17-1009011�kCITY OF
Federal Way
March 30. 2017
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoKederalway. corn
Jim Ferrell, Mayor
Ivana Halvorsen Email: ialvorsen@barghausen.com
Barghausen Consulting
18215 72$"' Avenue South
Kent, WA 98032
Re: Nile #17-100901-00-PC, PREAPPLICATION CONFERENCE SUMMARY
Jackson Energy Fuel Truck Maintenance Facility, 34520 9th Ave South, Federal Way
Dear Ms. Halvorsen:
Thank YOU for participating in the preapplication conference with the City of Federal Way's Development
Review Committee (DRC) held March 16, 2017. We hope that the information discussed at that meeting
was helpful in understanding the general requirements for your project as submitted.
This letter summarizes comments given to you at the meeting by the members of the DRC. The members
who reviewed your project and provided comments include staff from the City's Planning and Building
Divisions and Public Works Department, and representatives from Lakehaven Utility District and South
King Fire and Rescue. Some sections of theFederal Way Revised Code (FWRC) and relevant information
handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable
codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes
for all additional requirements that may apply to your project.
The key contact for your project is Jim Harris, 253-835-2652, jiim.ttall-is u7cityoffederalway.com. For
specific technical questions about your project, please contact the appropriate DRC representative as
listed below. Otherwise, any general questions about the preapplication and permitting process can be
referred to your key contact.
PROJECT DESCRIPTION
Proposal to construct 3,920 square -foot commercial building and facility for parking up to 13 commercial
fuel delivery trucks at vacant property located at 34520 9"' Avenue South, Federal Way, WA, King
County tax parcel number 926480-0070.
MAJOR ISSUES
Outlined below is a sun3mary of the major issues of your project based on the plans and information
submitted for preapplication review. These issties can change due to modifications and revisions in the
plans. These major issues only represent comments. that the DRC consider most significant to your project
and do not include the majority of the comments provided. The major issues section is only provided as a
means to highlight critical requirements or issues. Please be sure to read the entire department comments
made in the next section of this letter.
Ms. Halvorsen
March 30. 2017
Paoc
Planning Division
1. City staff anticipates that there could be significant public input and comment on the proposed
truck facility and we strongly encourage you to meet with nearby neighbors and property
owners prior to submittal of the Process III application.
2. A parking analysis must be provided with the Process III application.
3. The proposed commercial truck parking use may necessitate additional width and density of
landscaping over the in inimum code requirements, in order to effectively screen the proposed
use fi-om the public right-of-ways and nearby properties.
4. The subject property is located within a five-year wellhead protection zone and wellhead
protection regulations apply pursuant to FWRC Chapter 19.145, Environmentally Critical
Areas.
Public Works Development Services Division
Stormwater must be controlled and treated prior to discharge from the site, as outlined in the 2016
King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to
the 2016 KCSWDM. Conservation Flow Control, Enhanced Basic Water Quality, and Best
Management Practices will be required.
Public Works Traffic Division
■ Transportation Concurrency Management (FWRC 19.90) — Transportation concurrency
permit with application fee of up to $4,650.00 (1 1-50 trips) is required for the proposed project.
• Traffic Impact Fees (FWRC 19.91) — Traffic impact fees are required for commercial
development and will be assessed at building permit.
• Frontage Improvements (FWRC 19.135.040)— Construct street frontage improvements and
dedicate right-of-way (ROW) along the property frontage on S 344"' Street and 9`�' Avenue S.
• Access Management (FWRC 19.135.260) — The development shall meet access management
standards.
South King Fire and Rescue
This tank vehicle parking location can be approved provided:
1. Tank trucks on site must be unloaded (as empty as practically possible) when parked and left
unattended. A sign to this effect must be posted in parking area.
2. Approved barriers are provided and maintained to prevent parking closer than 50 feet from all
buildings, and 500 feet from the school building to the south.
3. The parking surface shall be graded to prevent the accumulation of an accidental release of
liquids within 50 feet of the lot lines. This shall be calculated based on an immediate release of
the single largest tank expected to be parked onsite.
4. The site shall be fenced to prevent unauthorized entry.
The building proposed onsite must be designed to IBC specifications for an H3 occupancy.
DEPARTMENT COMMENTS
Outlined below are the comments made by the representatives of each department present at the
preapplication conference. Each section should be read thoroughly. If you have questions, please contact
the representative listed for that section.
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COMMUNITY DEVELOPMENT - PLANNING DIVISION (Jim Harris, 253-835-2652,
jirn.harrisCa eitvoffed_e3 a1waY.cOm}
Zoning Designation and Use — The subject property is zoned Commercial Enterprise (CE). The
proposed use is fuel truck parking and service, with parking for 13 commercial fuel tricks. The
proposed use is permitted under the category "commercial vehicle facility and service yard" use in
the CE zone as listed within and subject to the regulations set forth in Use Zone Chart FWRC
19.240.020.
Slate Environmental Policy Act (SEPA) Environmental Review —The proposed use of parking for 13
commercial trucks is not categorically exempt from SEPA, as it is not a parking area for automobiles
under WAC 197-1 1-800.
With the land use application materials, submit eight copies of a completed and tha-ough SEPA
checklist.
Land Use Application — Establishment of the commercial vehicle facility and service yard and
development of the vacant site requires a Process Ill "Project Approval" Land Use Application as
the proposal is not exempt from SEPA review. Process III is an administrative site plan review
process conducted by city staff with a final written decision issued by the Director of Community
Development. The Process III review includes a public Notice of Application. A Process IiI
submittal requirements checklist is enclosed for your convenience.
4. Land Use Revieiv Tin7efrarnes — The Planning Division will notify the applicant of the application
status within 28 days of submittal. If the application is determined complete, staff will issue a Letter
of Complete Application. The FWRC limits the administrative review to 120 days from the date of a
complete application. The 120-day review period will stop any time the applicant has been requested
by the city to correct plans, perform required studies, or provide additional information needed to
issue a decision. The review period will begin within 14 days following submittal of requested items.
Please be advised that a response to any request for corrections and/or additional information must
be provided within 180 days of written notification, or the land use application will expire.
5. Public Notice & Mailing— Process III applications and SEPA determinations require a public notice
and 15-day comment period. Within 14 days of issuing the Letter of Complete Application, a Notice
of Application will be published in the Federal bray Mirror, posted on the subject property, and
placed at the city's three designated notice boards.
Since SEPA review and Process III are required for the proposal, you will need to provide one set of
stamped; business size envelopes addressed to property owners within 300 feet of the subject
property in accordance with the standards on the enclosed mailing label handout. SEPA notification
will be done in compliance with FWRC 14.10.040.
City staff anticipates that there could be significant public input and comment on the proposed truck
facility and we strongly encourage you to meet with nearby neighbors and property owners prior to
submittal of the Process III application. Specifically, due to the potential off -site encumbrances that
could occur to properties due to implementation of Fire Code standards and separation requirements,
we encourage you to discuss the proposal with Federal Way School District representatives, St.
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Francis Hospital representatives, and all other nearby property owners. This early public outreach
could help identify any community concerns and comments early in the process.
General Zoning Regulations — The Use Zone Chart of FWRC 19.240.020 provides regulations for the
proposed use of commercial vehicle facilities and service yard establishment use in the CE zone. The
following is only a portion of the zoning regulations governing the proposed uses in the CE zone. The
applicant should consult the referenced use zone chart prior to submitting a Master Land Use
Application:
a. Required Yards, Lot Coverage, Building Height— Minimum required yards, lot coverage and
building height for commercial vehicle facility and service yard use as follows:
i. Front: 20-foot minimum building setback, and 15-foot minimum building setback from side
and rear property lines.
ii. Maximum lot coverage— none; the buildable area will be determined by other site
development requirements (i.e., required buffers, parking lot landscaping, surface water
facilities, etc.).
iii. Maximum building height-40 feet above average building elevation outright maximum
height with possible height increases as identified in FWRC 19.240.020.
iv. Minimum lot size is 1.5-acre lot, which is met on the existing parcel.
7. Parking Area Sup face — Pursuant to FWRC 19.130.210, the applicant shall surface the parking areas,
driveways, and other vehicular circulation areas with a material comparable or superior to the
surface material of the right-of-way providing vehicle access to the site.
Parking— Pursuant to FWRC 19.240.020, required parking is determined on a case -by -case basis for
the proposed use. A parking analysis must be provided with the Process IiI application.
Parking lot design criteria are based on the enclosed Parking Lot Design handout. Typical 90-degree
design standards are 9 x 18 foot stalls with 25-foot-wide 2-way drive aisles.
Landscaping— Landscape requirements are contained in FWRC Chapter 19.125 "Outdoors, Yards,
and Landscaping." Following are the key landscape requirements for the project.
a) A landscape plan prepared by a Washington State licensed landscape architect shall be
submitted with the Process III application. Please follow general guidelines outlined in FWRC
19.125.040(1) through (28) when preparing the site plan and landscape plan, especially: (22)
Screening of blank building walls. Building walls which are uninterrupted by window, door, or
other architectural feature(s) listed in FWRC 19.115.060(3)(b), that are 240 square feet or
greater in area, and not located on a property line, shall be screened by landscaping. Such
planting shall include trees, shrubs, and �(Iroundcover appropriate for the area proposed.
b) Per FWRC 19.125.060(9), for industrial uses within the Commercial Enterprise (CE) zone,
Type 11 landscaping a minimum of 10 feet in width shall be provided along all four property
lines. Type II landscaping is a visual screen landscape area that may be less than a 100 percent
solid screen between incompatible uses. Type Ii landscaping is a combination of trees, shrubs
and groundcover densely planted and spaced to provide a visual screen buffer.
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FWRC 19.125.070(5)(a) requires that a three -foot -,tall bean (or increased plantings) be
installed in perimeter landscaping buffers screening parking areas from the adjacent right-
of-way.
The proposed commercial truck parking use may necessitate additional width and density of
landscaping over the minimum code requirements in order to effectively screen the proposed use
from the public right-of-ways and nearby properties. The widths of the landscape buffers adjacent
to the right-of-ways shown on the preliminary site plan are a more appropriate width and should
be implemented with the Process Iii application.
c) Parking Lot Landscaping— Twenty square feet of interior lot landscaping, per parking space,
must be provided in accordance with FWRC 19.125.070, "Parking Lot Landscaping." Type IV
parking lot landscaping is required to be installed at the ends of all rows of parking and disbursed
throughout the interior parking area. The site plan must list the specific size of each landscape
island proposed for interior parking lot landscaping in order to verify the required calculation is
provided. Landscape islands must be a minimum width ofsix.feet between stalls and at the ends
of rows. Lighting fixtures shall not replace any required interior parking lot landscaping.
10. Tree Density Requireinents — A tree and vegetation retention plan as required under FWRC
19.120.040(2) must also be submitted with the Process III land use application. The tree and
vegetation retention/replacement plan must be prepared by a certified arborist or certified landscape
architect. The standards require each development to maintain or provide a minimum tree unit
density. As required under FWRC 19.120.130(2), the minimum tree density in the CE zone is 20 tree
units per acre. The subject property's density would be a minimum of 41 tree units (20 tree units/ac
x 2.03 acres).
A tree unit is a value assigned to existing trees retained on the property and to new replacement
trees. The larger the tree, the greater value it is assigned. Required tree density can be composed
of retained trees and replacement plantings per FWRC 19.120.130. The tree and vegetation plan
must clearly show where the minimum of 41 tree units are to be located. The formal landscape
plan must detail information about tree unit credits and replacement. A tree density worksheet is
enclosed for your convenience.
l 1. Outdoor Activities and Storage — Pursuant to FWRC 19.125.170(3), as part of the Process IiI
application, the city will administi-atively review and either approve or deny any application for
outdoor use, activity, or storage based on the following standards:
(a) All outdoor use, activity and storage areas must c0777ply with required buffers for the primary
use.
(b) A minilnun7 six -foot -high solid screeningfence, wall, or other appropriate architect7ral
screening, surrounded by five feet of Type I landscaping cis defined by FWRC 19.122(1), or
combination of'architectural and landscape features, approved by the director of c077711777nity
development services is required around the outside edges of the area devoted to the outdoor use,
activity or storage area, unless deter7nined by the director that such screening is not necessary
because the use or stored materials (ire not visually obtrusive. Proposed architectural and
landscape screening methods shall be consistent with Chapter 19.115 FWRC C0177177unity Des7g17
Guidelines, and Article I of this chapter (Landscaping).
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12. Community Design Guidelines— Review of the proposal under the city's design guidelines, FWRC
Chapter 19.115, is required for the project and will occur as part of the Process III review. The
principal applicable guidelines for the project are noted below. However, this does not necessarily
include all applicable guidelines, and project designers must consult the guidelines in their entirety in
preparing an application. The application must include a written narrative identifying how the
proposal complies with the applicable design guidelines, as detailed.
Preliminary building elevations complying with the Community Design Guidelines must be
submitted with the land use application.
a. FWRC 19.1 15.010(2) CPTED — Implement Crime Prevention through Environmental Design
(CPTED) principles to reduce opportunities for criminal activities to occur. The city's Police
Department and Planning Division will evaluate and review the Process III application for
compliance with CPTED principles. A completed CPTED checklist must be submitted with
Your application.
i. Natural Surveillance — Promote visibility of public spaces and areas.
ii. Access Control— Identify techniques that deter unauthorized and/or inappropriate access.
i i i. OWnership — Reduce perception of areas as ownerless.
b. FWRC 19.1 15.050 Site Design — Refer to all sections of this chapter for site design standards.
Key sections include:
(1) General criteria (d), (f), and (g)
(2) Surface parking lots (a), (b), (c), and (e)
(4) Pedestrian circulation and public spaces (a) and (b)
(5) Landscaping
(6) Commercial services (a)
(7) Miscellaneous (a)
C. FWRC 19.1 15.060 Building Design — Refer to all sections of this chapter for building desic'n
standards. Key sections include:
(I ) General Criteria (c)
(2) Building facade modulation and screening options— (a), (b), (c) and (d).
All building facades are both longer than 60 feet and visible from either a right-of-way or
residential use or zone and shall incorporate facade treatment according to this section.
Subject facades shall incorporate at least two of the four options on each facade. Options
intended to break up the mass of large buildings include: (a) facade modulation; (b)
landscape screening; (c) canopy or arcade; and (d) pedestrian plaza.
(3) Building facades visible from rights -of -way should incorporate methods of
articulation and accessory elements in the overall architectural design, for example
display windows, window openings with visible trim material, vertical trellis, artwork,
decorative masonry or metal patterns or grillwork, relief, material variations, etc.
d. FWRC 19.1 15.070 Building and Pedestrian Orientation — Requirements of this section apply to
the project (FWRC 19.115.070[1][a]).
e. FWRC 19.1 15.090(2) District Guidelines for the Commercial Enterprise (CE) Zone —
Requirements of this section apply to the project (FWRC 19.1 15.090[2][a] — [f]). Please
reference these applicable code citations on the City's website at Cityoffederalway.com.
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13. Five -Year Wellhead Protection Zone — The subject property is located within a five-year wellhead
protection zone and wellhead protection regulations apply pursuant to FWRC Chapter 19.145,
Environmentally Critical Areas. The development must comply with Chapter 19.145, specifically
Article V, Critical Aquifer Recharge Areas. Key portions of the FWRC Critical Aquifer Recharge
areas are summarized below. Please consult the FWRC for all portions of the code.
(1) Any proposed development located in critical aquifer recharge areas shall submit a hazardous
materials inventory state7nent with a permit, land use, or business license application.
(2) Hazardous materials are involved and the proposal has the potential to significantly impact
critical aquifer recharge areas. The city may require a hydrogeologic assessment with a
critical areas report to be prepared by a qualified professional in order to determine the
potential impacts of contamination on the aquifer.
Pursuant to FWRC 19.145.490, if hazardous materials are involved and the proposal
has the potential to significantly impact critical aquifer recharge areas, the city inay
require a hydrogeologic assessment with a critical areas report to be prepared by a
qualified Professional in order to determine the potential impacts of contamination on
the aquifer. The. re -port shall include the following site and proposal -related
in formation:
(i) Information regarding geologic and hydrogeologic characteristics of the site,
including the surface location of the capture zone in which it is located and the type gf
infiltration of the site.
(ii) Groundwater depth, flow direction, and gradient.
(iii) Location of other critical areas, including surface waters, within 200 feet of the
site.
(iv) Best management practices and integrated pest management proposed to be used,
including:
(A) Predictive evaluation ofgroundivater withdrawal effects on nearby wells and
sun face water -features;
(B) Predictive evaluation of contaminant transport based on potential releases to
groundwater; and
(Q Predictive evaluation of changes in the infiltraition/recharge rate.
(3) A spill containment and response plan finny be required to identify equipment and/or
structures that could fail, and shall include provisions for inspection as required by the
applicable state regulations.
(4) A groundwater monitoring plan n7ay be required to monitor quality and quantity of
groundwater, surface water runoff, and/or site soils. The city may require the owner o_f
a facility to install one or more groundwater monitoring swells to accommodate the
required groundwater monitoring. Criteria used to determine the need for site
inonilorinc' shall include, but not be limited to, the proximity of the facility to
production or ionitoring iavells, the type and quantity of hazardous materials on site,
and whether or not the hazardous materials are stored in underground vessels.
(5) The city may employ an outside consultant at the applicant's expensefor third party
review of the critical areas report, hydrogeologic assessment, the spill containment and
response plan, and the groundwater monitoring plan.
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14. Rooftop Mechanical Equipment — Per FWRC 19.1 10.070, vents and similar appurtenances that
extend above the roofline must be surrounded by a solid sight -obscuring screen that is integrated into
the architecture of the building and obscures the view of the appurtenances from adjacent streets and
properties. Please provide screening details on the elevation drawings.
15. Lighting— In addition to CPTED lighting standards, the following shall apply: lighting levels shall
not spill onto adjacent properties (FWRC 19.105.030); lighting shall be provided in all loading,
storage, and circulation areas; and lighting standards shall not reduce the amount of landscaping
required for the project (FWRC 19.115.050). A photometric lighting plan that meets the standards of
the Illuminating Engineering Society (IES) minimum outdoor light levels will be required with the
Process III application.
16. Garbage and Recycling— The new building(s) must include provisions for trash and recycling
facilities as described in FWRC 19.125.040(4) and FWRC 19.125.150. The exterior trash enclosure
area may not be located within landscape buffer areas, must be screened according to the landscape
chapter, and must be architecturally consistent with the design of the primary structure on site.
Please also consider locating an additional trash facility near the truck parking area, in addition to what
will be provided for the buildin<G.
17. Clearing & Grading— The applicant is required to obtain clearing and grading plan approval as a
component of Process III review. Consult FWRC 19.120.040(1) for items that are required to be
included on the plan, including the anticipated amounts of cut and fill.
18. Tacoma Smelter Plume — The subject property is located in the Tacoma Smelter Plume detect area
expected to contain less than 20.0 ppm arsenic and lead concentration. The 20 PPM is under the
threshold for testing, therefore no soil testing is required. However, if you would like to participate
in testing, contact Eva Barber, Technical Assistance Coordinator, Department of Ecology, at
Eva.Bai•ber@ecy.wa.gov or 360-407-7094 regarding the Voluntary Soil Clean -Up Program.
19. Time Limitations — Per FWRC 19.15.100(2), the applicant must substantially complete construction
for the development activity and complete the applicable conditions listed in the decision within five
years after the final decision. Requests for time extensions may be granted by the Director of
Community Development if criteria set forth in FWRC 19.15.1 10 can be met.
20. Application Fees & Submittal— Please contact the Permit Center at 253-835-2607 or
per•miteenter�3a cityoffederalway.com for updated fee schedules for applications and permits.
PUBLIC WORKS — DEVELOPMENT SERVICES DIVISION (Cole Elliott, PE, 253-835-2730,
tole.elliott�c i,,citvoffederalway.com )
Land Use Issues — Stormwater
Surface water runoff control and water quality treatment will be required per the 2016 King Coin?
Sanface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 2016
KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of land use
site plan submittal, a preliminary Technical Information Report (TiR), addressing the relevance of
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the project to the nine core and five special requirements of the KCSWDM will be required. A Level
1 downstream analysis shall also be provided in the preliminary TIR. The City has V = 100', five-
foot contour planirnetric rnaps that may be used for basin analysis.
2. The project lies within a Conservation flow control area, thus the applicant must design the flow
control facility to meet this performance criteria. In addition to flow control facilities, Best
Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies
within an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet
the treatment criteria of the Enhanced Basic Water Quality Menu.
If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer
must be provided to verify infiltration suitability.
Detention and water quality facilities for private commercial developments outside the City Center
Core must be above ground (i.e. open pond). Underground facilities are allowed only with approval
from the City of Federal Way Public Works Department.
Show the proposed location and dimensions of the detention and water quality facilities on the
preliminary plans.
Since this project exceeds more than one acre of disturbance during construction, a National
Pollutant Discharge Elimination System (NPDES) construction stone water permit may be required.
Information regarding this permit can be obtained from the Washington State Department of
Ecology at http://www.ecy.wa.gov/programs/wq/stormwater/construction/index.html or by calling
3 60-407-6048.
During the DRC meeting a question of a Late Comers payment for Lake 6 was raised. Additional
research indicated that a Late Comers was paid by previous proposed developers and that the
reimbursement period for the Late Comers Agreement has expired. We have included the
information we have in this packet.
Right -of -Way Improvements
See the Traffic Division comments from Erik Preston, Senior Traffic Engineer, for traffic related
items.
2. If dedication of additional right-of-way is required to install street frontage improvements, the
dedication shall be conveyed to the City through a statutory warranty deed. The dedicated area must
have clear title prior to recording.
3. All stormwater treatment and detention requirements outlined above may apply to any improvements
within the public right-of-way.
EN Permit Issues
Engineered plans are required for clearing, grading, road construction, and utility work. Plans must
be reviewed and approved by the City. Engineering review fees are $2,430.00 for the first 12 hours
of review, and $135.00 per hour for additional review time. A final TIR shall be prepared for the
project and submitted with the engineering plans. Both the TiR and the plans will require the
signature/seal of a professional engineer registered/licensed in the State of Washington.
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2. In addition to engineering approval, short plats and subdivisions are required to obtain a separate
permit for grading. Details and fees may be obtained from the Building Department.
3. The Federal Way Public Works Development Standards Manual (including standard detail drawings,
standard• notes, and engineering checklists) is available on the City's website at:
www,cityoffederalway.com/nodeJ1 46 to assist the applicant's engineer in preparing the plans and
Ti R.
4_ Bonding is required for all street improvements and temporary erosion and sediment control
measures associated with the project. The bond amount shall be 120 percent of the estimated costs of
the improvements. An administrative fee deposit will need to accompany the bond to cover any
possible legal fees in the event the bond must be called. Upon completion of the installation of the
improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30
percent of the original amount and held for a two-year maintenance period.
5. The developer will be responsible for the maintenance of all storm drainage facilities (including the
detention and water quality facilities) and street systems during the two-year maintenance period.
During that time, the Public Works Inspector will make periodic visits to the site to ensure the
developer's compliance with the maintenance requirements. Upon satisfactory completion of the
two-year maintenance period, the remainder of the bond will be released. Maintenance for public
roads and subdivision drainage facilities then become the responsibility of the City. Maintenance for
private roads and drainage facilities, including short plats, remain the responsibility of the individual
property owners.
When topographic survey information is shown on the plans, the vertical datum block shall include
the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations
are called out.
7. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall
be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans.
8. Provide cut and fill quantities on the clearing and grading plan.
9. Temporary Erosion and Sediment -control (TESL) measures, per Appendix D of the 2009
KCSWDM, just be shown on the engineering plans.
10. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
PUBLIC WORKS — TRAFFIC DIVISION
(Erik Preston, 253-835-2744, erik.nrestonC7n.cit►,off'etie3'alway.com)
Transportation Concurrency Analysis (FWRC 19.90)
A Concurrency permit is required for this development project. The PW Traffic Division will
perform Concurrency analysis to determine if adequate roadway capacity exists during the weekday
PM peak period to accommodate the proposed development. Please note that supplemental
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transportation analysis and concurrency mitigation may be required if the proposed project creates
an impact not anticipated in the six -year Transportation Improvement Plan (TIP).
Staff is unable to determine trip generation for the proposed development using the Institute of
Transportation Engineers ITE's Trip Generation. Therefore, the applicant's traffic engineer needs to
submit a trip generation study to determine the number of trips generated by the proposed
development. At a minimum, the trip generation study shall include three (3) studies for similar land
use and settings. The methodology for determining the trip generation shall be based upon the
guidelines established in the most recent edition of the ITE Trip Generation Handbook. If no similar
facilities exist, the traffic engineer must write a report documenting the attributes of the proposed
land -use, comparing those to attributes of similar ITE land -uses, and developing a proposed PM
Peak Hour trip rate. Also provide justification for the use of an appropriate independent variable (i.e.
truck parking stalls, number of service bays, enclosed "office" building square footage, acres, etc.),
Transportation Impact Fees (TIF) (FWRC 19.91)
Based on the submitted materials for 3,920 square foot commercial building supporting a fuel truck
facility and 13 truck parking stalls, a traffic impact fee cannot be estimated at this time due to the lack of
trip generation information. Please note; the actual impact fee will be calculated based on the fee schedule
in effect at the time a completed building permit application is filed and paid prior to permit issuance
(FWRC 19.100.070 3(a)).
Street Frontage Improvements (FWRC 19.135)
The applicant/owner would be expected to construct street improvements consistent with the planned
roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Comprehensive
Plan (FWCP) and Capital Improvement Program (CIP) shown as Table 111-10 (FWRC 19.135.040).
Based on the materials submitted, staff conducted a limited analysis to determine the required street
improvements. The applicant would be expected to construct improvements on the following streets
to the City's planned roadway cross -sections:
■ 9"' Avenue S is a Principal Collector planned as a Type "K" street, consisting of a 44-foot
street with curb and gutter, 6-foot planter strips with street trees and streetlights, and 8-foot
sidewalks in a 78-foot right-of-way (ROW). Assuming a symmetrical cross section, 9-foot
ROW dedication and half -street improvements are required as measured from the street
centerline OR far side edge of travel way.
■ S 344t" Street is also a Principal Collector planned as a Type "R" street, consisting of a 40-
foot street with curb and gutter, 4-foot planter strips with street trees, 6-foot sidewalks, and
streetlights in a 66-foot right-of-way (ROW). Assuming a symmetrical cross section, 3-foot
ROW dedication and half -street improvements are required as measured from the street
centerline OR far side edge of travel way.
The applicant may make a written request to the Public Works Director to modify, defer, or waive
the required street improvements (FWRC 19.135.070). Information about right-of-way modification
requests is available through the Public Works Development Services Division. These modification
requests have a nominal review fee currently at $290 ($270.00 plus $20 recording fee).
17-100001-00-11C Doc ID.7i473
Ms. Halvorsen
March 30. 2017
Paoc 12
3. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety
purposes, taper rate shall be WS^2/60 or as directed by the Public Works Director.
4. The City's Comprehensive Plan identifies that S 344`' Street will be extended west to 1" Way S
between the Hospital and USPS properties. A preferred alignment has not been selected at this time,
but may require the City to acquire additional ROW to build intersection or roadway improvements
or re -align S 344°i Street. As such, we recommend locating structures away from S 344°' Street and
its intersection with 9t" Ave S. The currently proposed building location on the south side of the
property follows this recommendation.
Access Management (FWRC 19.135)
Access management standards are based on roadway safety and capacity requirements. FWRC
19.135.280 provides access standards for streets based on planned roadway cross -sections. Please
note that access classifications are per Drawing 3-1A in the Public Works Development Standards.
Access may be further restricted if such access would interfere with the 95"' percentile queue lengths
from any existing traffic control device.
For driveways that serve uses other than single-family residential uses and zero lot Iine townhouse
developments, the maximum driveway width is 30 feet for a two-lane„two-way driveway and 40 feet
for a three -lane two-way driveway (FWRC 19.135.270). Driveway widths may be increased in order
to provide adequate width for vehicles that may be reasonably expected to use the driveway, as
determined by the Public Works Director.
Misc. Safety related Comments
1. The applicant must submit a Vehicle Turning Diagram to the Public Works Traffic Division. This
diagram will show how the appropriate design vehicle (such as: Custom Fuel Truck) can enter,
maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb.
The provided exiting movement diagram is good, please add entering movements.
2. The City will monitor traffic conditions (queuing, collisions, etc.) on 9"' Avenue S and S 344`' Street
and shall reserve the right to lim it access to right -in and right -out at such time deemed necessary.
The City may limit access to right -in and right -out with any future development or redevelopment
that would utilize this driveway for access.
PUBLIC WORKS — SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770,
ra bvrr,c ity o f fed era 1 rya y.co m )
Solid Waste & Recycling Design Considerations
Solid waste and recycling design considerations for commercial or multi -unit residential housing include:
Space Required and Enclosure Basics
• Adequate space allocation for interior and exterior garbage, recycling, food waste, waste oil, yard
debris, hazardous waste, or biohazard collection containers. Minimum recycling space allocation
17-100001-00-11C Doc ID 7±473
Nls. Halvorsen
March 30- 2017
Page 13
is established by FWRC 19.125.150 (attached). Note that this typically makes up only about 1/3
of the combined space needed for solid waste and recycling containers combined.
10 In general, per unit services costs are lower for larger containers emptied less frequently. Sites
that do not allow ample space for containers will tend to have higher service costs over the long
term.
■ Basic solid waste and recycling services can be accommodated within a single enclosure with
clear interior dimensions measuring 10' deep by 20' across. A two -door swing -open or roll -open
cyate should span the front of the enclosure. When gate doors are opened, no structure or hardware
should remain above grade across the enclosure opening. Gate pins/holes are preferred for
holding gates in both closed and open positions to ease service access and maximize the life of
gate hardware.
• Sites may require a larger enclosure, or multiple enclosures, to accommodate on -site user access
and/or additional waste types and containers.
■ Plan for user access to interior waste and recycling storage areas/containers. and convenient
access to exterior containers screened by enclosure(s).
Vehicle and Service Access
• Plan for unobstructed enclosure ingress and egress for service vehicles, preferably in -line with
enclosure openings. Allow appropriate turning radii for service vehicles, and minimize potential
'blind spots' during entry and while backing.
Screening Specification for Enclosures
Consider landscaping, setbacks and screening requirements, based on FWRC 19.125.040 (4) & (5).
Large Scale Projects and On -Site Waste Compaction
• Note that larger -scale commercial or multi -unit housing developments may see long-term savings
from the use of on -site waste compaction equipment. Planning elements for this equipment
includes larger enclosure dimensions, defined overhead clearances, power utility access, and
drainage management.
o For grocery stores, restaurants, or multi -family facilities, "Self -Contained" waste
compactors are preferred over "Stationary" or "Break Away" compactors. Compactors
may need to be covered and connected to the sanitary sewer, since compacted wet wastes
can cause leakage and surface water nuisances.
• Mixed -use developments may also benefit from on -site waste compaction equipment. Additional
mixed -use development considerations include:
o Designated chutes and/or internal facility maintenance areas or services for tenant use,
o Movement of wastes and recycling items from interior units to collection areas, and
o Enabling access by business tenants and/or residents to exterior waste and recycling
enclosure(s).
Help with many design parameters related to service access is available via the City's contracted solid
waste services provider, Waste Management. Contact: Dian Young, Route Manager, at 253-804-6815
(office) or 206-786-4530 (cell).
Doc ID 7547;
17-I00901-00-I'C
Ms. Halvorsen
March 30.2017
Paae 14
COMMUNITY DEVELOPMENT —BUILDING DIVISION (Peter Lawrence, 253-835-2621,
Peter.Lawrenre cr}i eityoffe(leralway.eom)
International Building Code (IBC), 2015
Washington State Amendments WAC 51-50
International Mechanical Code (IMC), 2015
Washington State Amendments WAC 51-52
Uniform Plumbing Code (UPC), 2015
Washington State Amendments WAC 51-56 & WAC 51-57
International Fire Code (IFC), 2015
Washington State Amendments WAC 51 -54
National Electric Code (NEC), 2014
Accessibilit)- Code, ICC/ANSI Al 17.1 - 2009
Washington State Amendments WAC 51-51
Washington State Energy Code, 2015 WAC 5 1 -11
Building Criteria
Occupancy Classification: H-3, S-2, B
Type of Construction: V-B
Floor Area: 3920
Number of Stories: 2
Fire Protection: REQUIRED
Wind/Seismic: Basic wind speed 85 Mph, Exposure, 254 Snow load, Seismic Zone D-1
A completed building permit application and commercial checklist required. (Additional copies of
application and checklists may be obtained on our web site at www.cityoffederalway.com.)
Submit _5 sets of drawings and specifications. Specifications shall include: _2_ Soils report, _2_
Structural calculations, and _2 Energy calculations, _2_ Ventilation calculations. Note: A Washington
State Registered architects" stamp is required for additions/alterations (new or existing) of 4,000 gross
floor areas or greater unless specifically listed as an "exempt' structure per the Revised Code of
Washington (RCW).
Energy code compliance worksheets are required to be completed and included with your permit
application.
17- 10000 1 -00-PC Doc IU 7�47;
Ms. Halvorsen
March 30. 2017
Noe 15
A wet stamp and signature is required on all sheets of plans and on the cover page of any calculations
submitted.
Federal Way reviews plans on a first in, first out basis; however, there are some small projects with
inconsequential review requirements that may be reviewed out of order.
Some project may require a third party review or inspection. The cost to cover these fees is the
responsibility of the applicant. Any third party fee is in addition to regular permit fees and costs.
Review Timing
The first comment letter can be expected within 6-8 weeks of submittal date. Re -check of plans will occur
in one to three weeks after re -submittal.
Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally
submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response,
what changes have been made from the original drawings. Plans for all involved departments will be
forwarded from the Community Development Department.
Other Permits & Inspections
Separate permits may be required for electrical, mechanical, plumbing, fire suppression systems, and
signs. Applicants may apply for separate permits at any time prior to commencement of construction.
When required, special inspections shall be performed by WABO approved agencies or by agencies
approved by the building official prior to permit issuance. Construction must be approved by all
reviewing departments prior to final building division inspection.
All concerned departments (Planning, Public Works, Electrical, & Fire) must sign off before the Building
Department can final the structure for occupancy. Building final must be approved prior to the issuance of
a Certificate of Occupancy.
Construction projects may be required to have a pre -construction conference. If a pre -con meeting is
required, the general or representative, all subs, the architect or representative, the engineer or
representative, electrical contractor, and any other interested party, should attend this meeting. Meetings
will occur at the Building Department and will be scheduled by the inspector of record for the project.
Site -Specific Requirements
• A one -hour UL Listed assembly is required for separation of the S-2, H-3, and B occupancies.
+ 1 hour rated separation between the H-3 and S-2 occupancy.
• 1 hour rated separation between the H-3 and B occupancy.
• 1 hour rated separation between the S-2 and B occupancy.
+ Two restrooms will be required.
+ Provide a list of items that will be stored in the S-2 portion of the building.
• Allowable areas for an H-3 occupancy allowed per code.
The information provided is based on limited plans and information. The comments provided are
not intended to be a complete plan review and further comments are possible at time of building
permit plan review.
Doc I D 75J7.;
17-100e01-nu-rc
Ms. Halvorsen
March 30. 2017
Page 16
LAKEHAVEN WATER AND SEWER DISTRICT (Brian Asbury, 253-946-5407,
BAsbury@lakehaven.org)
Water
■ A Certificate of Water Availability issued separately by Lakehaven may be required to be submitted
with any land use and/or building permit applications (check witli land use agency for requirement).
Certificate is valid for one (1) year from date of issuance. if Certificate is needed, allow 1-2 work
days to issue for typical.
■ _ Fire Flow at no less than 20 psi available within the water distribution system is a minimum of
2,500+ GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical
performance of the water distribution system under high demand conditions. If more precise
available fire flow figures are required or desired, Applicant can request Lakehaven perform a
system hydraulic model analysis (separate from, or concurrent with, an application for Availability).
Current/2017 cost for a hydraulic model analysis is $210.00.
■ The site does not have any existing water service connections.
■ A water service connection application submitted separately to Lakehaven is required for each new
service connection to the water distribution system, in accordance with standards defined in
Lakehaven's current *Fees and Charges Resolution'. Non -single-family properties require separate
domestic (per building), irrigation (if irrigated landscaped areas are incorporated into the site
development), and fire protection (if required or installed) water service connections & meters.
• For water use during site construction/development, either the new water service(s) may be utilized
for this purpose, or a hydrant meter may be rented from Lakehaven for this purpose. Please contact
Lakehaven for further detail.
■ Service pressure(s) greater than 80 psi indicated, Pressure Reducing Valve(s) indicated. contact local
building official for requirements &/or additional information.
■ To -satisfy premise isolation requirements, the installation & satisfactory testing of an approved
backflow prevention assembly (BPA) adjacent to each domestic & irrigation service meter is
required pursuant to WAC 246-290-490 & Lakehaven standards regarding premise isolation. As low
health cross -connection hazards, either a double check valve assembly (DCVA) or reduced
pressure backflow assembly (RPBA) is required. Forthe fire -protection system, also as a low health
cross -connection hazard; a double check detector assembly (DCDA) or a reduced pressure detector
assembly (RPDA) is required for 3" & larger fire protection service connections. Contact
Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, CZoepfl [rlLakehaven.tll a,
253-946-5427) for additional information on premise isolation/BPA installation & testing
coordination.
■ Based on the proposal submitted, preliminary estimated Lakehaven water service connection
fees/charges/deposits (2017 schedule) will be as follows. Actual connection charges will be
determined upon submittal of service connection application(s) to Lakehaven. All Lakehaven fees,
charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to
change without notice.
■ Water Service/Meter Installation, Domestic, I" preliminary size: $4,230.00 deposit. Actual size TBD
by Lakehaven based on applicant's estimated maximum GPM usage rate.
• Water Service/Meter Installation, Irrigation, 1" preliminary size: $4,230.00 deposit. Actual size TBD
by Lakehaven based on applicant's estimated maximum GPM usage rate.
■ Water Service/Meter Installation, Fire -Protection, 4" preliminary service line size with 5/8"x3/4"
flow -detection meter: $290.00 fee. Actual service line size TBD by applicant's system designer.
■ Capital Facilities Charge(s)-Water: $0.00. Actual amount due TBD by Lakehaven based oil�
applicant's estimated annual total Water usage rate. Water system capacity credits are available for
17-100901-00-PC roc ID 7473
Ms. Halvorsen
March 30, 2017
Page 17
this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or
credited to the property for 8.76 Equivalent Residential Units (ERU). Please contact Lakehaven for
further detail.
ROW Permit Fee (City of Federal Way): $700.00.
Sewer
■ A Certificate of Sewer Availability issued separately by Lakehaven may be required to be submitted
with any land use and/or building permit applications (check with land use agency for requirement).
Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work
days to issue for typical.
• The site does not have any existing or previous sewer service connection.
• A separate Lakehaven Sewer Service Connection Permit is required for each new connection to the
sanitary sewer system or any modification (re -align, abandon, etc.) to an existing sewer service
connection, in accordance with standards defined in Lakehaven's current `Fees and Charges
Resolution'. Minimum pipe slope foi- gravity sewer service connections is 2%. In addition to all
other sewer service installation standards, installation of a Type 1, 48" monitoring manhole is
typically required on the private building sewer line, for all new or modified non-residential
connections.
■ Based on the proposal submitted, preliminary estimated Lakehaven water service connection
fees/charges/deposits (2017 schedule) will be as follows. Actual connection charges will be
determined upon submittal of service connection applications) to Lakehaven. All Lakehaven fees,
charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to
change without notice.
+ Sewer Service Connection Permit: $210.00 fee.
■ Capital Facilities Charge(s)-Sewer: $0.00. Actual amount due TBD by Lakehaven based on
applicant's estimated annual domestic only water usage rate. Sewer system capacity credits are
available for this property from system capacity charges previously assessed, paid directly to
Lakehaven, and/or credited to the property for 8.76 ERU. Please contact Lakehaven for further
detail.
+ ROW Permit Fee (City of Federal Way): $700.00.
General
■ All Lakehaven Development Engineering related application forms, and associated standards
information, can be accessed at Lakehaven's Development Engineering web pages
[l�ttp:llwww.lakehaven_orgI204/Development-En ins, eeri.3}.
All comments herein are valid for one (1) year and are based on the proposal(s) submitted and
Lakehaven's current regulations and policies. Any change to either the development proposal(s) or
Lakehaven's regulations and policies may affect the above comments accordingly.
It seems that rules/requirements in FWCC 1.9.145.470, 19.145.490 & 19.145.500(2) are all appropriate &
relevant.
SOUTH KING FIRE AND RESCUE (Chris Cahan, 253-946-7242, chris.cahannsouthkinafire.ora &
Gordon Goodsell, Fire Marshal / Deputy Chief, 253.946.7241)
This tank vehicle parking location can be approved provided:
Doc ID:75473
17-100901-00-1T
Ms. I lalvorsen
March 30. 2017
Pa"e 18
I. Tank trucks on site must be unloaded (as empty as practically possible) when parked and left
unattended. A sign to this affect must be posted in parking area.
2. Approved barriers are provided and maintained to prevent parking closer than 50 feet from all
buildings, and 500 feet from the school building to the south.
3. The parking surface shall be graded to prevent the accumulation of an accidental release of liquids
within 50 feet of the lot lines. This shall be calculated based on an immediate release of the single
largest tank expected to be parked onsite.
4. The site shall be fenced to prevent unauthorized entry.
The building proposed onsite must be designed to IBC specifications for an H3 occupancy.
IFC References:
5706.6.2 Parking.
Parking of tank vehicles shall be in accordance with Sections 5706.6.2.1 through 57 6.6.2.3.
'Exception: In cases of accident, breakdown or other emergencies, tank vehicles are allowed to be parked
and left unattended at any location while the operator is obtaining assistance.
5706.6.2.1 Parking near residential, educational and institutional occupancies and other high -risk
areas.
Tank vehicles shall not be left unattended at any time on residential streets, or within 500 feet (152 m) of
a residential area, apartment or hotel complex, educational facility, hospital or care facility. Tank vehicles
steal I not be left unattended at any other place that would, in the opinion of the fire chief, pose an extreme
life hazard.
5706.6.2.2 Parking on thoroughfares.
Tank vehicles shall not be left unattended on a public street, highway, public avenue or public alley.
Exceptions:
l . The necessary absence in connection with loading or unloading the vehicle. During actual fuel
transfer, Section 5706.6.1.2 shall apply. The vehicle location shall be in accordance with Section
5706.6.2.1.
2. Stops for meals during the day or night, where the street is well lighted at the point of parking. The
vehicle location shall be in accordance with Section 5706.6.2.1.
5706.6.2.3 Duration exceeding 1 hour.
Tank vehicles parked at one point for longer than I hour shall be located off of public streets, highways,
public avenues or alleys, and in accordance with either of the following:
l . Inside of a bulk plant and either 25 feet (7620 nun) or more from the nearest lot lime or within a
building approved for such use.
2. At other approved locations not less than 50 feet (15 240 min) from the buildings other than
those approved for the storage or servicing of such vehicles.
5706.6.3 Garaging.
Tank vehicles shall not be parked or garaged in buildings other than those specifically approved for such
use by the fire code official.
17- 10090 1 -00- PC
Doc ID 7547.i
Ms. Halvorsen
March 30. 2017
Pace 19
FEDERAL WAY POLICE DEPARTMENT (Lindsey Sperry, 253-835-6707,
lindsey.sperry@cityoffederalway.com
PD Concerns/Questions:
1) Is the intent of the property to be open/used 24-7 for truckers, such as a 'rest stop' would be?
2) What kind of premise security and access control is proposed for the main building? How will the
truckers access it to use the facilities? (Key cards, access codes, etc.)
3) At this time, I do not see any fencing proposed, only landscaping. Fencing would be highly
recommended by the police department to establish territorial enforcement of the property. Without
fencing it is highly likely that the property would be accessed by unwanted transients. This area of
the city is known to have many transients.
4) I do not see a lighting plan included. Lighting of the property is a main concern. If there will be
trucks stored with fuel parked on the property overnight there needs to be a substantial amount of
lighting along with security for the facility.
5) Police would like additional information about lighting plans, security plans, fencing and any
alarm/camera systems planned for the building or property as they become available through the
planning process.
6) Security of the property is of highest concern as it is located in close proximity to a school and
hospital.
CLOSING
This letter reflects the information provided at the preapplication meeting and is intended to assist you in
preparing plans and materials for formal application. We hope you found the comments useful to your
project. We have made every effort to identify major issues to eliminate surprises during the City's
review of the formal application. The completion of the preapplication process in the content of this letter
does not vest any future project application. Comments in this letter are only valid for one year as per
FWRC 19.40.070 (4).
As you know, this is a preliminary review only and does not take the place of the full review that will
follow submission of a formal application. Comments provided in this letter are based on preapplication
materials submitted.
Modifications and revisions to the project as presented for this preapplication may influence and modify
information regarding development requirements outlined above. In addition to this preapplication letter,
please examine the complete FWRC and other relevant codes carefully. Requirements that are found in
the codes that are not addressed in this letter are still required for your project.
If you have questions about an individual comment, please contact the appropriate department
representative noted above. Any general questions can be directed towards the key project contact, Jim
Harris 253-835-2652. We look forward to working with you.
Sincerely,
Harris
Planner
17-100901-00-Pc roc iD:7547;
Ms. Halvorsen
March 30. 2017
Page 20
enc: FWRC 19.240.020
Master Land Use Application
Process Ill Development Requirements Submittal Checklist
Process III Handout
Mailing Label Handout
Parking Lot Design Handout
'free Densitv Worksheet
OPTED Checklist
Hazardous Materials Inventory Statement
Critical Aquifer Recharge Areas
Lakehaven Attachment Map
FW Ordinance 98-316 - Lake 6 Latecomers Information
c: Ann Dower, Senior Engineering Plans Reviewer
Erik Preston, Senior Traffic Engineer, Public Works Traffic
Peter Lawrence, Building Division
Chris Cahan, South King Fire & Rescue
Brian Asbury, Lakehaven Water and Sewer District
Lindsey Sperry. Federal Way Police
17-1 oo1)o 1-oo-i)c
Doe iu 75473
RECEIVED
MAY 0 5 2017
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
NOTICE OF PUBLIC OUTREACH
JACKSON ENERGY TRUCK PARKING FACILITY
Dear Neighbor:
I would like to invite you to a neighborhood meeting to discuss Jackson Energy's
proposed development plan for the 2.26 acres located at the SEC of S. 344th Street and
9th Avenue South. Jacksons intends to build a 13-stall parking facility for empty fuel
delivery vehicles during those times when they are not in use. The development will
also include a building housing a manager's office, storage area and a truck bay for
safety inspection and minor maintenance such as headlights, mirrors and other safety
accessories.
The meeting will be held on May 9, 2017, 7:30-8:30pm, at King County Library located
at:
848 S. 320th St., Federal Way, WA.
This meeting will be in addition to any future public comment opportunities available
under City of Federal Way development review processes.
We look forward to meeting you and in the meantime, should you have any questions,
please feel free to contact me at (208) 888-9508 or 'ack.davis@ jacksons.com. Thank
you for your consideration and I do hope you will be able to join us on May 9th.
Thank you,
Jack Davis
Vice President of Construction
Jackson Energy
3450 EAST COMMERCIAL COURT • MERIDIAN, IDAHO 83642 • (208) 888-6061 • FAX: (208) 888-3585
CITY OF
Federal Way
DATE: May 2, 2017
TO: Brian Davis
Doc Hansen
FROM: Jim Harris
MEMORANDUM
Community Development Department
SUBJECT: Jackson Energy Fuel Truck Parking / Storage Facility - (17-100901-00-PC)
34520 9TH Avenue South
This memo is in regard to the proposed Jacksons Energy fuel tanker truck parking area. We held a
preapplication conference on the proposal in March 2017.
In summary, the Planning Division staff noted in the pre -application conference summary letter that a
hydrogeological analysis per FWRC 19.145,490 may be required for the site. Last week, the applicant
requested the City to determine if the hydrogeological analysis will be required.
The applicant has stated: "We obviously are hpping that the ya expensive h dro eol❑ is stud is not
required for this site!"
PROJECT DESCRIPTION FROM APPLICANT
The project proposes to develop the subject property per FWRC 19.240.020 with 13 fuel truck parking
spaces and a new 3,920-square-foot building. The building will contain a storage room, two (2) private
offices, a break room, unisex restroom, and an enclosed truck "service bay" for drivers to conduct minor
truck maintenance out of the weather. Repairs in the "service bay" will be limited to light maintenance
with hand tools, such as windshield wiper replacement, mirror replacement, tire replacement with a floor
jack, light bulb replacement, etc. No lift or hydraulic mechanisms or mechanic facilities are proposed.
STAFF ANALYSIS - The subject site is located within a critical area, a five-year aquifer recharge area.
As required by FWRC 19.145.490, the applicant submitted a hazardous materials checklist on April 28,
2017. The checklist completed by the applicant identifies no hazardous materials will be on the site with
the proposed use.
Contrary to the hazardous materials checklist responses by the applicant, operation of the site includes
r transporting of fuel, up to 13 tanker trucks with or without fuel cargo (up to several
thousands of gallons of fuel each). This would be considered transporting hazardous materials.
e_1
Typically, if hazardous materials are noted on the checklist to a quantity warranted, and the site is within
an aquifer recharge area, then a hydrogeological analysis is triggered per FWRC.
FWRC 19.145.490 Development within critical aquifer recharge areas. SHRRE
(1) Any proposed development located in critical aquifer recharge areas shall submit a hazardous
materials inventory statement with a permit, land use, or business license application. Ongoing operation
and maintenance activities of public wells by public water providers are exempt from these requirements.
(2) The city will review the hazardous materials inventory statement along with the permit, land use, or
business license application to determine whether hazardous materials will be used, stored, transported
or disposed of in connection with the proposed activity. The city shall make the following determinations
and apply the appropriate capture zone protection measures:
(a) No hazardous materials are involved;
Staff response; Transporting of fuel could occur on -site.
(b) Hazardous materials are involved; however, existing laws or regulations adequately mitigate
any potential impact, and documentation is provided to demonstrate compliance; or.....
Staff response: Transporting of fuel could occur on site, Lakeha ven has provided
comments requesting the hydrogeological analysis Adequate analysis and mitigation
does not exist without the hydrogeological analysis and measures in the FWRC.
(c) Hazardous materials are involved and the proposal has the potential to significantly impact
critical aquifer recharge areas. The city may require a hydrogeologic assessment with a critical
areas report to be prepared by a qualified professional in order to determine the potential impacts
of contamination on the aquifer. The report shall include the following site and proposal -related
information:
Staff response; Transporting of fuel could occur on -site, and there is a potential to
impact critical aquifer recharge areas Lakehaven has provided comments requesting
the hydrogeological analysis
CONCLUSION:
Given the potential quantity of fuel being transported on the site and the location within the aquifer
recharge area, in addition to strong comments from Brian Asbury of Lakehaven inserted below, and
Gordon Goodsell of SKFR inserted below, I recommend that the City require a hydrogeological analysis
per FWRC 19.145.490. I also suggest that upon receipt of the hydrogeological analysis, the City have the
report peer reviewed by a 3rd party consultant on behalf of the City, at the applicant's expense.
I need to get back to the applicant about the City's determination if this hydrogeological analysis is
required.
2
Comments for Brian Asbury Lakehaven Water and Sewer 5-1-17
Lakehaven does recommend that a hydrogeologic study be performed at this site, as the well for this 5-
year protection zone is an active production well that is the primary well source for the hospital (and
surrounding area too). Additionally, vehicle fue/ is the type of contaminant that, in a large spill event, can
potentially 'speed'its way into the aquifer.
And yes, I'm interpreting their intended operations as potentially having full or nearly -full tanks parked
for up to an hour, and I don t necessarily see anything that indicates what theyd do if parked for more
than an hour (aside from letting it stay parked for more time).
Comments for Gordon Goodsell, SKFR, 5-2-17
There are two separate conditions the Fire District is addressing here with the Fire Code.
1. Parking Tank Vehicles on the Site. The location of the site in relationship to important buildings
and uses was considered. For this review it was assumed that an emergency occurred when
(one) tank happened to be full. That is why a condition of approval included grading and
containment of a spill, For Fire Code purposes, it would not be prohibited to bring a loaded
tanker onsite.
2. Parking Tank Vehicles in the Bui din4. The Fire Code generally prohibits this, but there are
provisions to allow it. Construct an H3 building, or empty and purge the tank. Emptying and
purging the tank involves more than making a fuel delivery -this option doesn't seem
practicable.
3
Job No.18356
Project Name Jackson Energy Truck Parking FacilitY Applicant Jackson Energy
Project Location 34520 - 9th Avenue South Tracking No. 17-100901-00-PC
III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS (Not Applicable)
Please provide the approximate quantity of the types of hazardous materials or deleterious
substances that will be stored, handled, treated, used, produced, recycled, or disposed of in
connection with the proposed activity. If no hazardous materials will be involved, please proceed to
Section IV.
MATERIAL
LIQUID (gallons)
SOLID (pounds)
(1) Acid or basic solutions or solids
(2) Antifreeze or coolants
(3) Bleaches, peroxides, detergents, surfactants,
disinlcetants, bactericides algaecides
(4) Brake, transmission, hydraulic fluids
(5) Brine solutions
(6) Corrosion or rust prevention solutions
(7) Cutting fluids
(8) Deicing materials
(9) Dry cleaning or cleaning solvents
(10) Electroplating or metal finishing solutions
(11) 'Engraving or etching solutions
(12) Explosives
(13) Fertilizers
(14) Food or animal processing wastes
(15) Formaldehyde
(16) Fuels, additives, oils, greases
(17) Glues, adhesives, or resins
(IS) Inks, printing, or photocopying chemicals
(19) Laboratory chemicals, reage4standar(20)
Medical, hospital, pharmaceveterina fluids or wastes
(21) Metals (hazardous e.g. arsenchromium, lead, mercu , silver,(22)
Paints, pigments, dyes, stain
(23) Pesticides, herbicides or Wisons
(24) Plastic resins, plasticiz s. or catalysts
(25) Photo development emicals
(26) Radioactive sons As
(27) Refrigerants, aoling water (contact)
(28) Sludges, s I bottoms
(29) Solvers , thinners, paint removers or strippers
(30) Ta sng (leather) chemicals
(31) anstormer, capacitor oils/fluids, PCB's
(3 Waste oil
33) Wood preservatives
Bulletin #056 —January 1, 2011 Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement
,n .
Job No. 18356
Project Name Jackson Energy Truck Parkin Facilit Applicant Jackson Energy
Project Location 34520 - 9th Avenue South Tracking No. 17-100901-00-PC
(34) List OTHER hazardous materials or deleterious
4
IV. FURTHER INFORMATION
Provide the approximate quantity of fill and source of fill to be imported to the site.
Approximate Quantity of Imported Fill Source of Fill
t�mCrushed & washed rack for utilit
500 Cubic Yards avement sub- rade from local
Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the
types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s)
#2 through 95 (and fill in appropriate blanks) of the below table if they apply to your facility or
activity.
Check any of the following items that currently exist or are proposed in connection with the
development of the site. (Not Applicable)
#1 [ ] 5tormwater infiltration system (e.g., french drain, dry well, stormwate r swale,etc.
j
42 [ ] Hydraulic lifts or elevator, chemical systems, or other machinci' . RMdous materials
#3 [ ] Cathodic protection wells
#4 [ ] Water wells, monitorin aurce protection wells, piezometers
95 Leak ices, training for employees for use of hazardous materials, self-contained
machinery etc.
S.IGNATU
,pea Name
Bulletin #056 — January 1, 2011 Page 3 of 3
U
k:\Handouts\Hazardous Materials Inventory Statement
'W • Job No. 18356
Project Name Jackson Energy Truck Parking FacifitY Applicant Jackson Ener
Project Location 34520 - 9th Avenue South Tracking No. 17-100901-00-PC
Ifyou have any questions about filling out this application form, please contact the Department of
Community Development's Permit Center at 253-835-2607, orpermitcenter@cityoffedealway.com
Please be advised that an application for a development permit lacking the required information will
not be accepted.
Bulletin #056 —January 1, 2011 Page 4 of 3 k:\Aandouts\Ilazardous Materials Inventory Statement
Job No. 18356
CITY OF
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 81h Avenue South
Federal Way, WA 98003
253-835-2607;Fax 253-835-2609
www•.citvolle crnIwav,coin
HAZARDOUS MATERIALS INVENTORY STATEMENT
CRITICAL AQUIFER RECHARGE AND WELLHEAD
PROTECTION AREAS
I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT?
Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered
"critical areas" pursuant to Federal Way Revised Code (FWCC) Title 14, "Environmental Policy."
This inventory statement must be filled out by the applicant or agent for any proposed activity listed
in Section II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as
shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the
handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review
process.
II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS
The inventory statement must be filled out for the following activities:
■ Construction of any residential structure, including single-family development
■ Construction of any barn or other agricultural structure
■ Construction of any office, school, commercial, recreational, service, or storage building
■ Construction of a parking lot of any size
■ Other minor new construction (see WAC 197-11-800[2])
■ Additions or modifications to or replacement of any building or facility (does not include
tenant improvements)
■ Demolition of any structure
• Any landfill or excavation
■ Installation of underground tanks
■ Any division of land, including short plats
■ Change of use, which involves repair, remodeling, and maintenance activities
■ Dredging
■ Reconstruction/maintenance of groins and similar shoreline protection structures
■ Replacement of utility cables that must be buried under the surface of the bedlands
■ Repair/rebuilding of major dams, dikes, and reservoirs
■ Installation or construction of any utility, except for on -going operation and maintenance
activities of public wells by public water providers
Personal wireless service facilities
CITY OF FEDERAL WAY
)EVELOPMENT REVIEW COMMITTEE AC)
Preapplication Conference Sign In Sheet
Jacksons Fuel Truck Maintenance Facility 17-100301-PC, March 16, 2017
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PRE -APPLICATION MEETING NARRATIVE
JACKSON ENERGY FUEL TRUCK MAINTENANCE FACILITY
Assessor Map:
Tax Lot Numbers
Procedure:
Zoning District:
Comprehensive Plan
Site Size:
Address:
Location:
34520 — 9th Avenue South
Federal Way, WA 98003
Prepared for Jackson Energy
by
Barghausen Consulting Engineers, Inc.
February 24, 2017
Our Job No. 18356
SE-20-21 N-04E
926480-0070
Site Plan and Design Review
Commercial Enterprise
Commercial
2.26± acres
34520 — 9th Avenue South
SEC - 9th Avenue South and South 344th Street
PROJECT DESCRIPTION
FED 2 4 �017
UrY OF FEDERAL. WAY
Cos
The project proposes to develop the subject property per FWRC 19.240.020 with 13 fuel truck parking
spaces and a new 3,920-square-foot building. The building will contain a storage room, two private
offices, a break room, unisex restroom, and an enclosed truck "service bay" for drivers to conduct minor
truck maintenance out of the weather. Repairs in the "service bay" will be limited to light maintenance
with hand tools, such as windshield wiper replacement, mirror replacement, tire replacement with a floor
jack, light bulb replacement, etc. No lift or hydraulic mechanisms or mechanic facilities are proposed.
Statement of architectural design intent: Corrugated metal building painted with Jacksons color
scheme (white with red accents) subject to Federal Way Design Review and the Architectural Control
Committee of West Campus Business Park.
SITE DESCRIPTION
The site is located at the southeast corner of 9th Avenue South and South 344th Street. The project site
is comprised of one undeveloped parcel.
Fronting the property are 9th Avenue South and South 344th Street, both are identified in the
Comprehensive Plan as principal collector designated streets. South 344th Street has a right-of-way
width of 60 feet and is developed along the site frontage with sidewalks both sides and a two-lane road
with no centerline stripe. The existing right-of-way width for 9th Avenue South is 60 feet and the street is
developed with two travel lanes, a center two-way left turn lane, and sidewalks both sides.
ZONING AND BUILDING CODES
The site is zoned Commercial Enterprise (CE) with a Comprehensive Plan designation of Commercial.
- 1 - 18356.001
We understand that the required bulk regulations are as follows:
Front Setback:
20 feet
Side Street Setback:
15 feet
Interior Yard Setback:
15 feet
Maximum Building Height:
40 feet
Maximum Lot Coverage:
N/A
Maximum Impervious Coverage:
N/A
Maximum Fence Height in Setback:
6 feet
Minimum Retaining Wall Setback at Street:
3 feet
Maximum Wall Height in Interior Setback:
6 feet
LANDSCAPING
Landscaping with irrigation will be provided around the perimeter of the site. Type III landscaping is
provided around the exterior lot lines. Perimeter and parking lot landscaping will demonstrate tree unit
density as required. No internal landscaping is provided as the interior of the site is needed for fuel truck
maneuvering.
PARKING
Passenger vehicle parking is provided for the proposed structure to provide one ADA accessible stall at
the building and two stall in the southwest corner of the site. The site will be primarily used for truck
drivers to access the break facilities on the site; passenger vehicle use is expected to be limited.
SIGNS
Signs will be limited and are to be determined.
ACCESS/ROADS
We understand that both 9th Avenue South and South 344th Street are classified as Principal Collectors.
Although neither street is developed to current standards, it is unclear if right-of-way dedication or
improvements would be required for the project. Access to the site from South 344th Street will be a 30-
foot wide two-way driveway. Access from 9th Avenue South is proposed to be aligned with the St Francis
Hospital access road.
UTILITIES
Stormwater will be collected and conveyed to an underground stormwater detention and water quality
vault. The stormwater system will be designed per the 2016 King County Surface Water Design Manual
(KCSWDM). Water and sewer mains exist in both streets and are expected to be available.
QUESTIONS FOR STAFF
1. Please summarize the Development/Design Review process and timeline.
2. South of the site is a charter school facility. Does the proposal comply with IFC Section
5706.6.2 since the proposed tank truck parking stalls and the proposed building are more
than 500 feet from the school building? Please clarify what the requirements are for the truck
parking restrictions per IFC 5706.6 at this location.
-2- 18356.001
3. Internal landscaping is not provided due to the use and truck maneuverability requirements.
Additional perimeter landscaping that far exceeds the zoning standards is provided. Please
comment on the application of FWRC19.125.100 for the site to provide alternative
landscaping.
4. Due to the proposed use and limited site area, the project will need to accommodate
stormwater facilities in an underground vault. Some of the perimeter landscaping may serve
dual purpose as Low Impact Development stormwater facilities. Please comment.
5. What impact fees will be required?
6. Will right-of-way dedication be required for either street? We have designed the preliminary
plan to accommodate up to nine (9) feet of dedication.
7. Will any frontage improvements be required?
8. Is a traffic study required?
-3- 18356.001
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: February 27, 2017
TO: Cole Elliott, Development Services Manager
Peter Lawrence, Plans Examiner
Rick.Perez, City Traffic Engineer
Brian Asbury, Lakehaven Water & Sewer District
Chris Cahan, South King Fire & Rescue
Lindsey Sperry, Public Safety Officer
FROM: Jim Harris
FOR DRC MTG. ON: March 9, 2017 - Internal
March 16, 2017 - 9:00 AM - with applicant
FILE NUMBER(s) : 17-100901-00-PC
RELATED FILE NOS.: None
PROJECT NAME: JACKSON ENERGY FUEL TRUCK MAINTENANCE FACILITY
PROJECT ADDRESS: 34520 9TH AVE S
ZONING DISTRICT: CE
PROJECT DESCRIPTION: Proposal to construct 3,920 square foot commercial
building for a fuel truck facility
LAND USE PERMITS:
PROJECT CONTACT:
IVANA HALVORSEN - Barghausen Consulting Engineers
MATERIALS SUBMITTED: Preliminary Site Plan
Applicant Meeting Narrative with questions
Vicinity Map
.- A
F�, - - -; 1 - -
Federal Way
APPLICATION NO(s)
EM MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT
FEB 2 4 2017 33325 8"' Avenue South
Federal Way, WA 98003-6325
CM OF FEDERAL WAY 253-835-2607; Fax 253-835-2609
clos www.ciryoffederalway.com
1 :7 - 100 9 01 -- dO PC
Project Name Jackson Energy Fuel Truck Maintenance Facility_
Property Address/Location 34520 — 9th Avenue South
Parcel Number(s)
Project Description
926480-0070
Date February 24, 2017
The project proposes to develop the subject property per FWRC 19.240.020 with 13 fuel truck parking
spaces and a new 3,920-square-foot building. The building will contain a storage room, two private
offices, a break room, unisex restroom, and an enclosed truck "service bay" for drivers to conduct minor
truck maintenance out of the weather. Repairs in the "service bay" will be limited to light maintenance with
hand tools, such as windshield wiper replacement, mirror replacement, tire replacement with a floor jack,
light bulb replacement, etc. No lift or hydraulic mechanisms or mechanic facilities are proposed.
Type of Permit Required
_ Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
_ Land Surface Modification
_ Lot Line Elimination
X_ Preapplication Conference
Process I (Director's Approval)
Process 11 (Site Plan Review)
Process III (Project Approval)
Process 1V (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
_Process VI
SEPA w/Project
_ SEPA Only
_ Shoreline: Variance/Conditional Use
_ Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
CE Zoning Designation
Commercial Comprehensive Plan Designation
N/A Value of Existing Improvements
± $980,000 'value of Proposed Improvements
International Building Code (IBC):
M
Occupancy Type
VB (store) IIB (canopy) Construction Type
Applicant
Name: Ivana Halvorsen, Barghausen Consulting Engineers, Inc.
Address: 18215 - 72nd Ave S
City/State: Kent, WA
Zip: 98032
Phone: (425) 251-6222
Fax: (425) 251-8782
Email:
Signature:
Agent (if di fferek than Applicant)
Name: Same as applicant
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
n.com
Name: PacWest Energy, LLC dba Jacksons Food Stores
Address: 3450 East Commercial Court
City/State: Meridian, ID
Zip: 83642
Phone: (208) 841-0496
Fax:
Email: jack.davis@jacksons.com
Signature:
for Jack Davis
'letin #003 — January 1, 2011 Page 1 of 1 k:\HandoutsWlaster Land Use Application
CITY of
.. Federal Way
March 2, 2017
Ivana Halvorsen
Bargausen Consulting Engineers
18215 - 72°d Avenue South
Kent, WA 98032
ihalvorsen@bar(,Yhausen.com
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway. com
Jim Ferrell, Mayor
RE: FILE No.17-100901 PC; PREAPPLICATION MEETING
Jackson Energy Fuel Maintenance Facility, 34520 — 9th Avenue South, Federal Way
Dear Ms. Halvorsen:
The above -referenced proposal has been assigned to me as project planner. At this time, the application
and preliminary site plan have been routed to the members of the Development Review Committee. A
meeting with the project applicant and Development Review Committee has been scheduled as follows:
Thursday, March 16, 2017 — 9:00 AM
Hylebos Conference Room
City Hall, Second Floor
33325 8th Avenue South
Federal Way, WA 98003
We look forward to meeting with you to discuss your proposal. Contact me at
jim.harris@cityoffederalway.com or 253 835-2652 if you have any questions.
Sincerely,
j&Vt-.
OmvHarris
Senior Planner
Doc- LD 75482
17-10090 1 -00-PC
Vicinity Map
71
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br uae as a surveyproducl. Hng Counlyshvfl rat he liable for any WMP, SPOOPI'cdrmd, Incidental, 1Dr
consequeellal damages inducing, but not limited ' lost revenues or lost profits resAing from the use or misuse GIS CENTER
of the Into"sition contained onth's map. Any sale of [his map or information on this map is prothitited except by
mten permission of King County,
Date: 2/24/2017 Notes:
4ik
FederalCITY o.
Way
APPLICATION NO(s)
Recom MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT
FHB 2 4 2017 33325 8"' Avenue South
Federal Way, WA 98003-6325
CM OF FEDEMWAY 253-835-2607; Fax 253-835-2609
cps_� www.ciiyoffederalway.cam
177 -- 100 ct 01 - cc PC
Project Name Jackson Energy Fuel Truck Maintenance Facility
Property Address/Location
34520 — 9th Avenue South
Parcel Number(s) 926480-0070
Project Description
rKIIN r
Date February 24, 2017
The project proposes to develop the subject property per FWRC 19.240.020 with 13 fuel truck parking
spaces and a new 3,920-square-foot building. The building will contain a storage room, two private
offices, a break room, unisex restroom, and an enclosed truck "service bay" for drivers to conduct mirror
truck maintenance out of the weather. Repairs in the "service bay" will be limited to light maintenance with
hand tools, such as windshield wiper replacement, mirror replacement, tire replacement with a floor jack,
light bulb replacement, etc. No lift or hydraulic mechanisms or mechanic facilities are proposed.
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
X Preapplication Conference
Process I (Director's Approval)
Process 11 (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
CE Zoning Designation
Commercial Comprehensive Plan Designation
N/A Value of Existing Improvements
± $980,000 Value of Proposed Improvements
International Building Code (IBC):
M Occupancy Type
_VB (store) IIB (canopy) Construction Type
Applicant
Name: Ivana Halvorsen, Barghausen Consulting Engineers, Inc.
Address: 18215 - 72nd Ave S
City/State: Kent, WA
Zip: 98032
Phone: (425) 251-6222
Fax: (425) 251-8782
Email: ihalvorsen@bargha sen.com
Signature: /1n -h1.
Agent (if differcl t than Applicant)
Name: Same as applicant
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
Name: PacWest Energy, LLC dba Jacksons Food Stores
Address: 3450 East Commercial Court
City/State: Meridian, ID
Zip: 83642
Phone: (208) 841-0496
Fax:
Email: jack.davis@jacksons.com
Signature:
for Jack Davis
Z — January 1, 2011
Page 1 of 1
k:\Handouts\Master Land Use Application
Jacksons
January 12, 2016
MW
FLB 2 4 �017
CITY OF FEDERAL WAY
®S.
Subject: Barghausen Consulting Engineers, Inc.,
Predevelopment and Entitlements representative for the Jacksons Food Stores
Oregon and Washington
To Whom It May Concern:
Barghausen Consulting Engineers, Inc. located at 18215 72nd Ave South Kent, WA 98032 has been
retained by Jacksons Food Stores, Inc. (and PacWest Energy, LLC dba Jacksons Food Stores) as a
consultant and representative for the purpose of designing, and obtaining all necessary permits for
reimaging, remodeling, and construction of our convenience stores and fueling centers for calendar year
2016. Their employees and agents are authorized to conduct meetings, submit applications, and
process related documents and submittals necessary to facilitate this process.
If you have any questions, concerns, or you require additional information, please feel free to contact
me via any of the methods listed below.
Best Regards,
Jack Davis
Vice President of Facilities
Jacksons Food Stores, Inc.
3450 E. Commercial Court
Meridian, ID 83642
jack.davis@jacksons.com
Direct: 208.888.9508
Cell: 208.841.0496
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