000.00 * Plan Check Fees: 573.14 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 1,459.39 ********************************************************************************************* This peymit shall become- null and void if the I::::uilding 01' woyk i!luthorh:ed by this pel'mit is not CClIl1lI1el'lCed within 1$0 da'ys from the date of weh pennit, 01" if t.his building Ot" WOYk aut.ho\"i:z:ed by $t.lch pe\"l'llH is !!iIU$Pended 01' abandoned at any time aHel' the WOyk is COll1ll1el1Ced 1'01' a peYiod of 180 days. NOTICE - It is the responsibility of th6t permit holdet-, not the City of Byernert.on 01" Buildins Official to $Ele to it 'that YElquiYed inepections aye made. Th& permit holdeI' ll'1U$t notify the Building Official when \"eady for inspect. ions. FailuYe of the pE,wmit. holder to ooH fy the Building Of'ficial of \"l&qui red iT'I$PecHoT'l$ may n.~$Ult in t.he etopPli\ge of the work urrlil $Uch time that the peymit. holder can $U,b$tant,iat.e to the buildirs official that the concealed work IlW&ets 01" ~xceedra c~ 'requirements. Any demolition. testing, 01" financial bun:lE>n shall be borne directly by the peyroit holdeI'. Failure to ~ntiate code 'requirements will indemnify the City against any and all \"eep~1Sibility Ot' liability connected with t.t~ construction. I hereby c(wtify that 1 .have read and ex:amined this peymit and .know the same to be tyue and conect. All provisionS of la"'-$ and ordinance$ governing thi$ t.ype of work will be complied with whethey specified herein , , o\" not. The grantil'llll of..:a permit cJoe.e not pre$l..llll4.! to give authority to violate OY cancel the p\"ovisioms of an>' othe\" $ita O~a1 ia regulating cOl1$tYUct.ion or t.~ perfOrlllal1Ce of COT'l$t~ct.ion. ~tuYe# ~,/.7J.c -- Oate: 9-k~LaL. ~-. .. ./ r ! ceytify t.hat ! am exempt from the Yl&quiref~nte. of the state contyact.oy's yesistyation law, under Section 3, Chapt.ey 126., lsv.i$ of 1967. Si9'1"l$.ture: Oate:_ *~************************* Permit Center--M:.proved BY~ Oate: cr ( (t-/ (61 _ -", ,,:..' :........-'< - -'- ~-- '-' ',---" 1 - ~=---~lJi~1~~Wi1tW!}[j~ I ,j~ I "~.... .......:,,,. , i ',:( ~,c \"".... tif '~" " BREMERTON PERMIT CENTER 286 4th Street, Bramerton$ WA 98337 Phone:: (360) 478-5275 FAX:: (360) 478-5278 Building Permit No: o1~o~S5 Status: rS$"uib Issued: 09/14/2001 ' Expires: 03/13/2002 Job Address: 9300 SW BARNEY WHITE RD Location: OLYMPIC VIEW TRANSFER STATION, " Assr Acct' Nb: 1123012-002-1001 , ' , .:.,.,.....":.,._._~,~~ ~_..'.~_." L__~" __, .L....'w__ _.. ~~._~ _ ~'__''-'__''.. .__ . .:.. ~ "_~_"_'____.~_-,_..~_'"'. _"...'.A'--'. _r__ ',. __~_'__ "'"->""--o_'_A .~"-- .:......0. ~"~,,,-,-,,-_:_,,,,,,,',,-",_._.~ -.-;_-.....~-~..,._~~~.'".~-'--.L..!, -'.-- ~ - ~-7--~-~--~-;f~i~rn~f.'1r1~1J\~J0r-;7~~itm1t~'P,~1jt~~t~fK'l'(t~~1'?:;<:'--~~~-~.~t~-,"- ,-, _ -;: .~..,~'""";'""" ."r-_~ --_~ ~ - _.__..- , -:;;:7~---'--'i;7-~T-~ ,..,--,---:;0 '-F .-.--"-;.... ' R E QUI RED INS P E CT ION S 01100 FOUNDATION-FOOTINGS 01200 FOUNDATION-WALLS 02700 FINAL--BLDG '~'''" Dept: SLOG Dept: SLDG Dept: SLDG Division: Division: Division: I I " , :.t: ***************** ******* ** ********** ***************** ***** **** *** ******* ******** TESTING: Must be recognized by the Washington Association of Building Officials SPECINSP= Must be registered with the State of WA ST OF WA: State of WA Dept. of Labor and Industries HEALTH: Bremerton/Kitsap H.~lth District 478-4921 478-5235 ALL INSPECTIONS PERFORMED BY THE CITY OF BREMER TON MUST BE SCHEDULED THROUGH THE PERMIT CENTER. (360) 478-5275. ~*:~:::*::::::::~*~~*************************************************** 'i9inature:_ . ~~: ./. Date=.::?:-.......t::-c::ll J l' Y '. - ,:1 ,I j 1 j 1 I' j J Permit No: 01-0355 Page: 1 1 "I I 1 i I , J I , l j I I I> I I l I Job Address: 9300 SW BARNEY WHITE RD ", Assr Acct No: 1, 123012-002-1001 , , ," , t_......_.............:.:...~''''''''''''~.:.--..-......_--''''.....;._~.....::_A..:.....~~~_.~_ ~: "'r_~~.! .:'f"'~ /".~!~,..':':~~._._~_:T'~,l:.:.....":f:_:-r~~,~\~_,_ ,__ __..:.. ,_.,._.__,,_._ _ _ ~ __ -'=-_. =:=~~~=~'~~~=~====~===z=~=~=~%:;===~~~.~~=~:~====~~:==~====~=~=~~M~*~:=~~~~~~~ , :,,~~,>',' ,\~, :' ,,' L'" , . < , BREMERTON PERMIT CENTER PERMIT CONDITIONS =~=~~==~~~~~~==~~~~=,=~~====~~=====~~==~======;:====~===~;=~=~~~~~~=;======.~~= " , Applied: 07/02/2001' Approved: 09/14/20041' .' _.__'.:.._,_,~:L-"-'~_,,,,:",!...._ ~~..... "L ~.._' ~"::'>".::::~,"~.L.~L..,"tJ~~~~j ,~<~, -' -~--'n;;::lJccn:;-JiV I r.-', ~'Wl;.:.-'fll1'"""~-'-c"..-.;;rw-,'-rr '"M1"~~""'~"1'~'-""'''''''''''''- .' ' , J ,\ :'~,"' .'-.ltAplicant: RV ASSOCIATES INC ..,'~ ' , Owner: WASTE MANAGEMENT INC Contr.ctor: RV ASSOCIATES INC I I l I I Des'6ription: . INSTALL SEGMENTAL,RET~INING W~LLS Conditions: 1. LAND USE CONDITIONS/COMMENTS: CONSTRUCTION AS SU8MITTED. DNS (DETERMINATION OF NON- CONSTRUCTION AS SUBMITTED. DNS (DETERMINATION OF NONSIGNIFICANCE) ISSUED 1-10-2001 Cate~Y~cJ L_~ " ~ l l \~ '..: ****************************************************************, Reprinted: 09/14/01 12=01 RECEIPT **************************************************************** RECEIPT NUmber: 01000799 Amount: 886.25 09/14/01 11:54 Payment Method: CHECK Notation: Rv associates ck Init: TO -------------~--~--------------------------------~-------------- Permit No: 01-0355 ,Type: 8LOGONLY 8LDG PERMIT-NO MECHI Parcel No: 1123012-002-1001 J .-.~.~,,_ ^.....I..,...L_,__........" ...............1'\.1' ~"t. MA.........,.....'I IU,J'T"_Tr:- ~,......, r t- v ~ '\...-'V "",.....,.Q I ~Q..;,.) Of 7-:;;:;;rf.,;;r'\7 r- vV\1 . L,.TF'I ~l-'L;.... !lfl'~\.f\l~'!f~.~'i'r"~" T"l>:~iffi','~~j"I,lf:iP,W~rj,~...~!t;,r- i Location: OLYMPIC VIEW TRANSFER STATION Total Fees: 1.459.39 Total ALL Pmts: 1.459.39 Balance: .00 **~~~~********************************************************** A660unt Code DescriptioD. .c. Amount J.,6-322.1001. (2211) BUILDING PERMIT FEES 881 .75 643-237.13 (0236) STATE OF WA SURCHARGE 4.50 .. .... This Payment 886.25 -----------~--~------------~------~----~---------~-~-------~---- I: I I ( It ~ CITY OF BREMERTON. 239 4th Street. Bremerton, WA 98337 CITY OF BRE~ERTON DEPARTMENT OF COMMUNITY DEVELOP~ENT Jul 20, 2001 RV ASSOCIATES INC 1333 LLOYD PARKWAY PORT ORCHARD WA 98366 SUBJECT: Application No: 01-0355 Site Address: 9300 SW BARNEY WHITE RD RETAINING WALLS Your building permit for the above site address is ready to issue. The balance due is $ 886.25. Permit Center office hours are from 8:00 a.m. to 5:00 p.m., Monday through Friday. Please contact me at (360) 478-5275 if you have any questions. Sincerely, Valarie ill. ,\... .. Q. , !, ~ l/ '{)../ ,'--' Building and Development Specialist * Eqnal Opportunity Employer * ---------,',,-- ~",aRE;MER{::EE:n'., ..PERMa::':-f:, izQE'N.7T"ER /286, 4t.h.,$'t.r.eet..ilBr:emer:ton,; IJA98337 ;i"it,;,,"i;:'p!::torie:"f:,360;)tf478iirS275 ...., "FAX: (.360) 478.....S278 "~Iii; ,'BUILDING PERMIT; ~}!(I';' . ,Job;. 'Ad~1!:';:\~!i~~G0;;;$Wi;:(BARNE,Y 'WH I:Jf €;'Rf);",; !.,'ii:{t;QGallt~~.~;:{,~ObI1ij~!mi€'):s,V'\lE'tIL TRANSFER:S TA TION ).;i~::;'.'f1?a:;l't:G~'irti~O~',*i~:12-30f2f;:{)'Ga;;:to.O l' ';:',;;: ;iAp:pikicaflt:,:.RV;''cASS-oCIAqfES liNe ,.' ":."36m"876:"'9~37. 1:.::<;t.333',L.:LOltfl:"PA.RKWAY PORT ' O~CHttR(kWA ~836'6-:> ,! ,,',.' 'Owrrer;'i4lJA$,TE:!<'ll'/~NAGEI1ENr'INC<' ';'.'415~2l51, "93CHl:5W BARNEYWH:J;TE' RO PORT..ORCHARD:WA ,98367 '.:,Contr:.act01't;:<RV"ASSOCIATESiiINC, ',360.""r876-.:.n3Lic4t= ,RVASSI*175BJ Exp:12.,.21--2o.o.1 1333ll:LOYO PARKWAY ,PORT " ORCHARD ., WA .98366 ", :',;':.A)ermit~;\No status: Applied: Issued: , .Expires: 01"':0.355.. PENDING 07/0.2/20.01 '.', Subcontr : ,Dest::, INSTAE':L SEGMENTAL RETAININGWAlL$ IH;.,~~}I(~*,~~~~~iIf;"'~~~~~**~~f~JK*;IC,,*.~~,*lt*,*,~~l(***l/(**l/(~~*1It******** * **** *un:n*uu ** **Ullt*u *.*'* ***u*** ~ji~t;\t(;(,Vak-ua~ti.i(S;Vl'):'(f::"*"''\i:;'!i'''PeFm:it''Fee$:',". '>88L'75 .' . Total Calcu1ited Fee: 1,459.39 'i~~::i,;;i;i3:4"~0,0:i,OOi:{'(/:\*\i'i.;plaRi,,eheck .Fees:,573.14 , Additio'nal Fees: .00 't\,~;;''';'~;',i*' :Other,Fees,:,c 4.'50. "Total. Permit Fee: 1,459.39 tf"~1'j~,~*~lif,(\,,~t************'J*****.ln*********JI<**JI<**Ulif(u***uuu****************JI<JI<lf(*******u** ~),~)t;\iiiii1:iUs~~peY~i;'\iSf1af;;t:;~ititl:Hartd' Void':ff,1:il1e,blil:'ldin9'(l)YfWQ'YKc'aut.hoyiz:ed bY,this peymit is not commenced within l';li~~f,i~~~~~t~~;,~~e2~i~~~ii~f;'~~~;~\~e~Nl:~~' ,~y ;ifthi$bUlilding:~Y'wtll( k',authoYiZed ~ such peymi f.issu$PElnded 01" ,c"d'!'~/~,;!ij,!,~~;\t:lifll~!bafitey",tJ:le\woYk;\\,$,oommenced .,foy a peYlod"ofl80days. " " , ;;;,:'i;.~zl1~8:;;;';i~i;"~.~fl\!~~€jh$~i;$tt.y,\')f,f;he~eY,'mi t/nbl.Y~;rio!';the';;:Cit.y' of'Byemeytonoy',BUildi l'l9 Officiidt.osee,' ,l)~~~li.~j;<iij~i'~~~~,~ii"~'~~~.lB\!caYe;;made~".;,.rhe'R~Ymit'h6ldeknh$t:'n6.ti fyt:he,Buildil1!ll Official whennady .foy ,*. ~~:~~~~;==:1:~~~r~~:~~;i~:::::~::~:h:t:~::~,::;~~i=~:y::~o~:~::~~:U~Y::';'~~:~~=9":~f~::~t 'i [,ilJ4t:~i;i\ii~-;-i~~.j;~,i ~fJ(:i.~irpy.'.exc~oode.Yeqt1i yements . Any,ck:tmoli tion~ testi l'I9. 'Oy .'fi tlanoialbuyderi shall .~,:;hei'bO,r,W~di.y~p:t.!iy,'t:l~~~:'P:~hnii..l:\OlCleY~ .iFailuyeJ t.oi$ubStantiate'~ yeqt1l: yements will' ;indem\1i f)i'l:.he. City,. .'. . . ,;;,aga~~ri$b,~~~J~.ijl:l"~ r r,~i~1:n tye'o!, . HabUit.'y ,'eorinected'withit.he,'oonStY\iCtion.. 11.':',.':;:~:Z~t;:~':;~~:~:t::~~7~n:i:h~~:~:;i:O::~~ ~':;~~oW~h t~:t~~ ::~~. ~~ein' l;'i;j';O":~\~~",,;\;;;i;$het!!ilia.~if~ :"b.f:~,;:permict"doe$1iotpyesul'lW; to' 9i ve . authori ty ..' to violate oy cancel, the pyovisions of. A ',::anY'ot~r",:atat'e;'~<l:$W"Ye9ulatin9. oonst yuotion Oythe perloymance of oonstyuotion. I~ ,\SiSnal:t;:!'1ri!iJi!' !- Date: . . .'. ':r:"c~Yt.:t'fyUia:li{ 1" ;S~~6l'i"j3~.'Char;lteY,i1 !!~:S:ii$l~4.r:~~"j(,'J '.'Oate: ,1:#. .=l'Lt l-~ D I ....~,. '.';o.."t~.;.ClL~ .~I... .... ~ ~.,'[.r4dJ/-5 .f ~1 ~~ ------------ ~----______I ::\,~: r I' ~. f t t I; I- I I, I l r. r ~, f t ! ~. t. L; hr t" ff m<-'~r . ,,*- Fcr;,~rcg~ 1 ..{{j;' Gill,fit t O!clfn:::r ~ tr";~c:tot ~ 1IU'th;i;m ~ I.) iXlV ., ,"- i ' ~~~~~~~>_L' I ,.1 DJ'~~~OW~~ i!"j Jli JUl 05 2001 ::J' l I i{f1,i R J 1 : ,J , ! 'I . j J i j -I ) BREMERTON ~ .BUILDING DEPARTMENT ot. Y :TiI f~~HN;;;f[R 1 \101 t N,;:::: en., n3~.S status: PHHJUKj 07 No:; - I::~$ued~: l~V AS50C IJi nr.::l P fW{ !<1,Ui Y ORCI'1f\RO ~IMM%QC!1f]fl INC S1i.! 8ARNEV fm P'OR!" :ltJ: *175BJ 'I~ 1. ,. ::: OfH >,' , " S[:GfjEN :j " :~ Ii ~j(4LL S L4S9,:~9 :~ P~~rul1.t f i'",e:;;: ;.it; Addit 4. Tot!! 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H'w)} :,~uHd:H19 (lff:i.;:::i..l b\~ldl!1\' Cll\l1 \)',,,It',"~,",rr\;11~'~;'2' !:' I I h~illi'ln'::!;i' r t~, Y'if';)'t ~i l, '.": r :t1kh~,"f'" t: t,', ~ I CI'hkJf>' 1; I':. ~j.r~i('::i:, l t~i'j'l"t t' 'O;:i. ~~\"I",i;J t'W ~ " ! ~r~w:!it)f:':>Ji>:;;l;,\ r l~ t ~ ' f -~7 / tc:, ~ . t~~, \ " t~,~#~. ~ ~"'~7 )" I;' ~ --~. r ~: .,",. ,:' ""1, .,'."' I.. ..~: ~;;; ';;;; ~)~1:"'::':"...;..... ',..... " '~ i.. t>1nY' d:f~'fW;),l i '{l-J,;':)f'ht XJr j"~(;':~ wti;,!,! -I:;h~ ctln!stl"jJ'I:;~; ion. \,' U.1 ll'1.:'lffiflinif'y ,Je,nd 1I:1'lCM tJ'"". ll"'$,mt~ to P.. r.. n1~ >i:\nr,.i (;;o'rn/rY."~'.. ,\11 \"d: 11 blii' ~,:'~""~'lPl j,.;;rd ~"i J::h ,;h..,'H,iN' 'x"';;ff:;i:1'led h~Y~i'Jn: \!.1JJ-t:.hoyit}1' t~,f) vj~:i:~~t;f~ <:i1"" c:~.nc';e'i J~J'~,; p'n~'l,";....~L'fi!'i(~r~~ ~;r~it (H01"f,:'\!'fl""'tlt,:*1I Qt' c~7"J'rlr;;'l:.ion.. 1:~4t',:"j, ~,~~.",."""",2tJL (!},L"..", """''''~'''''''''_''.''''",''''''M,. I ,'oil ,-, J 'I ' , I I :.'\ ': 'I J .:1 ,I :1 " ~ ') ~ ,,~ i I .j _1J ;"!:;ad:li:f (..t)-*'~t t(1~.t::.r::t~ft' rif';}5;%i,~t'j" ii$:.'cicr"t hmtJ '. Und(;H~ "'''''"R~~''e'''''E'''''- .\J...".e....o...: ~ fcjU}- 03 2001 .'/(:-\ 1"rf""~~-~REMERTON ENGI~ .. ' " .! / ~ ('~-''';' I ~ -J I;I"~"-~ . .,~~\ "-- ~~ ~. . ~. '_.ii- ~-., ...'< .J, () I : .".lLl ", v " '." (~...,,-')" 'r"" . ", ,';',/' , .~~.......... ""- ~) \ ~ ,-- - -- '- (\ ~../ ~---.~) . .! .' /1 t L,:/,.....c.. " .~~ ~ ,.,-"",;t. <" I: It, -, ~~~r----;-r -----:v -'~'~~~~'-~~'~.~'" (.1IJplici~nt ~ H~,fASS:OCIAl€S INC :%O-a76'~973? l:i33 tJJ)'v"t) PARKW.fi'( PORT ORCHARD WA98Sf>6. Permit 'NI): Ol-'O~S5$ Shtus: PENDING Appl,ied: O?/OV'20\'H I$sued: Expires::' j .~ , , .~ 1 .1 1 1 .. f I il i I 'I i ..~ 1 ., I \ ~ J l . . I . . BREMERTON PERMIT CENTER 286 4t;h St.reet." Br8f11art<JJl<* WA. ':18337 Pho~:: (360) 4?'8"'"'~l275 . FAX: (360) 478-.$27'8 . BUILDING PERJ-UT Job Addr: '1300 SW BAfmEY tlfHITE RO 'Loc,\!t .z OL'y'Ht"'IC VIf.W H1P.NSfER STATION . P'il'{\'tfel No ~ H)Ol Own~Hc:WAST{ I1J",/\f!'ZIGf.:I1ENT INC 4;~5-2751 non SW 8AR'N17V.WHITE RO PORT ORCHARD WA ?S36r (:ontrt1H::ttin. RV. AS'SOCIAn;:s INC 360c-$?'6...973L.ic t: RVASS1lli17"8~1 Exp:. 12"21,-2001 .tLOYOf'fAf~KWAV PORT ORCHARO WA. 96366 subcont r ~ . :O'!f!i11J;C: IN$T.Al.l SE(~11;E\lHAL RETAINlNG WALLS ,..r'. ,., . . . . .;IIi 11\ ;il(m)!ti~il:**UltU ml~ ilI:~( ill *1K ~.lJ;'lI\*./lt*:Uj!O~!lIiJl(~** ll( **1I1Jll:* 11( U:Jl;i!llk *)1(:<<>>: lti: )!J;*)f:>>:lI\:IOIi. %lI\)jt: )f<lf(JI()\l;::j!llI.nlli::ll1K:<< lk *ll:}/ilK* tUl/(llOIl: :<<:$;<I(JI( i't* V,'alulllt~.O'I1* Permh = 001.75 Total Calcul.ated Fee: 1,459.3'~ 84. {iH~O..ilCl * Phn Check .573.14 f'i:ddHiol1,~l .00 . .. It Other' Fees~ 4.50 Tot$l Perml:t Fee: 1,.4-59.3'1 J{l; :t * ~::t: 11: :~( :>j(li,l/(;j('lII **;jilt;;j< J1!: * lIt*llOJi :$;l~)!( 1!::lI: * *' \!I;~ * 1<< *'* m)j( in: 1Il)\(:tll< l1!:)!( lIl)l<: iKJI! #,l/( * * l!i * :ilI.l!(llf:* JF; ll\: :ilK}/( IIO!OJ;,lj( Jl{* *lKll<: '* lK* :;j(1!l * *- :i<:!l:;f( ;:t:J!!tlllX!llt$: 11<: *' * .p .. I .~ ..~ ~ j "1't'd$ p~~mH~ '$1)j'dl'l:Je<.1~~~l'll.;dJ' and v,~:h:lif. 'hhe blJUrlir~ OJ" we.)lk It\lt:t:.hor:i.:ed l::1i' t.hi$ p~nllU is not f,X'lfllMllfl1C'..l/>Q 14:/:1',:11:1.71 :llllO dt\:j;>$ tM dild:Jlt 6f $.tt:::h p4!'!'mit'j (lYH th:t;)il wUdin!'.;lOI' ws;:rrk Il.lU'l:;hc:ll'~,:t:~d by $Ych pe.t'fflit i$ w~leY'lded 01' ai')!;ll'1(;lc;,tlilrir;! ,*r,~' tiA.I4l;> aft:n t.hl.ifWOr'lt: ),$ e:$ll\l'l<l!r~\ed 'fOI' SI .pedc.'ld of 1$t) c]a,?<'\'ii. NG.nCE .. :tt,> ii1l' t~r'\\'l~C'r1$1'b:nit.>!of th411 ~)liwft'lH. holl;:!e~', no'!: t:h~ City of fk~metton 0'( 81,.uldil'1S (::rffic.iel tit') !{,lH ti;j tic. 'I'.;h~~~, il.l'i$pIt;;ctt.~n\1l. ~IW~ l\tl)~. , lh<$ ~'<e:,(ll\i!:. hOU".i~J"r~ll.l~t n.:,..Uf',,' t:h.i& aw.;I.1dir'19 Qffic:i~l ",'hell '(~:tt' ;::>1' t.h$> p<lIYlxlit. hi;,1d<ill' '&'0 'nQHf.)' t~ J;,"fld:l.n$ Off~(;il(l.l of n~<4C.h..d i~~l:dofl$ may (~Ol.llt :H\, '/;'h<l' {::It t;Jllll- w,,'r'k\.I'lti~. $tiel'! tl/l'#.\' t;,hlfl't t;hlZ I1'~Y:1l11~"hoi(:w'( can !IlIJ;!::J$t;iln:j:.;l}'l.b tq t.h.,. build:il19 offiCial HlI:lI.t 1.11'* r.:c\\1(.;e""l~d I"';~t'l<. f-Ml~b" or~x!::et!!.;;1$ Gt~ n;><'./ll:l;Ti[1f1"1,IN'1t$. l~ilY !~lH:iorh i,t~~)i:itlli:l. Qt' fifl$T1f;ie~i bl~n:il\\'n sh$.H ~ DoI'I'lll1 d:it'~t.:b'l:'IY th~! P~ll'!lit bold~\'.. 1"lii>:iltH'(1' 'to $!.~b'Jrej!l,rrb!:l:t€O .~ 'r@qI.r~l'~ll*mt", willl:ncwmnify tfllil CHy' }1t~irP$t: '$\11' $.\11;:f s.;l.l 011' Ha.bH i~,Y r;oi,i'WI~IIJld.wi 'lth tJlYt~'rfl$i..n..\ctio'fl. oat@'l;...........,r.)I.l"'''''''''~''''''''''........._'''"_,_____f'<'''''_''WM'<jI<_.___"'''.....'''',...~'' 1 1 i .1 ! I I 1 .1 \ I . I ~i'.m.7' t.~t !rm,,,,~ Y'll'.jl!\d' and .txamil~ t;.hi~ .Pi'l'l'm$:'t anclkriQW t.r'l<lll $litIM t.o ~ 1wlM& ar\d>#On'",ct.. An, ".' ~Yo\jit'l.iol':'(1l\ elf l"'1!h1$l and 01"diTliiil1C~l. l\lov~n'lir~;:I thhli '~.>'r;i;!)'of ~"",Yk win ~ c~~H4l!d \;J1tl'1 ,~~hti!>tMY $t)4)!clfi-l/!(J ~~la'y...dn 0;< .t"",..rlt~ Thill ~1:':M\'t:irl$lt)f So p~'r'l!'d.t eloo$ 1'l,,';tt fJt:(,t$t!lI%1' tr.) si~ d'1.lJ1;.I'l1.)'I'i,'\:.y 'to viol8i;tl'l' or' c:at1(;,,,*l !;,tl€l py<;;,v:h~iQrl$,)f lI>.Y1;> 17.r\:hl\1l'l' $t~.~.il' fJt. locl%l laiN' iqil~..11:"tin9. t'A:l'(l$tY\Jct.iol'l '';:)Y th!!1 P""yf(;lY'll\i<lW;;~ of cor;l]l'Ly'uct;lol1" . ( . ", 1. G~\,'t;.H'.y tl.t :t I$.Irl ~'.lffIPt fYOl"tl t~ t'~'.:;I..1rtlment$l. of th~!$tat."" Cl(.mt.y*~'jxrr'r;; YErQ:l,:$tYi!\'cion law, lmd~l' $t>eUo'i'l ::l~ Cbe~t<$Y 12\$, lr,.l..,f:\li of 1%7. * IIO!OIOf/)t: ill#:;t.:t;::$::t lU: ljt)!oIOlO,,: '*' * * i;' ilC' "1..;-"7....~'.,., . ,.. ~-' , <';': . ~ _ 'c _' .' , . : ~ .' '. : ,!,' I, '" , ">;',' ,-' -, ,';' , / -~'." " ,. , _,' ',/1.:, I'. ,: , ,~""" ,'::~'...' ./'. t,.:r';;:{Ir ,.." _' ,- _-:" ...""""'... "...Il'I'rn....""..--."...'~,....WM_ _ ""'~"''''f'''''_ . PermitCetnter b"TLt -'-. ..) D,' . 7.~rA '.' G; ( I C v\L L./ ~"."'.'."-..,..., , , '0, ' .~~, . , : . . l I ' f> t t "~-,, 'i~"'~'"' "Jj~(~'lI,~",,(:~.~~'-'~~:!~':t.!-,1~t'~\~f";'~'~;" - l' ( t fipplicant; RV ASSOCIATES INC 360-EP6'~9737 ."1333 LLOYD PARKWAY PORT ORCHARD WA 98366 Ol,lmer ~ llJASTt: MANAGEMENT INC 415-2751 ,9300 SIi!,::,8ARNt:Y WHITE: RD PORT'. ORCHARD WA 98367 Permit No: Status: Applied: Issued: Expires: 01-03.55 PENDING 07/0212001 .-..,--'.---,.-_._.-'-".l.. . . ' , '1 I I '1 j 1 I :1 ] 'I i j .~ t i . ~ ; I ..,1 ". ......1. ,.;{:,t ~ I 'J 1 l ! '.1 '''1 1 I ;1 '~ :1 rl :l,.' U';.',' , , 1 ~\~.;:~f(i'BjR'e::~E!RTON PE.RMIT CENTER p' 286 4thStreet~ ,Bremertonil, WA 98337 t Phone: (360) 478-5275 FAX::i( 360) 4.78-5278 ) BUILDING PERMIT. Job Addr: 9300 SW BARNEY WHITE RO Location: OLYMPIC VIElJJ TRANSFER STATION Parcel No: H23012-00?:l1001 Contractor: RVAsSOCIATES INC 360-876--9I3Llc #= RVASSH175BJ Exp: 12..21..2001 iS33 tLOYD PARKWAY PORT ORCHARD WA 98366 Subcolltr: oe~~;i;~Th~~K~~EGJ\ALRETAINING WALLS.. '.. .***..*.***.*.****~**~~***..i******.*****.**.*****.**.**1*.1.******..**...***.**...*******..* Valuation * '." Permit Fees: 881.75 ,.Iotal Calcll~ated Fee: 1,459.39 84.000.00 * Plan Check Fees: 573~14 Additional Fees: .00 ! * Other Fees: 4.50 Total Permit Fee: 1.459.39 , **1.1.*11*******.*******.***..**.*********************.************************************** I" r''T'tii:$i' peYmld: $h'~J:1 becOll1l!i 0011 ani::h/oid if the buHding OY work authodz:Ed by this peymit is mt COmtllE'nc.ed w:lthin 180 days h(Om the dat.e of such o/f<H'IYIH. Oy :if this building Oy woyk au'thod.:z-ed by $lich p~ymit is $li$pElnded 01" . . 'atlandoned;af fl.ny time aft@y thewoYk is coomel1Ced fay a period of 1$0 da,'$;. . . . . . NOTICE wi !~i$ the n~:iilPon$ibi1i-t>' of the permit. holder', mt tl')Gr'CitY of 6yemerton br Building Offici$.l t6$" ..to ltthat ;,*<:flulyed,insr;!e6tionsanll' made. . The peymit holde:rffluet notify the Building Official when yeadyfc\y imp.e.::t.ions. Failuye of .the peymitholday to notifi the Bu~lding otfic:l.al of requiYed iNPectiol1$ ma}' result . . in t!;e;$tOl:')pa~ of theWo'(kunti~ $ucht.ifA1lllthat the PttYmit~hOldeY can substantiate to the buildil19of'ficial . that, t.he d::mcw.&led wOYkm"ts oY~,exceoo$oode hl1:Qld:yen1ElI'l'b$. ,I An';! demolition.. testir19. 0)' final1Cial fJllYd~l) shall b-e bCH'YW diYlil'ctlyl;W thepeymit. ~l~Y. Pailu'r<li! t.o slJb$it',sDhat.e code YlllC!utyementswi 11 indeomify the- City, . , ., r, 'i .a9$.1'(1$,\: any and an ~~SPOhSibilify ol"1ia.biHty connected. with the c9ns~n.lction. . ~ l.h~yeby Cv;1Yti fY, t.hat i have. nC'ad and eX$.foined this pe\"mi t, and know the SS8.me to be true am COYI'ect. . All PY-Ovd:siOI1$ ofhi,w$arld. ovdinances govetTling this type of wo\"k will ba complied wi,t.h whet.heY $pacified heYl,dn 0'( not. The gyant.insl of a peymit does not presume to $live authoyity t.:;l violate OY cal'\CeF the Pyovi$ions of any other $tate OY local law yel;lulating constyud;ion oy t~ p~l'foYmlli\nce of cons'hllction. " -,~-~: j. . Sl"'nal:un".AAP24e.~' U1v)j 056- ~c;~.v9~ ~TfS(/LI/4 . :., ,.,. ,.~ 'j~!fZ-To-~~'l--;' ']A.)IFiZ~~~~~~6r~L01O .~ -5v (Z,~( '/f"flO : ce~t;ifY that.:r' am' eXeIl1PtfrOl~ the. yequi r~~fllent$ of thlll' state cont:raC'toy's y.egist'r'ation laW'WJx~ur . '.' 'W" S~!'Ct.101"l 3. Chaptey 126. laW$ of 1967. . "'.' , . . . , S' s:b y ~ ' '. ., ar '.0" 1~l'1 ..l e ~~-,,,.,,-_.~___~.____..,,___..,___,._.~.~. Oil1lt.E":_,":"-'___~,""",_. , '.,_',--:.. l * *ltI:!Dj()!( >\( **:<<)I()(Of;: :lOf~:)f(;'IOK *** U n n '~rLt l-J .01 ." 6Ji. i .'-~--l>~,." ...., .~'.P' , ,.~ .' c. e~ . .cr..,/, t(::~..-. I.C..') {"'~').,..., -~"~'"'~-- . '0' n/ . I . " , " i' . ,,'~"...\.'. C....k....,~..I. , i.... ~. \. ~ " '" '-PermitGent e r-,:":App.roved ,J",..:,""....h,'. .' ,~ "\' :,'- -~ ~^.~. "~~""'i0~J:'*;'I'~'~, To ''tt1J, --<,~~' ""'l',]~ f'/' 1F?'~\>'11" /\~1:;"';:,, -~~.~~~~- ~.,... ~***********~******~************************************* IPT . ' **************************************~***~*****.*************** E Number 01 Amount 14 07 1 14:16 Pa : VISA Notation: L VISA Ioit: VW "i'.,f :.i'- . "-'" , 1,'", ~ ":~~.~~~, I :y,. VIEW 01 j,:t Il PE"J~N 1: r -NO f"!E(;:H/ ., .< 57:3.,1.,\f '" :?: t::; ** ,*,*:;R* ill * 't.: :1i!;*:,~':*,;",Jt,* ***:*::~,*;* * *** ~~ ,"k,***:v.;,t,* *:* * **::1( )j\;* * '* * * !l~*:* )I': ** :'~',*)i<*:~ /:;UH<,U. ,1-1 ( i;j ) I I I I I J I I !s/ ~,:~- -', t I 1 I I 1 :1 1 1 I I j I :....1' '. :~ 1 l ';>!~~" I '1 .. .1 ., ~ . I I 1 :1 I I , . , , OI--D355 Building Permit Application City of Bremerton, WA 98337 Phone: (360) 478.5275 Fax: (360) 478-5278 ~o APPLICANT: DOWNER [XICONTRACTOR DAUTHORIZED AGENT Site Address: 9300 S W Bar n e y W hit e Rd. Port Orchard. Wa. 98367 Owner: Was t e Man a \J em e n tIn c . Tax Account Number: 601165138 Address: Address: 360 ( 509 ) 3909 360(876)9737 Expiration Date: Contractor: R V Ass 0 cia t e s Contractor License#: R_~ ASS 1*1 7 5 B J C~lo- . ':..:' ...;;...._~ ~.~ Contact Phone#: 0 f fie e # 8 7 6 - 9 7 3 7 /',,\ Cell #509-3909 //':;J J ,tv'" , 'V j{~1 ~~ <tu /~~:, , vl/ JtI; ~ Il ! D GARAGE ~ 0 !P II! ' D ACCESS~X~lxD6 <'Qp" &,)/ D '~!tG' C";i:l';)>l; v, 1'>' SIGN 0,:;1)1 O,y ~J D DEMO ''/?1:1f,l;-,'1 'I:'}' o GRADING (Cubic yards: ) [II OTHER:S e Sl men tal R eta i n a ~ e Walls Contact PLTson: Rob L u m s den Check the type of application for below: D SF RESIDENTIAL NEW D COMMERCIAL NEW D DUPLEX D COMMERCIAL REMODEL D MANUFACTURED HOME D COMMERCIAL ADDITION D RESIDENTIAL REMODEL D COMMERICAL REPAIR D RESIDENTIAL ADDITION 0 MULTI-FAMILY o RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT Scope of Work Proposed: To install seqmental retainalje walls per plan at the new Olympic View Transfer Station site. Square Footage: Dwelling: Carage: Decks: YES NO~__ . }>Peqnit fee ,'." L<l<6 L~r:1_~___ {;;'01>,ct;Sutcharges~)' 'EH.ergjr. $5(1 (III State: $ 4.50 :;j::'i;: .:"\'Total Fees . \ , 4--sq .39 Applications for whic 110 permit is iS~lI > within 180 days following the date of application shall expire by limitation, and plans . w may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. :?4/LL_ APPLICANT'S SIGNATU \ \ DATE: ?;2- 0 ( r--u-' I ., I I I I I I Applicant: RV ASSOCIATES LNC Owner: WASTE MANAGEMENT INC Contractor: RV ASSOCIATES INC Dealer ipt,ion: INSTALL SEGMENTAL RETAINING WALLS Conditions:: 1. LAND USE CONDITIONS/COMMENTS~ CONS1"RUCrION AS SUBMITTED. ON$. (DETERMINATION OF NON- CONSTRUCTION AS SUBMITTED. eNS (DETERMINATION OF NON~':rGNIFICANCE:) ISSUED 1".'10'~'2001 ~\~ /' / /<:''/ r. ('-....... /..... 'en~.i 7 Holder> IS! 1 ~ 1,~,kL:;~:~/?:_~.,~_._.. ~i. €,}114il't.U r e-___~._._j.c:;.4L.~i?.t:.".:"",~....Z--"-~~------.--..-~,,--- I ~'. \ . "-'/'" C. t 9- /4./ ......, / )a!l ,.Ell _,___...G.;:~__~_~~ , . ',' , . : ~ 11' "l **************************************************************** Reprinted; 09/14/01 12=01 RECEIPT **************************************************************** RECEIPT Number: 01000799 Amount: 886.25 09/14/01 11=54 Payment Methodz CHECK Notation~ Rv ...ociat.. ok Inlt: TO ---~----~~~-,----_._---~--,---------------~-~~~-~-~~-~-----~-~--~--- tt~"l~+'-' Permit No: 01-0355 Type: BLDGONlY SLOG PERMIT-NO MECH/ Parcel No: 1123012-002-1001 - .',-------- ....... " ~ ------. .......,-- ~c..Il Ie.- / I If=- ~c) o..J" 9/", "o~ .,...... Y-" \ ...... '....~ '. .'. C ilJIW~ll) 1d F;ljSbHft 5t €;N&);Jltfi(iItG. :#[ Of 111'}O(J .,? r \ /, .. I..:; .' , i.x I Y')\J : :,.'J. --- -.. -..~. ~ >~ ~~,\ ! / ItB~'}.v.:' // / L~XJ ,.. / / , ./'" / " .' = - \ ' ,1\\\'" ,'} (, .' III ,.\ . I \I. ," .,' ~!: I _d~ >, j .....-.,.... ..:.:..,:.J.,., /. .( ~ I 1-< ' C' r ,") 'j :.1 .\ I" ,,,, " .', . .. ..." .." .,,':.___ J ......... ) , I \. . ) '. . ", \ \ ''. '.\ \:. . ~ '. ..~\.>~ 0,\ ~< '. ' . ,~ \.. i "\. t. . .. <~ '\'. \ '" ; \ '." \\ ' . \i-<~ ~~, \ r \, i \ \ \ \',\ '\ L. \ ,\ \' ~\ ~\,\ .~::~.\. I ,,\,,\~,(,,-,, \ \. ',' ,Co,,;. / ,\" .: . ' ' " / - " , I', I I \ 'j:. " \.., <,:-. \ / ,/' I ~) l;! "" ,; " / ' .... ~' <:<\<':-.. ~",): ..' ylll,t\~"'" . ". " ....... ", ....... ,-..<'(,(." /' I 1 ~"i"""';"":'<:"" V~-~(L. __.1 , ',' " ,... ..' '\; ~ I ',' .'. '.', \, "... ,..... :: \ " " . '-, "~...,":;-' ,."...... \' I \. " ........ ,;, " "........', \ ., '. . ,.., ....... '\' \ '\, I ,~O I ", '. V /Y. ,,' .'. 1 . (,'.l (I .._I (II I .I' \ (" ( \ " 111 I .01 '01 . t. ,',.1 \':1 , ,I .' .,,11;\';', ".,. (1i~~ \ M't'"":- -_..._,.~.,< . ~ \f\ ~ '0 ~ ,., r I "I .\1 ,,, o ,; \. , . II \ ( I I . I. ., ,,", 5~ ~:\:\' , \ . ......., \ \ ~~ KlEI NFElDER TECHNICAL MEMORANDUM Geotechnical Engineering Materials Testing & Inspection Environmental Science & Engineering Water Resources Earthquake Engineering Air Quality Date: June 27, 2001 To: MR. TYLER GILLIS GILLIS WALLS NW 4527 S. ORCHARD STREET, SUITE A TACOMA, W ASIDNGTON 98466-6621 . " 411I(' MR. ANDy FERCHLAND GILLIS WALLS NW P.O. Box 2015 OREGON CITY, OREGON 97045 JUl Z i.J 2001 {jJJ From: Travis T. Nguyen, PE Geotechnical Engineer Project No.: 60-8562-01 ~.-. fl.. ~. i-. . p. ~ l. Subject: ADnmONAL SEGMENTAL WALL DESIGNS USING KEYSfONE RETAINING WALL SYSTEMS OLYMPIC VIEW TRANSFER STATION PORT ORCHARD BREMERTON, W ASIDNGTON As you requested, we have prepared specifications and reinforcing schedule for construction of two new segmental retaining walls using Keystone Retaining Wall Systems. The project is located at Port Orchard in Bremerton, Washington. The project consists of the design of two additional Keystone walls with geogrid soil reinforcernent to retain cuts and at the proposed developrnent. The two walls are located adjacent to the southwest infiltration basin. In preparing these recommendations, a Kleinfelder engineer reviewed a site grading and erosion control plan prepared by W &H Pacific dated June 2001 and geotechnical report prepared by Soil & Environmental Engineers, Inc. (S&EE), dated January 23, 2001. Kleinfelder has conducted no subsurface explorations and has not conducted an overall , geotechnical evaluation of the site. Our services have been provided in accordance with the Engineering Services Agreement between Gillis Walls NW and Kleinfelder, Inc. for the above referenced project. L:\2001 \PROJECTS\60856201\6021 L091.DOC COPYRIGHT 2001 KLEINFELDER. INC. PAGE 1 OF 3 15050 SW KOLLPARKWAY SUITE L BEAVERTON. OR 97006-6028 TEL. 503-644-9447 FAX. 503-643-1905 \~ .. 4(' ? ~~ KLEI NFELDER Proposed Wall: As shown on the reference plan, the additional walls will include the following: t/ . Wall on the West of the Infiltration Basin (West Wall): The proposed wall is oriented north-south and extends for a distance of approximately 235 feet on the WEST side of the southwest infiltration basin. The proposed wall has a maximum height of 6 feet above adjacent finished grade and tapers to finished ground surface grade at both ends. The wall will support a cut slope with no external surcharge. The toe of the wall will be located on a flat ground surface. · Wall on the south of the Infiltration Basin (South Wall): The proposed wall is oriented east-west and extends for a distance of approximately 205 feet on the south side of the southwest infiltration basin. The proposed wall has a maximum height of 6 feet above adjacent finished grade on the west end and tapers to 3.5 feet on the east end. The wall will support a cut slope and adjacent to the right of way. The toe of the wall will be located on a 2H: 1 V slope. Kleinfelder previously prepared design recommendations for segmental retaining walls using Keystone Retaining Wall Systems (same type wall) at this project in our report entitled, "Segmental Retaining Wall Designs Using Keystone Retaining Wall Systems, Olympic View Transfer Station, Port Orchard, Bremerton, Washington, " dated June 8, 2001. All construction shall conform to our wall design report and the assumptions used in the wall design are the same as our previous wall design report except the following items listed below. Surcharge: none (as shown on plan) Embedment: Wall shall be embeded at least H/5 (H=wall height above grade in feet) for 2H:l V toe grade and HllO for flat toe grade or minimum of 6 inches, whichever is greater. Batter: The wall is battered IH:16V (Horizontal:Vertical). Backslope: Flat. Construction materials for the retaining wall will consist of compac and standard units from Keystone Retaining Wall Systems and geogrid reinforcement from Raugrid 412-15. For the wall on the west side of the Infiltration Basin (West Wall), the central portion of the wall supports the bank (slope) of the infiltration basin. We recommend that the crest of the slope be setback at least 2 feet from the back of the wall (at the rear of the block or reinforcement zone) or Kleinfelder should be contacted regarding the proposed construction scheme in this vicinity for construction recommendations. L:\2001 \PROJECTS\60856201\6021 L091.DOC COPYRIGHT 2001 KLEINFELDER, INC. PAGE 2 OF 3 15050 SW KOLL PARKWAY SUITE L BEAVERTON, OR 97006-6028 TEL. 503-644-9447 FAX. 503-643-1905 ,. RI KLEI NFELDER Geogrid Reinforcement Schedule No. of Unit WaU(l) Height up to H (ft.) Type: Compac 3 6 9 12 2.00 4.00 6.00 6.00 Geogrid Type: Raugrid 412-15 No. Layers None 1 2 3 Minimum Length Per Layer, L (ft.) N/A 4.0 4.5 5.5 Geogrid Position Heights Above Leveling Pad (ft.) 1 2 5 3 4 6 2.0 2.0 4.0 2.0 4.0 6.0 (1) total wall height = wall height above grade + embedment depth. Keystone standard unit can be used in lieu of com pac unit for portion of wall height of 4.67 feet or less (total wall height). Geogrid reinforcement is not required for portion of wall height of 4.67 feet or less constmcted using standard unit. Our scope of work for this project does not include evaluation of overall (global) slope stability for the site, or establishing appropriate setbacks from slopes. Kleinfelder can provide a slope stability evaluation considering the loads imposed on the natural soils by the walls and backfill, if requested. We appreciate the opportunity to assist you with this project. Please contact the undersigned if you have any questions regarding the contents of this letter. Sincerely, KLEINFELDER, INC. L:::;<?i~~S . Travis T. Nguyen, P.E. Project Geotechnical Engineer Attachments: Supporting Calculations L:\2001\PROJECTS\60856201\6021 L091.DOC COPYRIGHT 2001 KLEINFELDER, INC. PAGE 3 OF 3 15050 SW KOLLPARKWAY SUITE L BEAVERTON, OR 97006-6028 TEL. 503-644-9447 FAX. 503-643-1905 -- ~F~-';;-{~ KEYSTONE RETAINING WALL DESIGN Based on NCMA-Coulomb (modified) Methodology 3.0.3.1,26 Apr 00 Project: Olympic View Transfer Station Proj. No.: 60-8562-01 Design Parameters Soil Parameters Retained Fill: Foundation Fill: -Ulli o o Lro 120 120 -L 32 32 Unit Fill: Crushed Stone, 1 inch minus Factors of Safety Sliding: Overturning: 2.00 1.50 Analysis: Infiltration Wall-4.67' Unit Type: Standard 21.5" Leveling Pad: Crushed Stone Wall Ht: 4.67 ft Level Backfill Surcharge: LL -- Case: Case 1 Wall Batter: 3.57 deg. Date: 6/26/01 Bv: TTN -~ Bearing: embedment: 1.00 ft (not used in bearing calc.) Bearing: 10.26 o psfuniform surcharge DL -- 0 psfuniform surcharge Offset= 20.00 ft; Load Width= 0.00 ft Sliding: Overturning: 2.70 2.15 Shear N/A<< Bending: N/A<< Results: Factors of Safety: Calculated Bearing Pressure: Eccentricity at base: 0.34 ft 689 psf Pref: Serv.l HingeHt./ Base F.I C:\My Documents\0Iumpiic4.kwp - I - Kleinfelder. Inc. page_of_ ~ ~F~-U;-{~ Hand Calculation Date: 26 June 2001 Designer: TTN Project: Olympic View Transfer Station Case: Infiltration Wall-4.67' Design Method:Coulomb-NCMA (modified soil interface) Soil Parameters: Retained Zone Foundation Soil -L 32 32 Leveling Pad: Crushed Stone Modular Concrete Unit Standard 21.5" Geometry External Stability Height: 4.67 ft Backslope: Batter: 3.57 deg Surcharge: Base width: 1.8 ~ o o Deoth 1.79 ft (Horizonal geometry) Angle: Dead Load: 0 Minimum Design Safety Factors sliding = 1.50 0.00 deg overturning = 0.00 Earth Pressures: k - /1.- sin2(a; +,) -2 sin2 a sin( a _ 8) 1 + 51n(; + 0-) sin(; - ,8) sin( a- 0-) sin(a+ p) External ~= 32 deg a = 93.57 deg 13 = 0.00 deg 0= 21.33 deg Hn = 4.67 ft ka = 0.250 p = 55.83 Hinge Height: 2CG Hg_ht = tan(batter) Hinge Ht= 29 ft Pre!: Serv.l HingeHt./ Base F.I C:\My Documents\olumpiic4.kwp 'Y ocf 120 120 In-Place Wt. 120 pcf Height: O. 00 ft Live Load: 0 psf bearing = 2.00 H - 2 - Kleinfelder, Inc. page_of_ ~ ~F~7iT{~ Unit Shear Data Base Shear Shear = N tan (40. 00) Inter-Unit Shear Shear = N tan(17.40) + 2432.52 Calcu lation: Calculated Reactions Earth Pressure Equations Pa = O.5H(pika-2c~) Pa _ v = PaSi1(8 -2) Pa_h = PaCo5(8 -2) Pq = qHka Pq_h= PqCo5(8-l) Pq _ v = PqSi1(8 -2) Reactions are: Area Force Arm-x Arm-v Moment W1 1004.03 [1.042] 2.335 1046 Pa h 312.11 N/A [1.557] -486 Sum V = 1004.03 Sum Mr = 1045.70 Sum H = 312.11 Sum Mo = -486 Calculate Sliding at the base: Horizontal Earth Pressure (Df) = 312 ppf Factor of Safety = RflDf = 2.70 Calculate Overturning about base: Driving Moment (Dm) = -486 Resisting Moment (Rm) = 1046 F actor of Safety of Overturning = Rm/Dm = 2.15 Calculate eccentricity at base: Sum Moments = 560 Sum Vertical = 1004 Base Length = 1.79 e = 0.34 Calculate Ultimate Searing based on shear: where: Nq = 23.18 Nc = 35.49 Ng = 30.21 (ref. Vesic(1973, 1975) eqns) Quit = 7064 psf Equivalent footing width, B = L -2e + Lvlpad depth= 1.61 Bearing pressure = sumV/B = 689 psf Factor of Safety for bearing = Qult/bearing= 10.26 Pref: SeN.! HingeHt.I Base F.! C:\My Documents\olumpiic4.kwp - 3 - Kleinfelder, Inc. -qd W1 - ql ~~ fH/31H/2 page_of_ -- ~F~""7D{~ KEYSTONE RETAINING WALL DESIGN Based on NCMA-Coulomb (modified) Methodology 3.0.3.1,26 Apr 00 Project: Olympic View Transfer Station Proj. No.: 60-8562-01 Design Parameters -Ullif o o o L~ 120 120 120 Soil Parameters ~ Reinforced Fill: 33 Retained Fill: 32 Foundation Fill: 32 Reinforce Fill Type: Silts & sands Unit Fill: Crushed Stone, 1 inch minus Factors of Safety Sliding: Pullout: Connection Date: 6/26/01 By: TTN ~ r g- ~3 = I 12 - 1 1L 1.50 J!L 1012 1.50 1.50 Overturning: Uncertainties: Peak: 2.00 Bearing: 2.00 1.50 1.50 Serviceability: 1.00 Base Friction used in Tension of base grid Reinforcing Parameters: Luckenhaus Geogrids Tult RFcr RFd 4/2-15 2919 1.52 1.15 RFid 1.10 LTDS 1518 -!L 0.90 Cds 0.85 Case: Case 1 Wall Batter: 3.57 deg. Analysis: Infiltration Walls-8.0' Unit Type: Compac Leveling Pad: Crushed Stone Wall Ht: 8.00 ft Level Backfill Surcharge: LL -- embedment: 2.00 ft (not used in bearing calc.) o psfuniform surcharge DL -- 0 psfuniform surcharge Offset= 20.00 ft; Load Width= 0.00 ft Slidinl! Overturninl! 3.73 6.42 1039 psf Results: Factors of Safety: Calculated Bearing Pressure: Eccentricity at base: 0.32 ft Reinforcing: (ft & Ibs/ft) Calculated Laver Heil!ht Len2th Tension 3 6.00 5.5 123 2 4.00 5.5 219 1 2.00 5.5 328 Reinforcing Quantities (no waste included): 4/2-15: 1.83 sy/ft Allow. Tension Tal 10 12 ok 1012 ok 1012 ok (Efficiency= 29 % ) Rein!. Tvpe 4/2-15 4/2-15 4/2-15 Pref: Serv.l HingeHt./ Base F.I C:\My Documents\olumpiic3.kwp - 1 - Kleinfelder, Inc. Bearinl! 8.46 Peak Connection Tel 464 ok 548 ok 632 ok Shear 11.99 Bendinl! 3.70 Serviceablity Connection Tsc 476 ok 546 ok 617 ok Pullout FS 2.03 ok 5.3 8 ok 8.46 ok page_of_ ~. ~F~-';;-{~ Hand Calculation Date: 26 June 2001 Designer: TTN Project: Olympic View Transfer Station Case: Infiltration Walls-B. 0' Design Method:Coulomb-NCMA (modified soil interface) Soil Parameters: Reinforced Fill Retained Zone Foundation Soil -.AL 33 32 32 Leveling Pad: Crushed Stone Modular Concrete Unit Compac Geometry Internal Stability Height: B.OO ft Backslope: Batter: 3.57 deg Surcharge: ~ o o o DeDth 1.00,ft Angle: (Horizonalgeometry) Dead Load: 0 psf 0.0 deg External Stability Height: B.OO ft Backslope: Batter: 3.57 deg Surcharge: Base width: 5.5 Angle: (Horizontal geometry) Dead Load: 0 Minimum Design Safety Factors sliding = 1.50 pullout = 1.50 uncertainties = 1.50 0.00 deg overturning = 2.00 shear = 1.50 connection = 1.50 Earth Pressures: sin2(a+;) k = 4 . ~ . 2. 'lin(p+o) sin(, - .8) SIn a Sln( a - 0) 1 + _ \ sin( a - 0) sin( a + ,8) Internal: 4> = 33 deg a = 93.57 deg 13 = 0.00 deg 0= 22.00 deg H = 8.00 ft ka = 0.240 External 4> = 32 deg a = 93.57 deg 13 = 0.00 deg 0= .32.00 deg Hn = 8.00 ft ka = 0.250 p = 54.00 Hinge Height: 2CG Hg_ht = tan(batter) Hinge Ht= 16 ft Pref: Serv.l HingeHt./ Base F.I C:\My Documents\olumpiic3.kwp y Dcf 120 120 120 In-Place Wt. 120 pcf Height: 0.00 ft Live Load: 0 psf Height: 0.00 ft Live Load: 0 psf bearing = 2.00 bending = 1.50 H ::::::::::J3 ^ - 2 - K/einfelder, Inc. page_of_ - ~F~"'7D{~ Reinforcing Parameters: Luckenhaus Geogrids ....IJJ!L RFcr RFd RFid 4/2-15 2919 1.52 1.15 1.10 LTDS ~ JgL ~ Cds 1518 1.50 1012 0.90 0.85 Connection Parameters: Luckenhaus Geogrids Frictional 1 4/2-15 Tcl= Ntan(27.70) + 570 Tsc= Ntan(16.40) + 405 Break pt 1245 1164 Frictional 2 Tcl= Ntan(4.40) +1128 Tsc= Ntan(2.60) +695 Unit Shear Data Base Shear Shear = N tan( 40.00) Inter-Unit Shear Shear = N tan(26.90) + 767.44 Calcu lation: Calculated Reactions For the "modified" design method, the back of the mass assumed to be vertical for calculation of resisting forces. effective sliding length = 5. 50 ft Earth Pressure Equations Pa = O.5H(jd1ka - 2c~) Pa _ v = PaSi1'(8 - 0 Pa_h= PaCo5(8-0 Pq = qHka Pq_h= PqCo5(8-~) Pq _ v = PqSi1'(8 -~) [~d ~I ~~ un..................................................................... Reactions are: Area Force Arm-x Arm-y Moment W1 959.98 [0.750] 4.000 720 W2 3840.87 [3.500] 4.000 13441 W2a 239.57 [1.333] 2.667 319 Pa h 845.48 N/A (2.667] -2255 Sum V = 5040.42 Sum Mr = 14480.19 Sum H = 845.48 Sum Mo = -2255 H' Yrr 12 ~ ~ :I: Pas ~T HI2 -~ ~ eff. length Calculate Sliding at Base For Sliding, Vertical Force = W1+W2+W3+W4+qd = 5040 The resisting force within the rein. mass, RC 1 = N tan(33) = 3273 The resisting force at the foundation, RC2 = N tan(32) = 3150 The driving forces, Df, are the sum of the external earth pressures: Pa + Pql + Pqd = 845 the Factor of Safety for Sliding is RC2IDf = 3.73 Pref: SeN.! HingeHt.I Base F.! C:\My Documents\0Iumpiic3. kwp - 3 - Kleinfelder, Inc. page_of_ -- ~F~-r;;-{~ Calculate Overturning: Overturning moment: Mo = Sum Mo Mo = 2255 Resisting moment: Mr = Sum Mr Mr = 14480 Factor of Safety of Overturning = Mr/Mo = 6.42 Calculate eccentricity at base: Sum Moments = 12226 Sum Vertical = 5040 Base Length = 5.50 e = 0.32 Calculate Ultimate Bearing based on shear: where: Nq = 23.18 Nc = 35.49 Ng = 30.21 (ref. Vesic(1973, 1975) eqns) Quit = 8794 psf Equivalent footing width, B = L -2e = 4.85 Bearing pressure = sumV/B = 1039 psf Factor of Safety for bearing = Qult/bearing= 8.46 Pref: Serv.l HingeHt.I Base F.I C:\My Documents\0Iumpiic3. kwp - 4 - Kleinfelder, Inc. page_of_ . . ~F~ -,;;- (....,.,(:- Calculate Tensions in Reinforcing: The tensions in the reinforcing layer, and the assumed load at the connection, is the vertical area supported by each respective layer, SV.Column [6] is 2c sqrt(ka). Table of Results ppf ill I21 Q1 Layer Depth zi ..!lL 0.00 2 2.00 3.00 1 4.00 5.00 o 6.00 7.00 ~ kalrho 0.240/56 0.240/56 0.240/56 0.240/56 Pref: Serv.l HingeHt./ Base F.I C:\My Documents\olumpiic3.kwp IQ1 Pa o 130 360 ffil ill (Pas+Pasd) ~ o 0 o 0 o 0 706 o lID (5+6)cos(d)-7 o 123 342 o 669 lID .IL 123 219 328 - 5 - Kleinfelder. Inc. llill Tcl 464 548 632 1111 Tsc 476 546 617 page_of_ ~ ~F~-n;-{~ Calculate sliding on the reinforcing: The shear value is the lessor of base-shear or inter-unit shear. [1 ] [2] [3] [4] [5] [6] [7] [8] [9] [10] [11 ] [12] Laver Deoth zi .!l li. Cds -L RF ka Pa Pas DF FS 3 2.00 0.00 0 0.85 889 889 0.250 51 0 51 17.45 2 4.00 4.50 2100 0.85 1011 2170 0.250 204 0 204 10.64 1 6.00 4.50 3105 0.85 1133 2847 0.250 459 0 459 6.21 Pref: SeN.! HingeHt./ Base F.! C:\My Documents\0Iumpiic3.kwp - 6 - Kleinfelder, Inc. page_of_ -- -rf::.JvF~"7iT[~ Calculate pullout of each layer In the Coulomb, AASHTO, and Rankine methods, the FoS of pullout is calculated as the individual layer pullout (Rf) divided by the tension (Df) in in that layer. The angle of the failure plane is: 33.57 degrees [1] [2] [3] [4] [5] [6] [7] [8] Layer Deoth zi Le SumV Ci POi .IL FS PO 3 2.00 0.89 214 0.90 250 123 2.03 2 4.00 2.09 1005 0.90 1175 219 5.38 1 6.00 3.30 2374 0.90 2775 328 8.46 Pref: Serv.l HingeHt.I Base F.I C:\My Documents\olumpiic3. kwp - 7 - Kleinfelder, Inc. page_of_ - ~F~7ii""{~ Check Shear & Bending at each layer Bending on the top layer the FoS of Overturning of the units. need to be moved back from the face.) [1] [2] [3] [4] [5] [6] Layer Oeoth zi Si DF OM Pv 3 2.00 2.00 30 36 0 2 4.00 1.00 67 51 400 1 6.00 1.00 103 75 640 Pref: Serv.l HingeHt./ Base F.I C:\My Oocuments\olumpiic3. kwp [7] RM 135 489 744 [8] FS b 3.70 9.66 9.93 (Most surcharge loads [9] [10] Shear FS Sh 889 16.27 1011 10.57 1133 7.54 - 8 - Kleinfelder, Inc. page_of_ ~ ~F~7ii"'{~ KEYSTONE RETAINING WALL DESIGN Based on NCMA-Coulomb (modified) Methodology 3.0.3.1,26 Apr 00 Project: Olympic View Transfer Station Proj. No.: 60-8562-01 Design Parameters Soil Parameters ~ Reinforced Fill: 33 Retained Fill: 32 Foundation Fill: 32 Reinforce Fill Type: Silts & sands Unit Fill: Crushed Stone, 1 inch minus Factors of Safety Sliding: Pullout: Connection 1.50 1.50 Overturning: Uncertainties: Peak: 2.00 Bearing: 2.00 1.50 1.50 Serviceability: 1.00 Base Friction used in Tension of base grid Reinforcing Parameters: Luckenhaus Geogrids Tult RFcr RFd RFid 4/2-15 2919 1.52 1.15 1.10 Date: 6/26/01 By: TTN ~ o o o L~ 120 120 120 ro ~!- 1 I . 12 - I - 11 o psfuniform surcharge DL -- 0 psfuniform surcharge Offset= 20.00 ft; Load Width= 0.00 ft Slidinl! Overturninl! 4.08 7.64 Analysis: Infiltration Walls-6.0' Unit Type: Com pac Leveling Pad: Crushed Stone Wall Ht: 6.00 ft Level Backfill Surcharge: LL -- Results: Factors of Safety: Calculated Bearing Pressure: 763 psf Eccentricity at base: 0.21 ft Reinforcing: (ft & lbs/ft) Calculated Laver Heil!ht LeDInh Tension 2 4.00 4.5 123 1 2.00 4.5 219 Reinforcing Quantities (no waste included): 4/2-15: 1.00 sy/ft Reine. Tv De 4/2-15 4/2-15 Pref: Serv.l HingeHt./ Base F.I C:\My Documents\olumpiic3.kwp LTDS 1518 ..J:L 1.50 Tal 1012 ...!d- 0.90 Cds 0.85 Case: Case 2 Wall Batter: 3.57 deg. embedment: 1.00 ft (not used in bearing calc.) Bearinl! 9.68 Shear 14.33 Bendinl! 3.70 Allow. Tension Tal 1012 ok 1012 ok (Efficiency= 24 % ) Peak Connection Tel 464 ok 548 ok Serviceablity Connection Tsc 476 ok 546 ok - 1 - KJeinfeJder, Inc. Pullout FS 2.50 ok 5.90 ok page_of_ -- ~F~'7F{~ Hand Calculation Date: 26 June 2001 Designer: TTN Project: Olympic View Transfer Station Case: Infiltration Wa/ls-6.0' Design Method:Coulomb-NCMA (modified soil interface) Soil Parameters: Reinforced Fill Retained Zone Foundation Soil ~ o o o ..JL 33 32 32 Leveling Pad: Crushed Stone Modular Concrete Unit Compac Depth 1. 00 ft Geometry Internal Stability Height: 6.00 ft Backslope: Batter: 3.57 deg Surcharge: (Horizonalgeometry) Angle: 0.0 deg Dead Load: 0 psf External Stability Height: 6.00 ft Backslope: Batter: 3.57 deg Surcharge: Base width: 4.5 (Horizonal geometry) Angle: 0.00 deg Dead Load: 0 Minimum Design Safety Factors sliding = 1.50 pullout = 1.50 uncertainties = 1.50 overturning = 2.00 shear = 1.50 connection = 1.50 Earth Pressures: sinJ(a+;) k - /1- . -~ J 'sin(9+0) ",,,,{;- tt. sin a sin(a- 8) 1 + ....., P} . \ sin( a- 0) sin( a:+,8) Internal: ell = 33deg ex = 93.57 deg 13 = 0.00 deg cS = 22.00 deg H = 6.00 ft ka = 0.240 External 41= 32 deg ex = 93.57 deg 13 = 0.00 deg cS = 32.00 deg Hn = 6.00 ft ka = 0.250 p = 54.44 Hinge Height: 2CG Hg_ht = tan(batter) Hinge Ht:: 16 ft Pref: Serv.l HingeHt./ Base F.I C:\My Documents\0Iumpiic3.kwp y pcf 120 120 120 In-Place Wt. 120 pcf Height: 0.00 ft Live Load: 0 psf Height: 0.00 ft Live Load: 0 psf bearing = 2.00 bending = 1.50 H :::::::::::J3 ^ - 2 - Kleinfelder, Inc. page_of_ ~ ~F~""-';;-{~ Reinforcing Parameters: Luckenhaus Geogrids J.!d!L RFcr RFd RFid 4/2-15 2919 1.52 1.15 1.10 L TDS ~ J.gL ~ Cds 1518 1.50 1012 0.90 0.85 Connection Parameters: Luckenhaus Geogrids Frictional 1 4/2-15 Tel= Ntan(27.70) + 570 Tse= Ntan(16.40) + 405 Break Pt 1245 1164 Frictional 2 Tcl= Ntan(4.40) +1128 Tsc= Ntan(2.60) +695 Unit Shear Data Base Shear Shear = N tan( 40.00) Inter-Unit Shear Shear = N tan(26.90) + 767.44 Calculation: Calculated Reactions For the "modified" design method, the back of the mass assumed to be vertical for calculation of resisting forces. effective sliding length = 4.50 ft Earth Pressure Equations Pa = O.5H{pika - 2c~) Pa _ v = PaSi1(8 - 2) Pa_h = PaCos(8-2) Pq = qHka Pq_h= PqCos(8-2) Pq _ v = PqSi1(8 - 2) [~d ~I -~~ ......................................................................uu Reactions are: Area Force Arm-x Arm-y Moment W1 719.98 [0.687] 3.000 495 W2 2250.49 [2.937] 3.000 6610 W2a 134. 76 [1.250] 2.000 168 Pa h 475.70 N/A [2.000] -951 Sum V = 3105.23 Sum Mr = 7273.20 Sum H = 475.70 Sum Mo = -951 H'....r 12 ~ A % p "-r- all T HJ2 _--L .. err, length ...L.- ... Calculate Sliding at Base For Sliding, Vertical Force = W1+W2+W3+W4+qd = 3105 The resisting force within the rein. mass, RC 1 = N tan(33) = 2017 The resisting force at the foundation, RC2 = N tan(32) = 1940 The driving forces, Df, are the sum of the external earth pressures: Pa + Pql + Pqd = 476 the Factor of Safety for Sliding is RC2lDf = 4.08 Pref: Serv.l HingeHt./ Base F./ C:\My Documents\0Iumpiic3.kwp - 3 - Kleinfelder, Inc. page_of_ ~ ~F~-';;-{~ Calculate Overturning: Overturning moment: Mo = Sum Mo Mo = 951 Resisting moment: Mr = Sum Mr Mr = 7273 Factor of Safety of Overturning = Mr/Mo = 7.64 Calculate eccentricity at base: Sum Moments = 6322 Sum Vertical = 3105 Base Length = 4.50 e = 0.21 Calculate Ultimate Bearing based on shear: where: Nq = 23.18 Nc = 35.49 Ng = 30.21 (ref. Vesic(1973, 1975) eqns} Quit = 7382 psf Equivalent footing width, B = L -2e = 4.07 Bearing pressure = sumV/B = 763 psf Factor of Safety for bearing = QulUbearing= 9.68 Pref: Serv.l HingeHt.I Base F.I C:\My Documents\0Iumpiic3. kwp - 4 - Kleinfelder, Inc. page_of_ - ~F~-';;-{~ Calculate Tensions in Reinforcing: The tensions in the reinforcing layer, and the assumed load at the connection, is the vertical area supported by each respective layer, SV.Column [6] is 2c sqrt(ka). Table of Results ppf ill I2l Ql Layer Deoth zi ..b.1. 0.00 3.00 1 o 2.00 4.00 5.00 ~ kalrho 0.240/56 0.240/56 0.240/56 Pref: Serv.l HingeHt.I Base F.I C:\My Documents\olumpiic3.kwp lID Pa o 130 IID ill (Pas+Pasd) .Q o 0 o 0 360 o LID (5+6)cos(d)-7 o 123 o 342 - 5 - Kleinfelder, Inc. lill JL 123 219 I1Q1 Tcl 464 548 L1.ll Tsc 476 546 page_of_ - ~F~-n;-{~ Calculate sliding on the reinforcing: The shear value is the lessor of base-shear or inter-unit shear. [1 ] [2] [3] [4] [5] [6] [7] [8] [9] [10] [11 ] [12] Layer Depth zi ..1L 1f. Cds J.. RF ka Pa Pas DF FS 2 2.00 0.00 0 0.85 889 889 0.250 51 0 51 17.45 1 4.00 3.50 1620 0.85 1011 1905 0.250 204 0 204 9.34 Pref: Serv./ HingeHt./ Base F./ C:\My Documents\0Iumpiic3. kwp - 6 - Kleinfelder, Inc. page_of_ ~ ~F~-';;-{~ Calculate pullout of each layer In the Coulomb, AASHTO, and Rankine methods, the FoS of pullout is calculated as the individual layer pullout (Rf) divided by the tension (Df) in in that layer. The angle of the failure plane is: 33.57 degrees [1] [2] [3] [4] [5] [6] [7] [8] Layer Deoth zi Le SumV Ci POi -Ii.. FS PO 2 2.00 1.09 263 0.90 307 123 2.50 1 4.00 2.30 1103 0.90 1289 219 5.90 Pref: Serv./ HingeHt./ Base F./ C:\My Documents\0Iumpiic3.kwp - 7 - Kleinfelder, Inc. page_of_ fmlm '. , . -..- ~F~-';;-{~ Check Shear & Bending at each layer Bending on the top layer the FoS of Overturning of the units. need to be moved back from the face.) [1] [2] [3] [4] [5] [6] Laver Deoth zi ~ DF DM Pv 2 2.00 2.00 30 36 0 1 4.00 1.00 67 51 400 Pref: Serv.l HingeHt./ Base F./ C:\My Documents\0Iumpiic3.kwp [7] RM 135 489 [8] FS b 3.70 9.66 (Most surcharge loads [9] [10] Shear FS Sh 889 16.27 1011 10.57 - 8 - Kleinfelder, Inc. page_of_ -~. ~F~-';;-{~ KEYSTONE RETAINING WALL DESIGN Based on NCMA-Coulomb (modified) Methodology 3.0.3.1,26 Apr 00 Project: Olympic View Transfer Station Proj. No.: 60-8562-01 Design Parameters Soil Parameters ~ Reinforced Fill: 33 Retained Fill: 32 Foundation Fill: 32 Reinforce Fill Type: Silts & sands Unit Fill: Crushed Stone, 1 inch minus LN 120 120 120 ~ o o o Factors of Safety Sliding: Pullout: Connection Date: 6/26/01 By: TTN I I 11 r 1.50 1.50 Overturning: Uncertainties: Peak: 2.00 Bearing: 2.00 1.50 1.50 Serviceability: 1.00 Base Friction used in Tension of base grid Reinforcing Parameters: Luckenhaus Geogrids Tult RFcr RFd 4/2-15 2919 1.52 1.15 RFid 1.10 LTDS 1518 --EL 1.50 Analysis: Infiltration Walls-4.0' Unit Type: Compac Leveling Pad: Crushed Stone Wall Ht: 4.00 ft Level Backfill Surcharge: LL -- Case: Case 3 Wall Batter: 3.57 deg. ...ThL 1012 ~ 0.90 Cds 0.85 embedment: 1.00 ft (not used in bearing calc.) o psf uniform surcharge DL -- 0 psf uniform surcharge Offset= 20.00 ft; Load Width= 0.00 ft Slidin!! Overturnin!! 5.50 13.60 Results: Factors of Safety: Calculated Bearing Pressure: 487 psf Eccentricity at base: 0.09 ft Reinforcing: (ft & lbslft) Calculated Laver Hei!!ht Lemrth Tension 1 2.00 4.0 123 Reinforcing Quantities (no waste included): 4/2-15: 0.44 sy/ft Bearin!! 14.22 Allow. Tension Tal 1012 ok (Efficiency= 22 % ) Peak Connection Tcl 464 ok Reinf. Tvpe 4/2-15 Pref: Serv.l HingeHt./ Base F.I C:\My Documents\olumpiic3.kwp - 1 - Kleinfelder, Inc. Shear 16.27 Bendin!! 3.70 Serviceablity Connection Tsc 476 ok Pullout FS 4.10 ok page_of_ -- ~F~-';;-{~ Hand Calculation Date: 26 June 2001 Designer: TTN Project: Olympic View Transfer Station Case: Infiltration Walls-4.0' Design Method:CouJomb-NCMA (modified soil interface) Soil Parameters: Reinforced Fill Retained Zone Foundation Soil Leveling Pad: Crushed Stone Modular Concrete Unit Compac Geometry Internal Stability Height: 4.00 ft Backslope: Batter: 3.57 deg Surcharge: External Stability Height: 4.00 ft Backslope: Batter: 3.57 deg Surcharge: Base width: 4.0 Minimum Design Safety Factors sliding = 1.50 pullout = 1.50 uncertainties = 1.50 Earth Pressures: k/1 = si.n2(a +;) ^ ~ 33 32 32 ~ o o o 'Y Dcf 120 120 120 DeDth 1. 00 ft In-Place Wt. 120 pcf (Horizonalgeometr-v) Angle: 0.0 deg Height: 0.00 ft Dead Load: 0 psf Live Load: 0 psf (Horizonalgeometr-vJ Angle: 0.00 deg Height: O. 00 ft Dead Load: 0 Live Load: 0 psf overturning = 2.00 shear = 1.50 connection = 1.50 bearing = 2.00 bending = 1.50 H Internal: External 4>>= 33 deg 4>>= 32 deg Y-~ ex; 0.= 93.57 deg 0.= 93.57 deg B= 0.00 deg B= O.OOdeg 0= 22.00 deg 0= 32.00 deg H= 4.00 ft Hn = 4.00 ft ka = 0.240 ka = 0.250 p= 54.44 Hinge Height: 2CG Hg_ht = tan(batter) Hinge Ht= 16 ft Pref: Serv./ HingeHt./ Base F./ C:\My Documents\0Iumpiic3.kwp - 2 - Kleinfelder, Inc. page_of_ ~ ~F~"7D{~ Calculation: Calculated Reactions For the "modified" design method, the back of the mass assumed to be vertical for calculation of resisting forces. effective sliding length = 4.00 ft Earth Pressure Equations Pa = O.5H(pfIka - 2c~) Pa _ v = PaSi1'(8 - 0 Pa_h= PaCos(8-J) Reinforcing Parameters: Luckenhaus Geogrids Tult RFcr RFd RFid 4/2-15 2919 1.52 1.15 1.10 Connection Parameters: Luckenhaus Geogrids Frictional 1 4/2-15 Tcl= Ntan(27.70) + 570 Tsc= Ntan(16.40) + 405 Unit Shear Data Base Shear Shear = N tan( 40.00) Reactions are: Area W1 W2 Pa h Force 479.99 1320.22 211.42 Arm-x [0. 625J [2. 625J N/A Sum V = 1860.10 Sum H = 211.42 L TDS ~ .JgL -.C.L Cds 1518 1.50 1012 0.90 0.85 Break Pt 1245 1164 Frictional 2 Tcl= Ntan(4.40) +1128 Tsc= Ntan(2.60) +695 Inter-Unit Shear Shear = N tan(26.90) + 767.44 Pq = qHka Pq_h= PqCOS(8-2) Pq _ V = PqSi1'(8 - 2) -qd -ql ,-,..-, ~---- -- . , ~ .-J5L :z: P "T a.s HJ2 _-1 .. elf. length Arm-v 2.000 2.000 [1. 333J H' wr 12 Moment 300 3465 -282 Sum Mr = 3835.03 Sum Mo = -282 Calculate Sliding at Base For Sliding, Vertical Force = W1+W2+W3+W4+qd = 1860 The resisting force within the rein. mass, Rf_1 = N tan(33) = 1208 The resisting force at the foundation, RC2 = N tan(32) = 1162 The driving forces, Of, are the sum of the external earth pressures: Pa + Pql + Pqd = 211 the Factor of Safety for Sliding is RC2lDf = 5.50 Pref: Serv.l HingeHt.I Base F.I C:\My Documents\0Iumpiic3. kwp - 3 - Kleinfelder, Inc. page_of_ .~ ~F~"7iT{~ Calculate Overturning: Overturning moment: Mo = Sum Mo Mo = 282 Resisting moment: Mr = Sum Mr Mr = 3835 Factor of Safety of Overturning = Mr/Mo = 13.60 Calculate eccentricity at base: Sum Moments = 3553 Sum Vertical = 1860 Base Length = 4.00 e = 0.09 Calculate Ultimate Bearing based on shear: where: Nq = 23.18 Nc = 35.49 Ng = 30.21 (ref. Vesic(1973, 1975) eqns) Quit = 6926 pst Equivalent footing width, B = L -2e = 3.82 Bearing pressure = sumVIB = 487 pst Factor of Safety for bearing = QulUbearing= 14.22 Pret: Serv.l HingeHt.I Base F.I C:\My Documents\0Iumpiic3.kwp - 4 - Kleinfelder, Inc. page_of_ ... ~F~-';;-{~ Calculate Tensions in Reinforcing: The tensions in the reinforcing layer, and the assumed load at the connection, is the vertical area supported by each respective layer, SV.Column [6] is 2c sqrt(ka). Table of Results ppf ill III Ql Layer Depth zi ..h1.. 0.00 o 2.00 3.00 ~ kalrho 0.240/56 0.240/56 Pref: Serv.l HingeHt.! Base F.I C:\My Documents\olumpiic3.kwp llil 1Ql lZl IID Pa (Pas+Pasd) Q (5+6)cos(d)-7 o 0 0 0 130 o 123 o Ull .IL 123 - 5 - Kleinfelder, Inc. [1Ql Tel 464 WJ Tsc 476 page_of_ ~ ~F~-';;-{~ Calculate sliding on the reinforcing: The shear value is the lessor of base-shear or inter-unit shear. [1 ] [2] [3] [4] [5] [6] [7] [8] [9] [10] [11] [12] Laver Deoth zi ..1L l:L Cds ..1... RF ka Pa Pas DF FS 1 2.00 0.00 0 0.85 889 889 0.250 51 0 51 17.45 Pref: Serv.l HingeHt./ Base F.I C:\My Documents\olumpiic3.kwp - 6 - Kleinfelder, Inc. page_of_ -- ~F~-';;-(~ Calculate pullout of each layer In the Coulomb, AASHTO, and Rankine methods, the FoS of pullout is calculated as the individual layer pullout (Rf) divided by the tension (Of) in in that layer. The angle of the failure plane is: 33.57 degrees [1] [2] [3] [4] [5] [6] [7] [8] Laver Deoth zi Le SumV Ci POi ..IL FS PO 1 2.00 1.80 431 0.90 504 123 4.10 Pref: Serv.l HingeHt.I Base F.I C:\My Documents\olumpiic3.kwp - 7 - Kleinfelder. Inc. page_of_ -- ~F~"'7D{~ Check Shear & Bending at each layer Bending on the top layer the FoS of Overturning of the units. need to be moved back from the face.} [1] [2] [3] [4] [5] [6] Laver Deoth zi..fu. DF DM Pv 1 2.00 2.00 30 36 0 Pref: Serv.l HingeHt./ Base F.I C:\My Documents\0Iumpiic3.kwp (Most surcharge loads [7] [8] [9] [10] RM FS b Shear FS Sh 135 3.70 889 16.27 - 8 - Kleinfelder, Inc. page_of_ - ~F~-,;F{~ KEYSTONE RETAINING WALL DESIGN Based on NCMA-Coulomb (modified) Methodology 3.0.3.1,26 Apr 00 Project: Olympic View Transfer Station Proj. No.: 60-8562-01 Design Parameters Soil Parameters Retained Fill: Foundation Fill: -Ulli o o L~ 120 120 -L 32 32 Unit Fill: Crushed Stone, 1 inch minus Factors of Safety Sliding: Date: 6/26/01 Bv: TTN 2.00 Bearing: Overturning: 1.50 Analysis: Infiltration Walls-2.67' Unit Type: Compac Leveling Pad: Crushed Stone Wall Ht: 2.67 ft Level Backfill Surcharge: LL -- Case: Case 4 Wall Batter: 3.57 deg. embedment: 1.00 ft (not used in bearing calc.) o psfuniform surcharge DL -- 0 psfuniform surcharge Offset= 20.00 ft; Load Width= 0.00 ft Slidine: Overturnine: 2.64 2.06 Results: Factors of Safety: Calculated Bearing Pressure: Eccentricity at base: 0.20 ft Bearine: 17.15 357 psf Pref: Serv./ HingeHt./ Base F./ C:\My Documents\olumpiic3.kwp - 1 - Kleinfelder, Inc. Shear N/A<< Bendine: N/A<< page_of_ 1188 ~F~'7iT{~ Hand Calculation Date: 26 June 2001 Designer: TTN Project: Olympic View Transfer Station Case: Infiltration Walls-2.67' Design Method:Coulomb-NCMA (modified soil interface) Soil Parameters: Retained Zone Foundation Soil ~ 32 32 Leveling Pad: Crushed Stone Modular Concrete Unit Compac Geometry External Stability Height: 2.67 ft Backslope: BaUer: 3.57 deg Surcharge: Base width: 1.0 ~ o o DeDth 1. 00 ft Angle: (Horizonalgeometry) Dead Load: 0 Minimum Design Safety Factors sliding = 1.50 0.00 deg y Dcf 120 120 In-Place wt. 120 pcf Height: O. 00 ft Live Load: 0 psf overturning = 2.00 bearing = 2.00 Earth Pressures: kll. = sin2(a:+;) -2 sin2 a: sin(a:- 8) 1 + sin(; +0) sin(; - ,8) sin( a: - c) sin( a: + 13) External 4> = 32 deg ex. = 93.57 deg B = 0.00 deg 0= 21.33 deg Hn = 2.67 ft ka = 0.250 p = 55.83 Hinge Height: 2CG Hg_ht = tan(batter) Hinge Ht= 16 ft Pref: Serv.l HingeHt./ Base F.I C:\My Documents\0Iumpiic3.kwp H :::::::::::::J3 ^ - 2 - Kleinfelder, Inc. page ____ of _ -- ~F~-';;-{~ Unit Shear Data Base Shear Shear = N tan(40.00) Inter-Unit Shear Shear = N tan(26.90) + 767.44 Calculation: Calculated Reactions Earth Pressure Equations Pa = O.5H(rHka - 2c~) Pa_v = PaSir(8-2) Pa_h= PaCo:s(8-l) Pq = qHka Pq_h= PqCo:s(8-2) Pq _ v = PqSir(8-2) Reactions are: Area Force Arm-x Arm-v Moment W1 320.39 {O.583] 1.335 187 Pa h 102.02 NIA {O.890] -91 Sum V = 320.39 Sum Mr = 186.88 Sum H = 102.02 Sum Mo = -91 Calculate Sliding at the base: Horizontal Earth Pressure (Df) = 102 ppf Factor of Safety = Rf/Df = 2.64 Calculate Overturning about base: Driving Moment (Dm) = -91 Resisting Moment (Rm) = 187 Factor of Safety of Overturning = Rm/Dm: 2.06 Calculate eccentricity at base: Sum Moments = 96 Sum Vertical = 320 Base Length = 1.00 e : 0.20 Calculate Ultimate Bearing based on shear: where: Nq = 23.18 Nc = 35.49 Ng = 30.21 (ref. Vesic(1973, 1975) eqns) Quit: 6129 psf Equivalent footing width, B: L -2e + Lvlpad depth: 1.09 Bearing pressure = sumV/B: 357 psf Factor of Safety for bearing = Qult/bearing= 17.15 Pref: Serv.l HingeHt./ Base F./ C:\My Documents\0Iumpiic3.kwp - 3 - Kleinfelder, Inc. -qd ~~ TH/3 1H/2 page_of_ VICI~ITY MAP ~ :0) ~tl JUL 02 2001 -) L ,) BREfi~ERTON ""nl( !W.lr~ h:-:?~J~T~M:0!T ,ti,,,. L<.._".._ >6 I!....l I:"'" ,_, .; .J ., ,'.. ~~. \l _ i -, ,"j f:- PROJECT SITE ----.. ----.___.___________._________________.___\ -.-.o--- .___ _______..______________.. ___ : :. ~ , ~ 9300.s.w B . :4RN["y Wf//TF c ROAD ,---..-- --'-~ I I I I --- ------- --- ------- ------1 --------. -._- ---- -------- J I I I , ... .... J- i /. OLYMPIC VIEW SANITARY LANDFILL 1() I 1 , I 'I ,; i ~~. _u -- ___.___.___._________1_____ I BREMERlION NA TIONAL'_ AIRPORT I I I i/' ~ N I 8- I i5 ------===- ,..-:: /--- \1 j !c~k ~ II! . -- :;x l/L,/'ol/ if 3 i / ------- ;..it~:;,"" ..,.~.................. " \ , SO'H ~\ \' A \ ,'- ----- ---- 0 0 1: ~ ...-..---"\ 0 -ri J i I 335 I , , n , , 0 ~ z. 1 0 , .' ,~. '=' 0 .' # r-- Fl ~ -- ~ - ~ ,. ..... :;I -- /I CITY OF BREMERTON BUILDING AND PLANNING' DEPARTMENT ..."....."..:"",~ o E T E R M I NA T ION OF NON S I G N I Fie A NeE Environmental Application No. PLOO-0022 Date issued: January 10.2001 Parcel No's: 112301-2-001-1002 112301-2-002-1001 ACTION: DEVELOPMENT AND OPERATION OF A SOLID WASTE TRANSFER STATION FACILITY PROPOSAL: The proposal is for the development and operation of a solid waste transfer station and intermodal (truck to rail) facility. The transfer station and intermodal facility are intended to provide a replacement for the disposal functions currently provided by the Olympic View Sanitary Landfill. The transfer station will accept waste from commercial and self-haul vehicles, which will be unloaded onto a tipping floor within the transfer station building. From there, the waste will be compacted, placed in watertight containers suitable for transfer by truck or rail, closed and sealed, and exported to permitted off-site locations LOCATION: The 17.2 acre project' site is located approximately 10 miles southwest of the City of Bremerton on the west side of State Highway 3, opposite the Bremerton National Airport, in the Port of Bremerton mdustrial Park, adjacent to and north of the existing Brem-Air Disposal Collection operation, and east of the existing Olympic View Sanitary Landfill on Barney White Road. Situated in that portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter of the Northwest quarter of Section II, Township 23 :-..rorth, Range I West of the Willamette Meridian in Kitsap County, Washington. PROPONENT: Waste Management of Washington 13225 :--T.E. 126th Place Kirkland. W A 98034 The Responsible Official of the City of Bremerton hereby makes the following Findings and Conclusions based upon a review of the environmental checklist and attachments. other information on file with the City of Bremerton, and the policies, plans, and regulations designated by the City of Bremerton as a basis for the exercise of substantive authority under the Washington State Environmental Policy Act (SEPA) pursuant to RCW 43.21C.060. . FINDlNGS OF FACT: I. The proposal is for the development and operation of a solid waste transfer station and intermodal (truck to rail) facility. The transfer station and intermodal facility are intended to provide a minumum 30 year facility design life and is a replacement for the disposal functions currently provided by the Olympic View Sanitary Landfill. The transfer station will accept waste from commercial and self-haul vehicles, which will be unloaded onto the tipping floor within the transfer station building. From there, the waste will be compacted, placed in watertight containers suitable for transfer by truck or rail, closed and sealed, and exported to permitted off-site locations. The facility will be limited to processing operations, and will not be used as a compo sting facility. The current operations plan includes export by rail and/or truck to the Columbia Ridge Landfill in Gilliam County. Oregon. -1- .... . .. 1\ 2. The 17.2 acre project site is located approximately 10 miles southwest of the City of Bremerton on the west side of State"- Highway 3, opposite the Bremerton National Airport, in the Port of Bremerton Industrial Park, adjacent to and north of the existing Brem-Air Disposal Collection operation, and east of the existing Olympic View Sanitary Landfill on Barney \\illite Road. The project site is comprised of two adjacent parcels of land, each of which are separately under the jurisdictional control of both the City of Bremerton and Kitsap County. The southern parcel, located in the unincorporated area of Kitsap County is zoned Industrial (I) in the County Zoning classification system and the adjacent northern parcel located in the City of Bremerton is designated Industrial General (IG) in the City's zoning classification system. The majority of the northern portion of the site containing approximately 10.6 acres is currently undeveloped, forested land. The southern parcel containing approximately 5.9 acres is currently fully developed with the existing Brem-Air Disposal Collection Operation facilities. Access to the proposed transfer station will be provided via an access driveway developed on a 0.7 acre parcel extending north from Barney White Roal;i, east of and adjacent to the Brem Air facility. All situated in that portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter of the Northwest quarter of Section 11, Township 23 North, Range 1 West of the Willamette Meridian in Kitsap County, Washington. ~ Th~ Kitsap County Comprehensive Solid Waste Management Plan, version November 6, 1998, reflects the eventuality that the existing Olympic View Sanitary Landfill will be closed. The Plan recommends locating a new solid waste transfer station for waste export in the vicinity of the Olympic View Sanitary Landfill and implementation of waste export to a regional disposal facility. The proposal is also consistent with the City ofBremerton's Comprehensive Plan. 4. The proposal will be compatible with existing and future nearby uses. It is located within the Port ofBremerton's Olympic View Industrial Park. The transfer station's use of the existing rail line would advance Kitsap County's policy to develop public facilities, in that it would take advantage of an existing transportation system. The location of the proposed transfer station would allow for the continued solid waste handling operations after the landfill is closed in the same immediate vicinity 5. No state or federal candidate, .threatened or endangered plant or animal species or habitat have been identified within the proposed project site. 6. The proposal will have no significant adverse environmental impacts on fish and animals, water, nOIse. transportation, environmental health, public services and utilities, and land and shoreline use. 7. :-10 significant culturaVhistorical resources have been identified within the proposed project site. If, however, during construction, any artifacts are uncovered, the Bremerton Building and Planning Department at (360) 478-5275. the Suquamish Tribe at (360)394-524, and the State Historic Preservation Office in Olympia at (360) 753-4405, must be notified. Potential significant adverse environmental impacts to culturaVhistorical resources will be adequately mitigated through compliance through compliance with these regulations measures. 8. No regulated wetlands, streams and/or drainage courses have been identified on, or adjacent to, the project site pursuant to BMC, Chapter 21.22.110-120 - Critical Lands Ordinance. Through the course of the work, if regulated wetlands, streams and/or drainage courses are identified, potential significant adverse environmental impacts to the wetlands, streams and/or drainage courses will be adequately mitigated through compliance with this.-regulation. 9. The project site may tall within an Aquifer Recharge Area as detined and regulated by BMC, Chapter 21.12.070, Aquifer Recharge Areas. Potential significant adverse environmental impacts to the aquifer are adequately mitigated through compliance with this regulation. 10. The project site may fall within landslide, erosion, and seismic hazard areas as defmed and regulated by BMC, Chapter 21.12.100, Geologically Hazardous Areas. Potential significant adverse environmental impacts associated with development in. and adjacent to, erosion, landslide, and seismic hazard areas are adequat.ely mitigated through compliance with this regulation. 1 I. The grading and placement of fill material increase the likelihood of erosion and sedimentation. Pursuant to BMC, Chapter 2 1.12, a temporary erosion and sedimentation control plan utilizing Best Management Practices is required to be approved and implemented on the project site prior to and during site development. Proposed permanent erosion control measures, including vegetative controls for embankments, bioswales, and structural controls for surface runoff, based on the Stormwater Management Manual for the Puget Sound Basin will be utilized to control and limit erosion. Potential significant adverse environmental impacts associated with erosion and sedimentation are adequately mitigated through compliance with this regulation. -2- · n /1 12. The landfill closure is scheduled to coincide with the opening of the transfer station, thereby shifting current landfill tFaffic "<1'1, . little further up the road" to the transfer station. It is anticipated that in the unlikely event that rail service is disrupted for an extended period of time additional truck trips would be added to the normal traffic count. New rail traffic will occur as part of this project. It is anticipated that 12 double-stacked rail wellcars will be rail-shipped from the site daily. Future expansion, including possible acceptance of solid waste from surrounding counties, could increase rail traffic and commercial truck traffic. Review of the proposal's potential traffic impact reveals that normal operation of the transfer station will generate traffic that is similar to the existing landfill operation and that the traffic volumes generated by the proposal will not result in significant adverse environmental impacts to the local road network. 13. The existing Olympic View Sanitary Landfill located in the near vicinity of the proposed transfer facility produces landfill gas emissions and active face odors. An active gas collection system controls these emissions. The emissions will not affect the transfer station. and once the landfill is closed, landfill gas emissions and odors will decrease significantly. ThePuget Sound Clean Air Agency regulates particulate emissions in the form of fugitive dust during construction and operation activities. Potential significant adverse environmental impacts associated with fugitive dust emissions control are adequately mitigated through compliance with these regulatory controls. 14. Marketable coniferous forest covers approximately 40-45% of the project site, and a significant potion will be cleared to build and operate the project. The applicant will be required to apply for and obtain a Class IV - General Forest Practice Application (FPA) for the harvest of timber associated with this project through the Washington State Department of Natural Resources (DNR). Potential significant adverse environmental impacts associated with the harvest of timber on the project site will'be adequately mitigated through compliance with this regulation. 15. The proposed facility will not accept hazardous or dangerous wastes. However, toxic chemicals or hazardous wastes may be illegally brought to the facility or small quantities may be inadvertently included in residential waste. A rigorous unacceptable waste exclusion program currently exists at the existing landfill and will be implemented at the transfer station. This program includes public notification and education programs. waste screening, and extensive employee training. State and Federal regulations regarding safety and handling of hazardous and toxic materials will be enforced during construction and operation. Potential significal!t adverse environmental impacts associated with the safety, handling and disposal of hazardous and toxic material wiII be adequately mitigated through compliance with these regulations. 16. The installation of an aboveground fuel storage tank is proposed to be located on a portion of the project located near the truck parking area. The City of Bremerton and Kitsap County have both adopted the Uniform Fire Code which contains regulatory measures that address the safety and operation of aboveground fuel storage tanks. Potential significant adverse environmental impacts resulting from the installation and use of the aboveground storage tank will be addressed through compliance with the Uniform Fire Code regulations. -3- r-.. · It CONCLUSIONS OF RESPONSIBLE OFFICIAL: '\ The Responsible Official concludes, based on a review of application materials and a review of City regulations governing the project, that there will be no probable significant adverse environmental impacts as a result of this project. This Detennination of Nonsignificance (DNS) is issued under 197-11-340(2). The lead agency will not act on this proposal for 15 days from the date of issue. Comments must be submitted by closing of the comment deadline. The Responsible Official will reconsider the DNS based on timely comments and may retain, modify, or, if significant adverse impacts are likely, withdraw the DNS. If the DNS is retained, it will be [mal after the expiration of the comment deadline. No pennits may be issued, and the applicant shall not begin work, until the comment deadline has expired and any other necessary pennits are issued. Responsible Official: Lead Agency: Christopher R. Hugo, Director City of Bremerton Building and Planning Department City of Bremerton, Pennit Center 286 4th Street Bremerton, Washington 98337 (360) 478-5275 Date ofIssue: Date of !,ublication: Comment Deadline: January 8, 2001 January 10,2001 January 25, 2000 \ NOTE: Pursuant to RCW 43.21C.075 and City ofBremerton Environmental Regulations, Bremerton Municipal Code (BMC) Chapter 21.12. Decisions of the Responsible Official may be appealed. Appeals are filed with appropriate fees at the Building and Planning Department, located at the Bremerton Pennit Center. Appeals must be filed within 14 days of the expiration of the comment deadline.. NOTE: The issuance of this Detennination of Non significance does not constitute project approval. The applicant must comply with all other applicable requirements of City of Bremerton Departments prior to receiving construction permits. WMDNSWCP.DOC -4- '. E~VIRONMENTAL CHECKLIST (W AC 197-11-960) Action: Receipt: Received By: Date: A. BACKGROUND 1. Name of proposed project (if applicable): Waste Management of Washington, Olympic View Transfer Station This proposal is for a solid waste transfer station and intermodal (truck to rail) facility located in the Port of Bremerton Industrial Park, north of Waste Management's existing Brem-Air Disposal Collection operation. The transfer station and intermodal facility is intended to provide a replacement for the disposal functions currently performed by the Olympic View Sanitary Landfill. The transfer station will accept waste trom commercial and self-haul vehicles, which will be unloaded on the transfer station floor. From there, the waste will be compacted and transferred into rail containers, and then the containers will be transferred to rail and exported to the Columbia Ridge Landfill in Gilliam County, Oregon. 2. Name of Applicant: Waste .\ifanagement of Washington 3. Address and phone number of applicant and contact person: Waste .\ilanagement of Washington ci 0 13225 N.E. 126th Place . Kirkland, WA 98034 Contact: Tamara Gordy, Environmental Manager, 425i814-7834 4. Date checklist prepared: December 21,2000 5. Agency requesting checklist: City of Bremerton Deparnnent of Community Development 6. Proposed timing or schedule (including phasing, if applicable): Construction is anticipated to begin during the spring 01'2001, and would be completed by summer 01'2002. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain: There are no immediate plans for future additions or expansions to the proposed transfer station. However, the design of the facility is compatible with future expansion' to handle increased volumes of waste or the addition of additional processes, should those become necessary. The transfer station building is designed with adequate capacity to handle the projected waste volume generated within Kitsap County and out-of- county sources for many years. In addition to the material processed on the transfer station floor, many large projects will containerize waste into rail-compatible containers at the point of generation, resulting in /I " City of Bremerton SEPA Checklii:t . Waste Management of Washingt<>n Olympic View Transfer Station less vehicle traffic and less volume being dumped on the transfer station floor. A grinding facility for pre- processing wood, yard debris, or other materials will likely be added in the near future. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: The following reports relate to this project: · Draft Kitsap County Comprehensive Solid Waste :v[anagement Plan, November 6, 1998; · Transfer Station Development & Waste Disposal Project, A Proposal to Kitsap County, Waste :v[anagement ofW:.lshington, Inc., July 14, 2000; · Environmental Impact Statement, Olympic View Sanitary Landfill, 1986. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. The City of Bremerton published a notice of intent to issue a Determination of Non-Significance and site development approval for a very similar transfer station on this property in July 2000. 10. List any government approvals or permits that will be needed for your proposal, if known. The following permits and approvals may be required: . Forest Practices Approval (Kitsap County & Washington Department of Namral Resources); . Solid 'Waste Handling Permit (Bremerton-Kitsap County Health District and Washington Department ofEcoiogy); . Storm water Management Plan Approval (Bremerton & Kitsap County); . National Pollutant Discharge Elimination System Permit - construction & general industry (Washington Department of Ecology); . Clearing and Grading Permit (Bremerton & Kirsap County); and . Building Permit (Bremerton & Kitsap County). 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) This project involves the development of a solid waste transfer station operation on a parcel approximately 10.6 acres in size adjacent to the Brem-Air Collection office and maintenance facilities, providing :m access driveway from Barney Wilite Road to the project site on an approximately 0.7 :.lcre parcel, paving a parking area for approximately 80 commercial vehicles at the existing Brem-Air Collection site, and installing an aboveground fuel storage tank. The total area for both the new and existing operation is approximately 17.2 acres. The majority of the proposed project site is currently undeveloped :.lnd is zoned IG for General Industrial Development. Figure I shows the facility layout. The following are the main features of the project, including approximate square footage: . . Solid Waste Transfer Station, 47,000 square feet with an additional 2,000 square feet of employee facilities . YardIWood Debris Area, 30,000 square feet /l "1 2 · l. "- City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station . Scale House, approximately 400 square feet . Public Recycle Drop-Off Area, 600 square feet (structure), 22,000 square feet (traffic area) . Rail Siding and Intermodal Container Storage and Handling Area, 80,000 square feet . Access and Maneuvering Areas, including entrance and exit. 183,000 square feet . Paved conunercial vehicle parking area, 96,000 . Stormwater Detention. 44,000 square feet This facility's primary function is to consolidate waste loads into containers for rail shipment to a permitted off-site landfill, and to provide recycling and disposal services for self-haul customers. In most cases, waste will be sent by rail to Waste Management's Columbia Ridge Landfill & Recycling Center, or to other landfills as necessary. 1'laterials may also be shipped via transfer truck. During the weekdays, the proposed transfer station provides capacity to serve approximately 240 commercial and 180 self-haul customers. On weekends, the facility can serve approximately 340 self-haul customers per weekend day. The average daily design through put tonnage at the facility is 1,000 tons per day. Y10st commercial and publicly hauled wastes will be unloaded onto the tipping floor within the transfer station building and moved by rubber-tired loaders to a compactor. The wastes will be pushed into the compactor through an opening in the north side of the transfer station. The wastes will be loaded into watertight intermodal containers. Scales mounted on the compactor unit will indicate to the loader operator when the intermodal container has reached its optimum weight. Once the containers are loaded and the containers have been closed and sealed. they will be moved to a rail siding to the west of the transfer station, and placed on railcars. Certain wastes, such as nonhazardous contaminated soils or asbestos will be loaded into intermodal containers at a covered area dedicated to loading these wastes just outside the north side of the transfer station. These waste containers will be moved directly to the rail siding for loading onto rail cars. For bulky waste that cannot be processed through the compactor, or in the event that the compactor is nor operable, waste could be loaded directly into open-top containers through a floor slot without compaction. Once full, these containers would then be moved to a nearby rail siding and placed on rail cars. Some waste may be delivered co the transfer station J.lready loaded in shipping containers. Generally, these materials will bypass the tipping no or and will be placed directly on the rail cars. All waste will be containerized daily, except in the event of unusual circumstances. The tipping floor will be swept and cleaned daily. The use of water for cleaning will be minimized. When water is used, the wash down water will be collected in u holding tank or directed to a sanitary sewer. The ripping f100r area available for storage during an emergency is approximately 28,600 square feet. with an average storage capacity of 1,850 tons. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or details plans submitted with any permit applications related to this checklist. The project site is located approximately 10 miles southwest of the City of Bremerton in the Port of Bremerton Industrial Park. The proposed site is siTUated adjacent to and north of the existing Brem-Air /I '\ 3 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station Collection Company office and maintenance facility, and east of the existing Olympic View Sanitary Landfill on Barney White Road. Property to the immediate south and west of the project s,ite is undeveloped and consists of similar disturbed conifer forest and disturbed scrub-shrub vegetation as found on the currently undeveloped portions of the project proposal. The facility will be located on land presently owned by the Port of Bremerton and leased to Waste yfanagement of Washington, within the City of Bremerton. The paving of a truck parking area, the access driveway, and installation of an aboveground fuel storage tank will be on a portion of the project located within Kitsap County. The legal description for parcel on which the transfer station itself will be located is as follows: That portion of the north half of the Northwest quarter of the Northwest quarter and that portion of the north half of the Northeast quarter of the Northwest quarter of Section 11, Township 23 Nonh, Range 1 West of the Willamette Meridian in Kitsap County, Washington The fmal legal descriptions for the portion of the project that will become the access driveway and the existing Brem-Air Collection Company are being fmalized and will be forwarded when they become available. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (underline one): mountainous, other: flat, rollinQ, hilly, steep slopes, The topography of the site is rolling in character. The majority of the site drains to the north and west. b. What is the steepest slope on the site (approximate percent slope)? The steepest natural slope on the property is 26%. Existing cut slopes are 76%; the proposed maximum cut slope is 50%. c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, and muck)? If you know the classification of the agricultural soils, specify them and note any prime farmland. .-\ccording to the U.S. Soil Conservation Service, Kitsap County Soil Survey, the most common surficial soil types in the project vicinity include glacially derived soils of the Ragnar series and the Kitsap series. The Ragnar series consists of deep, well-drained soils formed in sandy glacial outwash. These soils occur on terraces and rolling uplands with slopes of zero to 30 percent. The Kitsap series consists of deep, moderately well drained soils formed in glacial lake sediment. These soils typically occur on remnant terraces with slopes of zero to 15 percent. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are presently no indications of unstable soils on or adjacent to the site. /I '\ 4 . I City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be graded to allow trucks and transfer equipment to operate safely and efficiently. In addition, areas will be leveled for building pads. The area on the Hefth-west side of the transfer station building wiII be depressed to permit installation of a compactor and to allow top loading of shipping containers. For the current design, there will be approximately 130,000 cubic yards of excavation and 23,700 of fill. '\il.ihere soils are suitable, excavated material would be used for fill. Excess fill from grading the site will be used at the nearby Olympic View Sanitary Landfill for cover material or to improve a low area betwe.en the landfill and the railroad tracks. As the design process progresses. Waste Management of Washington will attempt to develop a grading plan that balances cuts and fills to the greatest extent possible. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. There is some erosion potential during the construction activities J.Ssociated with this project. Storm water may cause some erosion during excavation and backfilling. Waste Ylanagement of Washington will implement the Best Management Practices (B~,,'lPs) prescribed for construction activities during construction of the facility to minimize erosion from the site, as described in B.h, below. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Impervious surfaces created by this project encompass approximately 9.5 acres (414,000 square feet). These surfaces include the paved driveway and operations areas of the facility, and all roofs. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Earthwork will be performed during dry periods between May and early October followed by immediate restoration of affected ground contours, features, and substrates. _\11 erosion/runoff conO'ol plan will be prepared and approved by Bremerton and Kitsap County before commencing construction activities. Elements of this plan will include vegetative controls, structural conO'ols such as fabric filter fences, and gravel berms, and other BMPs. Monitoring and maintenance of such conO'ol measures would be conducted throughout the project to ensure proper performance. The project WIll incorporate permanent erosion- conO'ol measures, including vegetative controls for embankments. bioswales, and structural controls for surface runoff. Retaining walls and rock walls may be constructed in some locations to limit erosion and control fill. Based on the Stormwater Management .'vlanual tor the Puget Sound Basin. the design incorporates three (3) stormwater detention ponds in series. These ponds will be approximately 4 feet deep and have a minimum length to width ratio of 3: 1. The total square tootage for the stormwater detention ponds is approximately one acre. It is assumed that the northerly portion of the site will drain to these ponds (located in the northeast comer of the site). Final design :malysis will invesngate use of on-site infiltration as a means to limit on-site impounded water and further limit discharge from the site. If successfully implemented, the use of infiltration measures could significantly reduce the need for on-site storage. II " 5 City of Bremerton SEPA Checklist I Waste Management of Washington Olympic View Transfer Station 2. AIR: a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. Odor Good housekeeping practices at the transfer station will control most odors. Prompt removal of waste from the tipping floor and daily cleaning of the transfer station floors are mandatory housekeeping practices during normal operations. Once the transfer station begins operations, facility management will determine the need to install an odor control system. Odors are typically not a problem at similar transfer stations. However, options such as a ventilation system that uses a biofilter, or a perimeter odor control system will be considered if odor becomes an issue. If, and when, a grinding facility is added, processed green waste will be removed daily. The facility will be limited to processing operations, and will not be used as a composting facility. Emissions Air emissions data from the proposed transfer station operation have been calculated with respect to PYl-lO, CO, ~Ox, and SOx. Emissions calculations were prepared on a conservative basis, estimating that the transfer station would be receiving 1000 tpd during normal operations, versus the 800 to 900 that is expected. Table 1 lists the estimated maximum equipment use during construction. Table 2 lists the equipment that will be in use during the operation of the transfer station. Exhaust emissions (short- term) will be generated trom construction equipment typically associated with the construction process. Some dust emissions during site work may also occur. Table 3. Summary of Net Emissions, provides a summary of net emissions from the current landfill operation less than a quarter mile away, and future emissions during transfer operation after the landfill is closed. All emissions calculations from operation of the transfer station include truck travel over paved roads, material handling, and operation of train locomotives. The landfill provides a point of reference for measuring transfer station emissions. Current emissions from the landfill for PM-10 are estimated to be 218 lb./day. PM-IO emissions for the transfer station are estimated to be 58 1b/day, resulting in a net reduction of 159 lb/per day. Current emissions from landfilling for CO are estimated to be 22..+ lb./day, and the transfer station will generate an estimated 53 lb.,day. NOx emissions from the landfill operation are estimated at 15.6 lb./day; the transfer station's net emissions are estimated to be 31 lb./day. SOx emissions are approximately .30 lb./day from landfilling operations; the net emissions from operation of the transfer station are estimated at 5 lb./day. All emissions are well below established thresholds. Tables .;1. through 7 provide additional back-up information used to calculate the net emissions from the :ransfer station operation. Back-up documentation used in the formulation of these calculations is provided in an attachment to this checklist. b. Are there any off.site sources of emissions or odor that may affect your proposal? If so, generally describe. The existing Olympic View Sanitary Landfill located in the vicinity of the proposed transfer station /I '\ 6 . . City of Bremerton SEP A Checklist Waste Management of Washington Olympic View Transfer Station produces landfill gas emissions and active face odors. An active gas collection system controls these emissions. The emissions will not affect the transfer station, and once the landfill is closed, landfill gas emissions and odors will decreases significantly. c. Proposed measures to reduce or control emissions or other impacts to air, if any: The Puget Sound Clean Air Agency regulates particulate emissions in the form of fugitive dust during construction activities. Emissions of fugitive dust are controlled with best available control technology. Incorporating mitigation measures into construction specifications for the project would reduce construction impacts. Mitigation measures to control particulate matter and emissions of CO during construction would include the tollowing: . Spraying exposed soil with water to reduce emissions and deposition of particulate matter. . Removing particulate matter deposited on paved, public roads to reduce mud on area roadways. . Requiring appropriate emission control devices on all construction equipment powered by gasoline or diesel fuel to reduce CO emissions in vehicular exhaust. Most waste loads will generate little dust due to the moisture content of the waste. During facility operation, the dust from loads dumped on the tipping floor will be largely contained by the facility enclosure itself. Water will be available within the transfer station building for additional dust suppression and fire control if required. Hoses will be equipped with misting devices at locations likely to generate dust. 3. WATER a. Surface 1. Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, salt water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The nearest creek is an unnamed tributary of the Union River, nearly 1/4 mile south of the project site. The project site is on a highly permeable sandy substrate and it appears that the majority of water is absorbed into the soil without much ron-off. Some drainage to the existing retention pond on-site is evident, but draws throughout the site are completely vegetated and have no obvious channels. Consequently, it is unlikely that storm water run-off from the project site currently drains into fish-bearing streams. 2. Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans for this work. ::--roo 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material and/or disposal site. ::--rot applicable. It "\ 7 City of Bremerton SEPA Checklist' Waste Management of Washington Olympic View Transfer Station " "1 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. ~o. 5. Does the proposal lie within a 100-year floodplain? If so, note floodplain location on the site plan. No. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Groundwater 1. Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities of withdrawals or discharges, if known. Groundwater will not be affected by this project. Water supplied to the site will be from the existing water system at the Port of Bremerton. Stormwater collected from the site will be directed to the infiltration ponds discussed below. 2. Describe waste material that will be discharged into the ground from septii; tanks or other sources, if any (for example, domestic sewage; industrial, containing the following chemicals ( ), agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) is/are expected to serve. Domestic wastewater from the proposed facility restrooms will utilize the Port of Bremerton sewer system. Excess leachate tram waste and water collected from washing the floor of the transfer station will be collected in a separate system. This system will drain to an industrial pre-treatment tank where it will be tested and treated to discharge standards and then released to the Port of Bremerton' s sanitary system. c. Water Runoff (including storm water) 1. Describe the source of runoff (including stormwater) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff will consist exclusively of non-contact stormwater runoff. Runoff from paved areas and from the transfer station building roof will be captured in catch basins and directed by gravity to the stormwater pond(s). Water entering the pond will be detained to allow sediments to drop out. The water will be released from the pond(s) at a rate that does not exceed pre-project conditions in accordance with the Stormwater Management Manual for the Puget Sound Basin. 2. Will this project generate waste materials, which,' if not handled properly, could enter ground or surface waters? If so, generally describe. No waste materials will enter local ground or surface waters because of this project. Stormwater will not come into contact with solid waste dumped at the transfer station, and domestic wastewater will be 8 . . City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station /l '\ discharged to Port of Bremerton sewer system. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: During construction, a program of BMPs, in compliance with Bremerton and Kitsap County grading code and permit conditions would be implemented to protect water quality. These m..1Ps include, but would not be limited to: 1. diverting surface water runoff from erodible slopes; 2. mulching, netting, and proper grading of exposed slopes; 3. using settlement ponds to remove suspended sediment or other deleterious materials from runoff; 4. properly storing and dispensing of materials to prevent accidental spills and discharge into surface water; and 5. monitoring to ensure contractor compliance with Brv1Ps. Operational runoff will be collected and treated using the designed system described in c.l., above. Leachate and wash water from cleaning will be managed as discussed in Section B.3.b.2. 4. PLANTS a. Check or circle types of vegetation found on the site and list specific species: X deciduous tree: alder, maple, aspen X evergreen tree: fir, cedar, pine, hemlock X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage. other water plants: water lily, eelgrass, rnilfoil, other X other type of vegetation: salal, scotch broom. Himalayan blackberry, b. What kind and amount of vegetation will be removed or altered? Approximately 30 - 35% of the site is disturbed and consists of the office and recycling facility buildings and associated access roads, parking area, and landscaping. Approximately 20% of the site consists of the scrub-shrub habitat type. This area is also highly disturbed, . with past timber harvest and grading activities apparent. Scotch broom dominates this habitat type with few other species (e.g., grasses, Himalayan blackberry) interspersed'. This area will be cleared to build the project. Conifer forest currently covers approximately 40 . 45% of the project site, and a significant portion will be cleared to build the project. This area is dominated by second-growth Douglas-fir with a dense ground 9 City of Bremerton SEPA Checklist, Waste Management of Washington Olympic View Transfer Station cover of salal. Western hemlock, incense cedar, and Pacific white pine are also scattered throughout the area. Patches of bracken fern, evergreen huckleberry, Himalayan blackberry, and Scotch broom were also observed in the understory. The trees average 12-15 inches in diameter breast height (dbh) with widely scattered larger trees (20-25 inches dbh) present. The trees are generally even-aged with little canopy layering present. A man-made grassy swale is located along the western boundary of the eXlstmg Brem-Air Collection company site. The swale was constructed to carry runoff to a retention pond, approximately eight feet in diameter, located west of the northwest comer of the existing parking area. A small portion of the swale and of the retention pond (approximately 0.02 acres) is palustrine emergent wetland. It is dominated by Paa species in the swale and smartweed and barnyard grass near the pond. The pond contains no standing water, but algal mats are present. In general the value of palustrine emergent wetland to wildlife is moderate to high. However, the degraded condition of this wetland and the proximity to on-going human activity reduces suitability for most species, and the highly permeable soil prevents long-term ponding, which is important for amphibians and other water-dependent species. c. List threatened or endangered plant species known to be on or near the site. ~o threatened or endangered plant species have been observed on the project site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The loss of any mixed forest vegetation can be partially mitigated by replanting native vegetation in undeveloped areas of the project site. Native species will be used for ground cover to prevent erosion and within the settling and infiltration basins. 5. ANIMALS a. Underline any birds or animals that have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: gulls,~. .'vlammals: deer, bear, dk. beaver, other: rabbits, rodents. fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered animal species known to be on or near the site. ~one are mown to be on or near the site. The degraded condition of the site and proximity to human presence and activities (i.e., recycling facility, active landfill, railroad, and airport) reduces the suitability for most species. It is likely that the only species currently using the site are non-native or native species that are closely associated with human presence. Consequently, it is unlikely that significant impacts to Washington Priority Species will occur from the proposed project. c. Is the site part of a migration route? If so, explain. The site does not appear to be a migration route. However, the existing, active landfill is an attractant for gulls. Once the transfer station is operational and the landfill is closed, the gull population in the immediate area will significantly decrease. 1\ ~ 10 . .. City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station " <1. d. Proposed measures to preserve or enhance wildlife, if any: Once operational, the project will limit direct use of the site by wildlife, however, wildlife will have improved access to habitat located at the closed landfill. During construction, erosion and sedimentation control BNfPs and prudent construction practices will minimize the potential impacts of project implementation on local wildlife resources. Stockpiling excavated and imported materials in areas subject to surface water runoff will not be allowed. Construction, including earthwork, will occur during the relatively dry late spring, summer and early fall seasons. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Energy would be required for construction of the proposed improvements, and would include diesel and gasoline fuel used by construction vehicles and equipment, and by workers accessing the site. Electrical energy would be consumed for lighting and operation of the transfer station facility. The heavy equipment used at the transfer station will utilize diesel fuel. However, the total consumption of diesel fuel at the transfer station will be lower than that of the heavy equipment currently operating at the active landfill. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. The completed project would not affect the potential use of solar energy by adjacent properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Proposed measures to control energy impacts during construction include limiting idling of construction and employee vehicles; encouraging car pooling or van pooling of construction workers to and from the work site: locating construction staging areas as close as possible to the site. Operational energy impacts are not anticipated to be significant. The transfer station building incorporates design features to take advantage of natural" light to reduce the amount of overhead lighting required during daytime working hours. The use of alternative fuels to produce electricity, such as landfill gas, will also be evaluated during facility design. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. The project will result in a reduction in environmental health hazards through the provision of continued safe handling of community solid waste that {!leets the need for solid waste facility services required by the growth projected for the area. . Some potential exists for small volumes of diesel, oil. antifreeze, hydraulic or gasoline to spill from equipment as a result of accident or malfunction. If a spill occurs, the spill would immediately be contained and cleaned-up. There also exists a potential for construction-related accidents and injuries to project II City of Bremerton SEPA Checklist. Waste Management of Washington Olympic View Transfer Station construction workers. The proposed facility will not accept hazardous or dangerous wastes. However, toxic chemicals or hazardous wastes may be illegally brought to the facility or small quantities may be included in residential waste. There is also the potential for burning waste to be brought to the site (hot loads). These conditions are the same as can occur at the landfil1. Any hot or burning loads, as could occur due to a fIre in a hauling vehicle, would be dumped in a clear area of the site and extinguished. In order to prevent unacceptable waste from entering the facility, a rigorous unacceptable waste exclusion program currently exists at the landfIll and would be implemented at the transfer station. This program includes public notification programs, waste screening, and extensive employee training. 1. Describe special emergency services that might be required (for example, chemical spills, or explosions). While only small quantities would be involved in a potential spill. worker contact with hazardous or toxic substances may require emergency response by paramedics. A fire could require response by the fire department. Accidents or injuries may require response from local fIre. police, or ambulances. Facility operators may need to contact a hazardous spill response team to manage cleanup of hazardous or toxic materials. Emergency services required by the transfer station are the same as those required by the current landfill operation. 2. Proposed measures to reduce or control environmental health hazards, if any: The proposed transfer station facility is designed to reduce environmental hazards. Waste tipping areas are paved and covered to prevent exposure to the elements. Wastes are removed daily to prevent odors or vector attraction. An area for members of the public to drop off recyclables is included to encourage waste recycling. A program is in place to prevent, detect. and appropriately manage unacceptable wastes that may enter the facility. State regulations regarding safety and handling of hazardous materials will be enforced during construction and operation. Equipment refueling areas would be located in areas where a spill could be quickly contained and where the risks of the hazardous material entering surface or ground water is minimized. In ;lddition, fire prevention equipment and first aid materials will be kept ;lnd maintained at the transfer station. The facility will also be equipped with absorbent and other spill clean-up equipment and supplies. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, construction, or production equipment, other)? :-Ioises that exist in the area will not affect this project. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, or production equipment, other)? Indicate what hours noise would come from the site. ~oise typically associated with construction activity will be expected on a short-term basis. Construction noise would occur during typical working hours, ranging from 6:00 a.m. to 7:00 p.m. However, because the transfer station is near two sand and gravel operations that routinely use large machinery, and is located in a relatively remote industrial area, it is unlikely to have any noticeable effect on noise levels beyond the /I <'\ 12 City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station " '\ immediate area. Some noise may be associated with the operation of the transfer station, resulting from customer and transfer traffic and loading of the trucks. The transfer station as proposed is completely enclosed, and, since the operation of the transfer station will coincide with the closure of the Olympic View Sanitary Landfill, it is anticipated that facility operations will result in a decrease in noise in the area from current levels associated with heavy equipment and bird deterrent devices. 3. Proposed measures to reduce or control noise impacts, if any: Construction and operating equipment will be properly maintained and muffled. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The proposed transfer station site is undeveloped and zoned IG for General Industrial Development. The site is north of and adjacent to the Brem-Air Collection Company office and maintenance facility. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. There are currently no structures on the site. d. Will any structures be demolished? If so, what? No structures at the site of the proposed facility will be demolished as a result of this project e. What is the current zoning classification of the site? The zoning classification for the site is Industrial General. f. What is the current comprehensive plan designation of the site? The transfer station portion of the site is within the Urban Growth Area for the City of Bremerton. g. If applicable, what is the current shoreline master program designation of the site? The site does not include any shoreline areas. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No part of the site is currently classified as environmentally sensitive. i. Approximately how many people would reside or work in the completed project? An operational staff of up to 15 people will work at the completed project. 13 City of Sremerton SEPA Checkl'jst Waste Management of Washington Olympic View Transfer Station 11 '\ j. Approximately how many people would the completed project displace? :\/0 people will be displaced by the completed project. k. Proposed measures to avoid or reduce displacement impacts, if any: ~ot applicable. k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The Kitsap County Comprehensive Solid Waste "'-'fanagement Plan, version November 6, 1998, reflects the realization that the existing Olympic View Sanitary Landfill will be closed. The recommendation of the plan is the siting of a transfer station for waste export in the vicinity of Olympic View Sanitary Landfill and implementation of waste export to a regional disposal facility. The proposal is also consistent with the City ofBremerton's Comprehensive Use Plan. The proposal will be compatible with existing and future nearby uses. It is located within the Port of Bremerton's Olympic View Industrial Park. The transfer station's use of the existing rail line would advance Kitsap County's policy to develop public facilities, in that it would take advantage of an existing rransportation system. The location of the proposed transfer station would allow the continued solid waste handling operations after the landfill is closed in the same immediate vicinity. This reflects sound environmental and land use planning. Consolidation of solid waste handling operations at one location is :1lso beneficial. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. :Jo housing would be created by this project. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. ~one. c. Proposed measures to reduce or control housing impacts, if any: ~ot applicable. 10. AESTHETICS a. What is the tallest height of any proposed structure(s}, not including antennas or chimneys; what is the principal exterior building material(s) proposed? The tallest height of the proposed transfer facility is the rransfer station building itself at approximately' 35 feet above grade. 14 City of Sremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station b. What views in the immediate vicinity would be altered or obstructed? This project will not impact the view shed of adjacent property owners. c. Proposed measures to reduce or control aesthetic impacts, if any: ~one are necessary. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The completed project will have facility lighting throughout the site. These lights would be visible at dusk and throughout the night, but will not produce glare or visual impacts to neighbors. b. Could light or glare from the finished project be a safety hazard, interfere with views, or affect wildlife? Facility lighting will not be a safety hazard or interfere with views in the area. Some wildlife would be ~xpected to avoid the facility area at night when the site is illuminated. However, as the existing landfill closes, more than 30 acres of additional closed landfill will become available for wildlife movement. c. What existing off-site sources of light or glare may affect your proposal? There are no off-site sources of light or glare that would adversely affect this project. d. Proposed measures to reduce or control light and glare impacts, if any. ~one are necessary. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? There are no designated or informal recreational oppornmities or activities in the immediate area of the project site. b. Would the proposed project displace any existing recreational uses? If so, describe. There will be no displacement of any recreational uses in the area. c. Proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or applicant, if any: :.rot applicable. /1 " 15 City of Bremerton SEPA Checklist' Waste Management of Washington Olympic View Transfer Station 1\ '1 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, proposed for, or eligible for listing in national, state, or local preservation registers known to be on or next to the site? If so, generally describe. :.To historical or cultural resources are known to exist on or next to the site. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. There are none known to exist on or next to the site. c. Proposed measures to reduce or control impacts, if any: No significant cultural/historical resources have been identified on this site. If, however, during construction, any artifacts are uncovered, work will be halted, and the Bremerton Building and Planning Department at (360) 478-5275, the Suquamish Tribe at (360)394-524, and the State Historic Preservation Office in Olympia at (360) 753-4405, will be notified immediately. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on-site plans, if any. .-\ccess to the project site is via Barney White Road and a proposed access driveway east of the existing Brem-Air facilities. Barney White Road intersects Imperial Way, which is the frontage connector to State Highway 3. State Highway 3 connects the City of Bremerton and the Town of Belfair. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The site is not currently served by public transit. The nearest public transit stops are in Gorst and the Town of Belfair. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed transfer station project will have parking spaces for approximately 12 vehicles. The completed commercial vehicle paving will include space for approximately 80 vehicles. No parking will be eliminated by the project. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The proposed project will include a new driveway, located over a pertioR east of the existing Brem-Air entrance parking area that services the Brem-Air collection and maintenance operation. Some improvements in the right-of-way associated with Barney White Road may be necessary, depending upon the fmal design. 16 , . City of Bremerton SEPA Checklist Waste Management of Washington Olympic View Transfer Station e. Will the project use (or occur in the immediate vicinity of) water, or air transportation? If so, generally describe. :.J"o. f. How many vehicular trips per hour would be generated by the completed project? If known, indicate when peak volume would occur. It is expected that normal operation of the transfer station will generate traffic that is similar to the existing landfill operation. Since landfill closure is scheduled to coincide with the opening of the transfer station, traffic impacts are expected to be negligible. The following vehicle traffic currently uses the landfill at peak times: Commercial Weekdays: 46 vehicles per hour Public Weekdays: 15 vehicles per hour Public Weekends: 27 vehicles per hour A.pproximately 40 truck trips would be added to the traffic count in the unlikely event that rail service is disrupted for an extended period of time and emergency backup plans were implemented. New rail traffic will occur as part of the project. It is anticipated that approximately 12 double-stacked wellcars will be shipped from the site daily. The rail spur is designed so that rail traffic will not block vehicle traffic on the site or at off-site locations near the facility. Future expansion, including possible acceptance of wastes from surrounding counties, could increase rail traffic by approximately 4 wellcars per day and 10 commercial trucks per day g. Proposed measures to reduce or control transportation impacts, if any. Traffic associated with the operation of the facility is not anticipated to be significantly greater than that which currently exists with the operation of the landfill. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: No increased need for public services is anticipated to result from this project. b. Proposed measures to reduce or control direct impacts on public services, if any. Not applicable. /1 <\ 17 ~,:: ~o'~~.', ~,'~;,',\ ".:~_;~~'<);_'_~"~~,-" \'~ ,'"<" >~ ,',: 7 ,:. "'(w~ ,~. ~; ;'.~ . ~ "if~": ': ',;', r;~;!-, ::....\'.., ~. ~'~"l::?yry.::L '.' ";:{'.'. -~,'-J,\<ll',' !._:""...;,_";i~:~~:,:P":>'" '>.(,., "~$~ _rir',t ,- Co '. >'A~'oi -t', ' ., Co ~; , ',J ':}:; i,,:,;,;" .t{':;~;;.:~.~<,>[,;,:;,.,}~_,;"';> :"',,~~ ,'R' ~~.r.';":" ' ..,~~'\," ":'::(~:':' i",;?' ,,4{;, '...'".,....'. .,....' 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