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Mason=. CITY OF BREIIERTON • 239 4th Street •Bremerton, WA 98337
July 17, 2001
RE: MITIGATED DETERMINATION OF NONSIGNIFICANCE
(WITH LANGUAGE MODIFICATIONS)
COMMERCIAL SITE PLAN REVIEW FOR ALBERTSONS
To Whom It May Concern:
Enclosed is the Mitigated Determination of Nonsignificance (MDNS) (with language modifications) for the
above -referenced project, and, a revised site plan reflecting those language modifications. Copies of the
Environmental Checklist have been previously enclosed with the first submittal of June 24, 2001.
We are enclosing a DRAFT copy indicating revised language with underline for revised and new language
clarification, and st,ikethiough for language deleted. A clean Copy (not showing underline and
suikethrough) of the finalized and re -issued version is also enclosed for your perusal.
As this MDNS was previously submitted to you, as an Agency with Jurisdiction, we are now forwarding
the revision of same with language modifications for clarification with no comment period.
The Appeal Period for this revised MDNS has been extended 14 days past the date of publication.
Appeals must be filed not later than August 1, 2001
Sincerely,
i tl I�
Lee A. Wyatt]
Project Planner
Encls (3)
Celebrating 50 Years of Freedom 9
CITY OF BREMERTON'
®RAFT on
BUILDING AND PLANNING DEPARTMENT
MITIGATED DETERMINATION OF NONSIGNIFICANCE
* Edited for Clarification and Revised July 13, 2001
*Revised July 13, 2001, to reflect clarification comments received prior to Comment Period Deadline.
I lnderline reflects new clarification language, Sttikeflnough represents deleted language.
Environmental Application No. PLO 1-0031 Parcel No. 122401-2-038-2005
Date issued: June 21, 2001
ACTION: Commercial Site Plan review: Albertsons Grocery Store, ancillary Retail Shops structure, and Fuel Center.
PROPOSAL: Albertsons, Inc. proposes to redevelop a six (6) acre portion of the former Bremerton Middle School site. The
project proposal includes construction of a new 51,150 square foot, full service Albertsons Grocery Store, an 11,300
square foot ancillary structure for retail shops, and a 1,814 square foot "A -Express" fuel center. Public roadway
improvements, associated parking, landscaping and utility infrastructure improvements are also proposed.
LOCATION: The project site is located at the northeast corner of Wheaton Way (SR303) and Sheridan Road in the NW Quarter,
of Section 12, Township 24 North, Range 1 East, W.M.
PROPONENT: Albertsons, Inc.
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:
Proposal is for the construction of a new 51,150 square foot, full service Albertsons Grocery Store, an 11,300 square foot
ancillary structure for retail shops, and a 1,814 square foot "A -Express" fuel center with underground fuel storage tanks.
Associated site development includes the export of approximately 7,000 cubic yards of excavated material, and the
importation and grading of approximately 2,200 cubic yards of sub -base material for impervious surface placement.
Approximately 85% of the proposed development area will be covered with impervious surfaces including provisions for
parking 260 vehicles. Public roadway improvements, associated parking, fencing, landscaping and utility infrastructure
improvements and an on-site storm water/drainage system are also proposed. The project will be served by public water and
sewer.
2. The proposal is located on a six (6) acre portion of the former Bremerton Middle School site, located at the northeast comer
of Wheaton Way (SR -303) and Sheridan Road. Topographically, the site is relatively flat and is devoid of any significant
vegetation. No wetlands or surface waters are located on the site. The project is located in a General Business (GB) zone
classification and land use in the vicinity includes some mixed use strip commercial on both sides of SR -303 (Wheaton Way).
Improved ball fields are located immediately east of the project and school facilities remain functional on the north side of the
proposal site.
A Traffic Impact Analysis was prepared by Gibson Traffic Consultants and presented for review February 14, 2001.
Supplemental traffic analysis reports were prepared on April 26, 2001 and on May 26, 2001. The reports analyzed the impacts
of traffic generated from the proposed commercial development on the street system serving the proposed project. The
proposed development at full occupancy is expected to result in an increase of 3,915 daily vehicle trips, including 366 vehicle
trips during the PM peak hour. The Engineering Division of the City of Bremerton has determined that the proposal may
result in significant impacts to the City's transportation system and that improvements to the transportation system will be
e.
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necessary to accommodate the development. Potential significant impacts associated with increased traffic generated by this
development will be adequately mitigated through compliance with the traffic mitigation measures listed in the MITIGATION
section of this Mitigated Determination.
A preliminary Stormwater Management Plan was prepared by Pacific Land Design and presented for review on March 5, 2001.
The Engineering Division of the City of Bremerton has determined that the proposal may result in significant impacts to the
City's storm drainage system and that improvements to the storm drainage system will be necessary to accommodate the
development. Pursuant to BMC 15.010.020 and 15.040.042, Bremerton Stormwater System Development and Construction
Standards a storm drainage plan and subsequent installation of an approved stormwater management system on the project site is
required. Potential significant impacts associated with increased storm water management responsibilities generated by this
development will be adequately mitigated through compliance with the storm drainage mitigation measures listed in the
MITIGATION section of this Mitigated Determination.
5. The grading and placement of fill material increase the likelihood of erosion and sedimentation. Pursuant to BMC, Chapter
21.12, Critical Lands Ordinance, 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. Potential significant adverse
impacts associated with erosion and sedimentation are adequately mitigated through compliance with this regulation.
6. Review of the project's plan for the excavation, placement and grading of approximately 9,200 cubic yards of material indicates
that the proposal could result in significant impacts to air quality by increasing the likelihood of fugitive dust. A Fugitive Dust
Control Plan is required to be approved and implemented on the project site prior to and during site development. Potential
significant impacts associated with air quality degradation as a result of fugitive dust will be adequately mitigated through
compliance with the approved plan.
7. 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 — Wetlands and Stream Corridors, 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.
8. No other state or federal candidate, threatened or endangered plant or animal species or habitat have been identified within the
Plan's project sites.
The proposal will have no significant adverse environmental impacts on animals, water, noise, environmental health, public
services and utilities, and land use.
10. Potential significant impacts to groundwater quality resulting from the installation and use of underground fuel storage tanks
will be adequately mitigated through compliance with the Uniform Fire Code and State underground storage tank regulations
(WAC 173-360 and WAC 173-491).
11. No significant cultural/historical resources have been identified within the proposed project improvement 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.
CONCLUSIONS OF RESPONSIBLE OFFICIAL: The Responsible Official concludes that a Mitigated Determination of
Nonsignificance (MDNS) may be issued. This is based upon staff review of the environmental checklist and attachments,
other information on file with the City of Bremerton and the above -noted findings. The MDNS is supported by plans,
policies, and regulations adopted by the City of Bremerton for the exercise of substantive authority under SEPA.
MITIGATION: The Responsible Official has determined that the proposal does not have a probable significant impact on the
environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c), only if the folkLu nn
conditions are me t. This decision was made after review of a completed environmental checklist, other information on file with the
City of Bremerton, and existing regulations. This information is available to the public on request. These mitigation measures are
required as authorized under the Substantive Authority of SEPA in accordance with the guidelines contained in Chapter 21.12 of the
Bremerton Municipal Code and shall be implemented by the Proponent.
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1. Traffic Mitigation:
The Proponent will be required to participate in providing two left -tum lanes from southbound SR303 to eastbound Sheridan
Road and eliminating the two-way left turn lane (and associated left turn from SR303 southbound to the North Access Road
eastbound) as mitigation for their traffic impacts at such time that the City constructs this
improvement (which is expected within the next 5-10 years as part of a larger capital project). The Proponent will be required
to dedicate additional right-of-way (ROW) along SR303 and Sheridan Road and to financially contribute to the cost of
associated improvements at the Sheridan Road/SR303 intersection at that time. (see the pielfininwy cost estiniates in Tabim
!& 2, aS Presented in EngineCring DiViSiOn MCIZIOrmidani; dated jane H, 2061 addiessed to emis Hugo fiOL11 jClMiffi
See the following Item 1 -IA, Financing Requirements for a description of the
method to be used for ROW valuation and cost-sharing. The Proponent will be required to enter into an agreement with the
City regarding their contribution to this capital project prior to issuance of development permits.
ROW intended for future dedication to the City (e.g., New Spruce Street Extension) will be constructed in accordance with
the City's 2001 Standards.
1 -IA. Financing Requirements. The Proponent will utilize the following method for calculating the value of dedicated ROW and
estimating the Applicant's fair share:
Dedicated land needed for future projects (i.e. Sheridan/SR303 intersection improvements and Sheridan/New
Spruce Street Ext. intersection improvements) will be determined on a per square foot basis from a certified
appraisal done at the time of the improvements.
If land is dedicated, tThe dedicated
land value will be credited against the Proponent's proportionate share of each improvement.
The Proponent's proportionate share of such improvements will be determined by a traffic study conducted by the City in the
year proceeding start of construction on of the project. At the option of and for the convenience of the Proponent, the City
will accept financial payment from the Proponent earlier than commencement of construction for either anticipated capital
project. If such pre -payment is desired by the Proponent, the Proponent must agree in writing that it has reviewed the case
law on Benchmark Land Company vs. City of Battle Ground (103 Wash. App. 721, 14 P. 3`d 172, December 2000) and
acknowledges that such pre -payment is proportionate to the impact and within the nexus of the project. The amount of such
pre -payment will be equivalent to the proportion of the Proponent's traffic impact (trips during the PM peak hour) as
compared to the total traffic through the intersection times the cost of those improvements directly related to the Proponent's
traffic.
The proportion of the Proponent's traffic impact is estimated to be approximately 4.1% for the Sheridan and SR303
intersection (June 26, 2001 Gibson Traffic Consultants letter to Albertson). The estimated cost of construction for the future
capital project soley for those components which are attributable to the Proponent's traffic (i.e. road widening, channelization,
center barrier, new signal, curb gutter, and sidewalk) is $676,000 based on a Seattle ENR -CCI of 7600. The payment amount
will be adjusted in accordance with the current Seattle ENR -CCI and/or an updated Engineering cost estimate, with the
method to be determined by the City.
The proportion of the Proponent's traffic impact is estimated to be approximately 30.5% for the Sheridan and New Spruce
Street intersection (based on model output included in the May 26, 2001 GTC memorandum). The estimated cost of
construction for project components attributable to the Proponent's traffic (i.e. new signal and pedestrian crossings) is
$234,000 based on a Seattle ENR -CCI of 7600. The payment amount will be adjusted in accordance with the current Seattle
ENR -CCI and/or an updated Engineering cost estimate, with the method to be determined by the City.
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1-2. The Proponent will provide two left -turn lanes from westbound Sheridan Road to southbound SR303. The Proponent's
inclusion of one left -tum only lane, one left -turn and though lane, and one right -turn only lane on westbound Sheridan is
acceptable. The Proponent will need to modify the 5/29/01 site plan to accommodate the actual location of these lanes (see
Item 1-4).
The Proponent will pay for the cost of signal changes associated with the second left- turn lane from westbound Sheridan to
southbound SR303 at this time only. See Item 1-1 for City's additional requirements associated with this intersection.
1-4. The Proponent will dedicate additional ROW to the City on Sheridan Road, to accommodate new turn lanes sufficient to
maintain a bike path and sidewalk in addition to needed lane width. The total road width shall provide for 12 -foot outside lane
width, 11 -foot wide inside lane width, 5 -foot wide bike path (on both sides), 6 -foot wide planter strip (both sides), and 5.5 -
foot wide sidewalk (both sides) from the intersection with SR303 to the eastern boundary of the New Spruce Street Extension.
The Proponent will need to modify the 5/29/01 site plan to accommodate this. The Proponent's inclusion of sidewalk, curb,
gutter, bike lane, on the north side of Sheridan and curb and gutter only on the south side of Sheridan is acceptable.
The Proponent will provide 80 -foot long right tum pockets plus taper into the gas station driveway and into the driveway at
the new North Access Road. The pocket at the gas station will be located just north of a bulb -out that preserves the existing
signal support. The Proponent will also widen the driveway approach width and turning radius to provide an 18 -foot ingress
lane at the driveway into the new North Access Road. The Proponent will need to modify the 5/29/01 site plan to
accommodate this.
The Proponent will dedicate sufficient ROW contiguous to its property along SR303 and Sheridan Road to include the
sidewalk and road sections. The Proponent will need to modify the 5/29/01 site plan to accommodate this.
1-8. The Proponent will provide street lighting adjacent to property along SR303 and Sheridan Road consistent with the City's
Standards.
The Proponent will contribute to intersection improvements at Sheridan and New Spruce Street Extention only in proportion
to the Applicant's =traffic impact. Ere Applicant indicated pieference to dedicate Nevv SPLUCC Street ExtCn�iOrl aS cledi
See "NevwItem 1 -IA. Financing Requirements" for a description of the method to be
used for ROW valuation and cost-sharing.The Proponent will be required
to enter into an agreement with the City regarding their contribution to this capital project prior to issuance of development
penTuts.
2. Storm Water Mitigation:
2-1. The Proponent will provide a vault for detention on-site:
2-2. The Proponent will either 1) limit out -flow to 1.5 cfs, 2) construct new dedicated storm sewer, or 3) conduct drainage basin
modeling to insure storm water conveyance capacity usage will not detrimentally effect others in the basin.
The Proponent will conduct a Level 2 basin modeling analysis during the design phase of this project. The City expects this
quantitative evaluation to include the following level of detail: survey hydraulic control elevations from the upstream portion
of Stevens Canyon through the site and upstream ends of the basin, define conveyance capacity (allowing no less than 1 -foot
n
of freeboard to daylight at all open points along pipe route), estimate out -flow quantities and extent of conveyance capacity 9
used, and estimate existing and future potential additional flow in the remainder of the drainage basin.
2-3. The Proponent will provide treatment of storm water run-off via a bio-swale or other equally performing best management
practice (BMP) that is specifically recommended by the City's currently adopted Storm Water Manual for commercial
parking lot applications.
The Proponent will provide treatment via three separate bio-swales (gas station area, parking lot adjacent to SR303, setback
adjacent to VFW property,) the 6 -month storm flow and to detain in below -grade vault additional flows in accordance with
the City's Standards. In consideration of Item 1-1 and the associated need for ROW, the City will accept a below -grade storm
water treatment system that has been demonstrated to perform equal to or better than bio-swales, subject to an approved
monitoring and maintenance program to be carried out by the Applicant.
This Mitigated Determination of Nonsignificance (MDNS) 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 MDNS based on timely comments and may retain, modify, or, if significant adverse impacts are likely,
withdraw the MDNS. If the MDNS is retained, it will be final 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: Christopher R. Hugo, Director
Lead Agency: City of Bremerton
Building and Planning Department
City of Bremerton, Permit Center
286 4th Street
Bremerton, Washington 98337
(360)478-5275
Date of Issue:
June 22, 2001
Date of Publication:
June 24, 2001
Comment Deadline:
July 9, 2001
Appeal Deadline:
July 23, 2001
Christopher R. Hugo, Responsible Official
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 Mitigated Determination of Nonsignificance doe-, no constitute project approval. The applicant must
comply with all other applicable requirements of City of Bremerton Departments prior to receiving construction permits.
1724MDNSMIT.DOC
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CITY OF BREMERTON
BUILDING AND PLANNING DEPARTMENT
MITIGATED DETERMINATION OF NONSIGNIFICANCE
Environmental Application No. PLO 1-0031 Parcel No. 122401-2-038-2005
Date issued: June 21, 2001
Revised July 13, 2001, to reflect language clarification comments received prior to Comment Period Deadline.
ACTION: Commercial Site Plan review: Albertsons Grocery Store, ancillary Retail Shops structure, and Fuel Center.
PROPOSAL: Albertsons, Inc. proposes to redevelop a six (6) acre portion of the former Bremerton Middle School site. The
project proposal includes construction of a new 51,150 square foot, full service Albertsons Grocery Store. an
11,300 square foot ancillary structure for retail shops. and a 1.814 square foot "A -Express" fuel center Public
roadway improvements, associated parking, landscaping and utility infrastructure improvements are also proposed.
LOCATION: The project site is located at the northeast corner of Wheaton Way (SR30 3) and Sheridan Road in the NW Quarter.
of Section 12, Township 24 North, Range 1 East, W.N1.
PROPONENT: Albertsons, Inc.
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 autlionty under the Washington State
Environmental Policy Act (SEPA) pursuant to RCW 43.21C.060.
FINDINGS OF FACT:
Proposal is for the construction of a new 51,150 square foot, full service Albertsons Grocery Store, an 11300 square foot
ancillary structure for retail shops. and a 1.814 square foot "A -Express" fuel center with underground fuel storage tanks
Associated site development includes the export of approximately 7,000 cubic yards of excavated material, and the
importation and grading of approximately 2,200 cubic yards of sub -base material for impervious surface placement.
Approximately 85% of the proposed development area will be covered with impervious surfaces including provisions for
parking 260 vehicles. Public roadway improvements. associated parking, fencing, landscaping and utility infrastructure
improvements and an on-site storm water/drainage system are also proposed. The project will be served by public water and
sewer.
The proposal is located on a six (6) acre portion of the former Bremerton Middle School site, located at the northeast corner
of Wheaton Wav (SR -303) and Sheridan Road. Topographically. the site is relatively flat and is devoid of any significant
vegetation. No wetlands or surface waters are located on the site. The project is located in a General Business (GB) zone
classification and land use in the vicinity includes some mixed use strip commercial on both sides of SR -303 (Wheaton
Way). Improved ball fields are located immediately east of the project and school facilities remain functional on the north
side of the proposal site.
A Traffic Impact Analysis was prepared by Gibson Traffic Consultants and presented for review February 14. 2001
Supplemental traffic analysts reports were prepared on April 26. 2001 and on May 26. 2001. The reports analyzed the
impacts of traffic generated from the proposed commercial development on the street system serving the proposed project
The proposed development at full occupancy is expected to result in an increase of 3.915 daily vehicle trips, including 366
vehicle trips during the PM peak hour The Engineering Division of the City of Bremerton has determined that the
proposal may result in significant impacts to the City's transportation systein and that improvements to the transportation
system will be necessary to accommodate the development. Potential significant impacts associated with increased traffic
generated by this development will be adequately mitigated through compliance with the traffic mitigation measures listed
in the MITIGATION section of this Mitigated Determination.
:1%
A preliminary Stormwater Management Plan was prepared by Pacific Land Design and presented for review on March 5,
2001. The Engineering Division of the City of Bremerton has determined that the proposal may result in significant
impacts to the City's storm drainage system and that improvements to the storm drainage system will be necessary to
accommodate the development. Pursuant to BMC 15.010.020 and 15.040.042, Bremerton Stormwater System Development
and Construction Standards a storm drainage plan and subsequent installation of an approved stormwater management
system on the project site is required. Potential significant impacts associated with increased storm water management
responsibilities generated by this development will be adequately mitigated through compliance with the storm drainage
mitigation measures listed in the MITIGATION section of this Mitigated Determination.
5. The grading and placement of fill material increase the likelihood of erosion and sedimentation. Pursuant to BMC, Chapter
21.12, Critical Lands Ordinance, 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. Potential significant
adverse impacts associated with erosion and sedimentation are adequately mitigated through compliance with this
regulation.
6. Review of the project's plan for the excavation, placement and grading of approximately 9,200 cubic yards of material
indicates that the proposal could result in significant impacts to air quality by increasing the likelihood of fugitive dust. A
Fugitive Dust Control Plan is required to be approved and implemented oil the project site pnor to and dunng site
development. Potential significant impacts associated with air quality degradation as a result of fugitive dust will be
adequately mitigated through compliance with the approved plan.
7. 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 — Wetlands and Stream Corridors, 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.
8. No other state or federal candidate, threatened or endangered plant or animal species or liabitat have been identified. within
the Plan's project sites.
9. The proposal will have no significant adverse environmental impacts on animals. water. noise, environmental health, public
services and utilities, and land use.
10 Potential significant impacts to groundwater quality resulting from the installation and use of underground fuel storage
tanks will be adequately mitigated through compliance with the Uniform Fire Code and State underground storage tank
regulations (WAC 173-360 and WAC 173-491).
11. No significant cultural/histoncal resources have been identified within the proposed project improvement site. If, however.
during construction, any artifacts are uncovered, the Bremerton Building and Planning Department at (360) 478-5275, the
Suquainish Tnbe at (360) 394-524, and the State Histonc Preservation Office in Olympia at (360) 7.53-4405, must be
notified.
CONCLUSIONS OF RESPONSIBLE OFFICIAL: The Responsible Official concludes that a Mitigated Determination of
Nonsignificance (MDNS) may be re -issued with language modifications. Tliis is based upon staff review of comments
received prior to the expiration of the comment period, the environmental checklist and attachments, other information on
file with the City of Bremerton and the above -noted findings. The MDNS is supported by plans, policies, and regulations
adopted by the City of Bremerton for the exercise of substantive authority under SEPA.
J
MITIGATION: The Responsible Official has determined that the proposal, as modified, July 13, 2001, for language clarification,
does not have a probable significant impact on the environment, and an Environmental Impact Statement (EIS) is not required under
RCW 43.21C.030(2)(c), only if the following conditions are met. This decision was made after review of comments received prior to
the expiration of the comment period, a completed environmental checklist, other information on file with the City of Bremerton,
and existing regulations. This information is available to the public on request. These mitigation measures are required as
authorized under the Substantive Authority of SEPA in accordance with the guidelines contained in Chapter 21.12 of the Bretherton
Municipal Code and shall be implemented by the Proponent.
1. Traffic Mitigation:
1-1. The Proponent will be required to participate in providing two left -turn lanes from southbound SR303 to eastbound Sheridan
Road and eliminating the two-way left turn lane (and associated left turn from SR303 southbound to the North Access Road
eastbound) as mitigation for their traffic impacts at such time that the City constructs this improvement. The Proponent will be
required to financially contribute on a fair share basis to the cost of associated improvements at the Sheridan Road/SR303
intersection at that time. See the following Item I -IA. Financing Requirements for a description of the method to be used for
ROW valuation and cost-sharing. The Proponent will be required to enter into an agreement with the City regarding their
contribution to this capital project prior to issuance of development permits.
ROW intended for future dedication to the Citv (e.g., New Spruce Street Extension) will be constructed in per the project plan
dated 6/6/01 and accordance with the City's 2001 Standards.
1 -IA. Financing Requirements. The Proponent will utilize the following method for calculating the value of dedicated ROW and
estimating the Applicant's fair share:
Dedicated land needed for future projects (i.e. Shendan/SR303 intersection improvements and
Sheridan/New Spruce Street Ext. intersection improvements) will be determined on a per square foot basis
from a certified appraisal done at the time of the improvements. If land is dedicated, the land value will
be credited against the Proponent's proportionate share of each improvement.
The Proponent's proportionate share of such improvements will be determined by a traffic study conducted by the City
in the year proceeding start of construction on of the project. At the option of and for the conveiuence of the Proponent.
the City will accept financial payment from the Proponent earlier than commencement of construction for either
anticipated capital project. If such pre -payment is desired by the Proponent, the Proponent must agree in writing that it
has reviewed the case law on Benchmark Land Company vs City of Battle Ground (10 3) Wash. App. 72 1, 14 P. 3"' 172.
December 2000) and acknowledges that such pre -payment is proportionate to the impact and within the nexus of the
project. The amount of such pre-payinent will be equivalent to the proportion of the Proponent's traffic impact (trips
during the PM peak hour) as compared to the total traffic through the intersection times the cost of those improvements
directly related to the Proponent's traffic.
The proportion of the Proponent's traffic impact is estimated to be approximately 4.1 % for the Sheridan and SR303
intersection (June 26, 2001 Gibson Traffic Consultants letter to .Albertsons). The estimated cost of construction for the
future capital project soley for those components which are attributable to the Proponent's traffic (i.e. road widening,
channelizat►on, center barner, new signal, curb gutter, and sidewalk) is $676.000 based on a Seattle ENR -CCI of 7600.
The payment amount will be adjusted in accordance with the current Seattle ENR -CCI and/or an updated Engineering
cost estimate, with the method to be determined by the City
The proportion of the Proponent's traffic impact is estimated to be approximately 30.5% for the Sheridan and New
Spruce Street intersection (based on model output included in the May 26. 2001 GTC memorandum). The estimated
cost of construction for project components attributable to the Proponent's traffic (i.e. new signal and pedestrian
crossings) is $234,000 based on a Seattle ENR -CCI of 7600. The payment amount will be adjusted in accordance with
the current Seattle ENR -CCI and/or an updated Engineering cost estimate, with the method to be determined by the
City.
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1-2. The Proponent will provide two left -turn lanes from westbound Sheridan Road to southbound SR303. The Proponent's
inclusion of one left -turn only lane, one left -turn and though lane, and one right -turn only lane on westbound Sheridan is
acceptable as shown in the project plans dated 6/6/01.
1-3. The Proponent will pay for the cost of signal changes associated with the second left- turn lane from westbound Sheridan to
soutlibound SR303 at this time only. See Item l -I for City's additional requirements associated with this intersection.
1-4. The Proponent will dedicate additional ROW to the City on Sheridan Road, to accommodate new turn lanes sufficient to
maintain a bike path and sidewalk in addition to needed lane width. The total road width shall provide for 12 -foot outside
lane width, 11 -foot wide inside lane width, 5 -foot wide bike path (on both sides), 6 -foot wide planter strip (both sides). and
5.5 -foot wide sidewalk (both sides) from the intersection with SR303 to the eastern boundary of the New Spruce Street
Extension. The Proponent's inclusion of sidewalk, curb, gutter, bike lane, on the north side of Sheridan and curb and gutter
only on the south side of Sheridan as shown in the project plans dated 6/6/01 is acceptable.
1-5. The Proponent will provide 80 -foot long right turn pockets plus taper into the gas station driveway and into the driveway at
the new North Access Road. The pocket at the gas station will be located just north of a bulb -out that preserves the existing
signal support. The Proponent will provide a driveway approach width and turning radius such that an 18 -foot ingress lane
is provided at the driveway into the new North Access Road.
1.7.1 The Proponent will dedicate sufficient ROW contiguous to its propemr along SR303 and Sheridan Road to include the
sidewalk and road sections as shown in the project plan dated 6/6/01.
1.8 The Proponent will provide street lighting adjacent to property along SR303 and Sheridan Road consistent with the Citv's
Standards.
1-9. The Proponent will contribute to intersection improvements at Sheridan and New Spruce Street Extention only in
proportion to the Applicant's traffic impact. See "Item I -IA. Financing Requirements' for a description of the method to
be used for ROW valuation and cost-sharing. The Proponent will be required to enter into an agreement with the City
regarding their contribution to this capital project prior to issuance of development permits
2. Storm Water Mitigation:
2-1 The Proponent will provide a vault for detention on-site.
2-2. The Proponent will either 1) limit out -flow to 1.5 cfs. 2) construct new dedicated storin sewer, or 3) conduct drainage basin
modeling to insure storm water conveyance capacity usage will' not detrimentally effect others in the basin.
The Proponent will conduct a Level 2 basin modeling analysis during the design phase of this project. The City expects
this quantitative evaluation to include the following level of detail sun••ey hydraulic control elevations from the
upstream portion of Stevens Canyon through the site and upstream ends of the basin, define conveyance capacity
(allowing no less than 1 -foot of freeboard to daylight at all open points along pipe route), estimate out -flow quantities
and extent of conveyance capacity_ used, and estimate existing and future potential additional flow in the remainder of
the drainage basin.
2-3. The Proponent will provide treatment of storin water run-off via a bio-swale or other equally performing best management
practice (BMP) that is specifically recommended by the City's currently adopted Storm Water Manual for commercial
parking lot applications.
The Proponent will provide treatment via three separate bio-swales (gas station area, parking lot adjacent to SR3033.
setback adjacent to VFW property,) the 6 -month storm flow and to detain in below -grade vault additional flows in
accordance with the City's Standards. In consideration of Item 1-1 and the associated need for ROW, the City N% -Ill
accept a below -grade storm water treatment systein that has been demonstrated to perform equal to or better than bio-
swales, subject to an approved monitoring and maintenance program to be carried out by the Applicant.
A
This Modified Mitigated Determination of Nonsignificance (MDNS) is issued under WAC 197-11-350. The Responsible Official
has reconsidered the June 22, 2001 MDNS based on timely comments and has elected to retain, with language modifications for
clarification, the MDNS. As the MDNS, with modifications, is being retained it is being reissued as a final document with no
comment period. No permits may be issued, and the applicant shall not begin work, until the comment deadline has expired and am'
other necessary permits are issued.
Responsible Official: Christopher R. Hugo, Director
Lead Agency: City of Bremerton
Building and Planning Department
City of Bremerton, Permit Center
286 4th Street
Bremerton, Washington 98337
(360)=478-5275
Date of Re -Issue:
Date of Re -issue Publication
Comment Deadline:
Appeal Deadline:
July 16, 2001
July 18, 2001
Re -issued with no comment period.
August 1, 2001
Christopher R: Pugo, Responsible O Icial
NOTE: Pursuant to RCW 43.210.075 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 Date of Re -issue.
NOTE. The issuance of this Modified Mitigated Determination of Nonsignificance does not constitute project approval. The
applicant must comply with all other applicable requirements of City of Bremerton Departments prior to receiving construction
permits.
1724MDNSMIT.DOC