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13-102647CITY OF �. Federal Way August 23, 2013 Andy Paroline 3617 SW Charlestown Street Seattle, WA 98126 RE: FILE #13-102647-00-UP; USE PROCESS H SITE PLAN APPROVAL Starbucks Modular, 28722 Pacific Hwy S, Federal Way Dear Mr. Paroline: FILE CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com The City of Federal Way's Community and Economic Development Department has completed administrative review of the proposed Starbucks drive -through and walk-up restaurant improvements located at 28722 Pacific Highway South. The Process Il land use application submitted on June 17, 2013, is hereby approved as the proposal meets site plan and community design guideline criteria set forth in Federal Way Revised Code (FWRC) 19.60.050 as found in the enclosed Exhibit A - Findings for Process II Site Plan Approval and incorporated into this decision. The remainder of this letter outlines the zoning and development review process required for this proposal, condition(s) of approval, and a summary of appeal procedures. REQUIRED REVIEW PROCESS The proposed improvements to the site are subject to Process Il Site Plan Review pursuant to fast food restaurant use review process requirements set forth in FWRC 19.220.020. The proposal does not exceed the city adopted flexible thresholds set forth in FWRC 14.15.030(c) and therefore is exempt from review under the State Environmental Policy Act. CONDITION OF APPROVAL Pursuant to FWRC 19.220.020(4), one outdoor waste receptacle shall be installed prior to Certificate of Occupancy. APPEALS The effective date of this decision is August 26, 2013. Pursuant to FWRC 19.60.080, any person who received notice of this administrative decision may appeal the decision to the Federal Way Hearing Examiner by September 9, 2013. A written appeal must be delivered to the Community and Economic Development Department with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the decision. No work on the proposal may begin until the end of the appeal period. However, as you are the only party of record, you may waive your right to appeal this decision by submitting a written request to do so to the department (this action allows the building permits to be issued prior to the end of the appeal period). Mr. Paroline August 23, 2013 Page 2 CLOSING This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. This Process H approval does not constitute approval of a building permit, authorization to clear and grade, or demolish the existing building. If you have any questions regarding this decision, please contact Matthew Herrera, Associate Planner, at 253-835-2638, or matt.herrera@cityoffederalway.com. Sincerely, Isaac Conlen, Planning Manager for Patrick Doherty, Director enc: Approved Site Plan and Exhibit A `Findings for Process II Site Plan Review Approval' c: w/ Findings Matthew Herrera, Associate Planner Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Marty Gillis, Building Official Brian Asbury, Lakehaven Utility District 13-102647 Doc. I D. 63751 ClIY F A�-- Federal Way EXHIBIT A Findings for Process II Site Plan Approval Starbucks Modular File #13-102647-00-UP FILE The Planning Division hereby presents the following analysis to the Director of Community and Economic Development pursuant to content requirements of the Process II written decision as set forth in Federal Way Revised Code (FWRC) 19.60.070. These findings are based on review of existing city documents and the following items submitted by the applicant stamped by the Permit Center June 17, 2013 and August 9, 2013: + Civil Sheets C100-C702 • Site Lighting E-102 ■ Landscape Sheets L101-103 ■ Technical Information Report • Exterior Elevation A-202 • Drive Through Queuing Assessment Proposal — The project applicant proposes to demolish an existing one-story building and install a one-story, 611 square -foot re -purposed cargo container as a fast food restaurant with walk-up and drive -through service. The new structure will be located at 28722 Pacific Hwy South. Comprehensive Plan & Zoning Designation — The subject property is within a Community Business (BC) designation. The applicant's proposed fast food restaurant use is permitted within the BC zoning designation pursuant to regulations set forth in FWRC 19.220.020. Review Process — Fast-food restaurant uses located in BC zones are subject to development review procedures of Process II `Site Plan Review' set forth in FVWRC Chapter 19.60. Process U review requires no public notice period and concludes with a written decision issued by the Director of Community and Economic Development. Appeals of the director's decision are conducted by the city's Hearing Examiner. 4. Environmental Review — The application is exempt from review under the State Environmental Policy Act as it does not exceed city adopted flexible thresholds set forth in FWRC 14.15.030. Existing Conditions — The subject property is located in the northern portion of the city and contains a vacant 2,278 square -foot retail building, asphalt parking area, and vehicle access on South 288t' Street and Pacific Hwy S. Most of the site is impervious with some mature vegetation on the north and east perimeter. The BC zoning district surrounds the property with various retail and office uses with the exception of the northeast corner, which is zoned multi -family residential RM 1800. 6. Height — The height of the tallest portion of the proposed building is 17.25 feet above average building elevation. The height of the structure is below the 35-foot outright height maximum. 7. Required Yards — Improvements associated with restaurant uses within BC zones contain no setbacks with the exception of 20 feet along residential zones, which is applied on the northeast corner of the property. Landscaping and a six -foot -high wood fence are proposed within the setback area as allowed by FVWRC 19.125.160(5). Parking Lot — Pursuant to FVWRC 19.220.020, fast-food restaurant uses shall provide 1 stall for each 80 square feet of gross floor area. The proposed building measures 611 square feet and therefore 8 parking stalls are required.' The applicant has provided 8 stalls and meets the minimum requirement. 1 FWRC 19.130.040 states minimum number of parking stalls resulting in a fraction shall be rounded up to the next higher number. Findings for Process II Site Plan Approval File #13-102647-00-UP/Doc. I.D. 63751 Starbucks Modular Page 1 The landscape plan shows more than160 square feet of Type IV landscaping within the parking lot via bulb -outs. The provided amount exceeds the 20 square feet of landscaping per stall required by FWRC 19.125.070(2)(a)(i)(A). The 15-foot Type I perimeter screen provides adequate parking lot screening for the adjacent residential use. 9. Community Design Guidelines — As detailed below, the project embodies site and building design principles consistent with requirements of the Community Design Guidelines (FWRC Chapter 19.115). a. Crime Prevention Through Environmental Design (CPTED) i. Completed CPTED checklist. ii. Entrance in full view of street. iii. Direct pathways. iv. Landscaping does not obstruct natural surveillance. b. Surface Parking i. Adequate internal lot landscaping via islands and perimeter to screen parked vehicles. ii. No wheel stops needed as pedestrian connection is seven feet wide adjacent to parking stalls. iii. Driveway is visible from right-of-way with adequate distance from pedestrian right-of- way connection. iv. Directional signage and painted arrows are provided in vehicle circulation areas. c. Pedestrian Circulation and Public Space i. Walk-up service fronts principal right-of-way — Pacific Hwy S. ii., Connection from adjacent public sidewalk to walk-up service and employee entrance. iii. Delineated concrete connection from parking area to walk -service and employee entrance. iv. Bollard lighting fixtures provide pedestrian level lighting along connections to right-of- way and parking lot. d. Building Fagade Modulation and Screening —The proposed building facades are all less than 60 feet in length and therefore exempt from the "two -of -four" requirements set forth in FWRC 19.115.060(2). e. Building Articulation & Scale i. Window openings with visible trim. ii. Steel canopies. iii. Varied rooflines with parapets on south container. iv. Material variations with building wrapped in reclaimed snow fencing with exposed areas of the steel container. v. Foundation landscaping, raised planters, and trellises along facades. f. District Guidelines — Applicable supplemental guidelines applying exclusively to the BC zoning district have been satisfied as set forth below. i. Parking is located adjacent to the right-of-way. Pedestrian access and circulation is maximized through the use of delineated pathways to the walk-up window and employee entrance. ii. Entrance fagade fronts on right-of-way. Findings for Process II Site Plan Approval File # 13-102647-00-UP/Doc. I.D. 63751 Starbucks Modular Page 2 iii. Walk-up window and drive -through window is architecturally emphasized with parapet, canopy, transparent glass, and exposed cargo exterior. iv. Streetscape amenities include bike rack, landscaping, and pedestrian level lighting. v. No reflective glass is proposed. vi. No chainlink fencing is proposed. 10. Lighting —The photometric Iighting plan indicates freestanding 16ft. fixtures and pedestrian level bollard lights will provide adequate illumin enclosure. Offsite glare from the lighting fiation for pedestrian ways, parking areas, and garbage xtures is not anticipated due to placement, shield requirements, and proposed landscaping. 11. Drive -Through Facility — The design of the site provides accommodation for 10 vehicles in th s e queuing lane. A queuing assessment was prepared by Transpartadon Engineering Northwet, which compared three other comparable sites in the region. Findings of the assessment showed an average queue length of four vehicles and peak queue length of seven vehicles. Based on the consultant's findings, staff also finds the 10 vehicle storage capacity adequate to meet the facility's anticipated demand. 12. Perimeter Landscaping — Pursuant to FWRC 19.125.060(6), development within the BC zoning district is required to provide a Type III landscaping screen five feet in width along all property lines with the exception of Iot lines adjacent to right af--way.2 A Type I landscaping screen 15 feet in width is required along property lines along residential zoning districts. Appropriate Iandscaping screens are shown along north and east property lines. The east property line is encumbered with a proposed retaining wall resulting in an area not conducive to tree planting. As an alternative, the applicant will install large evergreen shrubs with a six-foot solid wood fence backing. This screen will provide an acceptable screening between properties. 13. Tree Retention/Replacernent -- Pursuant to FWRC 19.120.130, the minimum tree density for a redeveloped parcel within a BC zoning district is 20 tree units per acre. Through retention and/or new planting, the subject property will be required to provide 7 tre units for 0.35 acres. The applicant has proposed to retain existing trees worth 9 tree units and provide 6 tree unit credits in new planting for a total of 15 tree units, thereby exceeding the minimum required. 14. Clearing and Grading -- The existing asphalt and concrete surfaces will be removed and the site will be graded to support stormwater collection/dispersion and new areas of landscaping. A retaining wall ranging from 2.5 to 5 feet in height is proposed along the east perimeter. As the wall is in excess of4 feet, a separate building permit will be required. Pursuant to FWRC 19.120.120(7), walls shall be composed of rock, brick, or other textured/pattemed wall styles. 15. Transportation — The Public Works Traffic Division has determined the improvements will not cause failures to the surrounding transportation system and a Capacity Reserve Certificate for 10 new PM peak hour trips was issued August 22, 2013. A transportation impact fee will be calculated based on the fee schedule in effect at the time a completed building permit application is submitted. An independent fee calculation for the development has been approved by the city; however, if there are any changes in the cost per trip end, the independent fee calculation will be adjusted accordingly. Access to the subject property is limited to right in right out on the Pacific Hwy South frontage. The South 288th Street access will be closed by the applicant. FWRC 19.125.040(28) Landscaping is not required along perimeter lot lines abutting rights -of -way where no required yards apply. Findings for Process II Site Plan Approval Starbucks Modular File #13-102647-00-UP/Doc. I.D. 63751 Page 3 16. Public Improvements — The applicant will be closing the South 288' Street access and construct sidewalk, curb, gutter, and planting strip per city standards. oposed ff 17. Stnrmwater —The applicant is required to 20�9 Kingmitigate County Surface WaterDe Design Manua2ra d City of improvements per the standards of the Federal Way Addendum_ The project lies within a Conservation flow control area and Enhanced Basic Water Quality Area. The preliminary Technical Information Report ubic feet ) indicates the proposal will not increasepersecond and therefore will only be required the to 100-year peak runoff rate more than 0.1 P implement flow control Best Management Practices (BMPs). Proposed BMPs include a rain garden on the southwest corner of the site and dispersion flow path along the queue lane. Water quality requirements will be met via StvrmFiltetrhecartrxdg total �c and $D°/ a�the total suspended solids before n the northwest comer of the site. The filtration will remove 50 /e of being released into the city's downstream system along Pacific Highway South. 18. Fire Protection — Existing facilities are adequate to serve the proposal. 19. Water & Sewer— The applicant will access water and sewer service from existing connections from South 28e Street existing water line on the adjacent northern parcel. Separate application and connection charges through the Lakehaven Utility District are required. e and 20. Garbage and Recycling — As shown on building ►a+ith approximatelylt plan 90tsquare feet floor area�The enclosure is composed of CMU construction exterior walls of the enclosure are screened with landscaping. Placement, design, and screening meet intent of FWRC 19.125.150. Condition of Approval is Pursuant to FWRC 19.220.020(4), the applicant this requirement uirement will be a condition of approvalquired to provide one outdoor trash receptacle. As no receptacle was shown on the site p q shall be implemented prior to Certificate of Occupancy. 21. Rooftop Appurtenances — HVAC and rooftop utilities are screened via a metal parapet mesh element that matches the color scheme and character of the modular structure. lan proval 22. Decision Criteria —Staff finds the proposal is 19.60.050. Thetprapasal applicable consistent wp�ith the ity criteria required for Process 11 as set forth in F comprehensive plan; applicable provisions of FWRC Title 19 Zoning and Development Code, public health, safety, and welfare; and streets and utilities in the area are adequate to serve the anticipated demand from the proposal. The proposals consistent with Community Design Guidelines decisional criteria set forth in FWRC Chapter 19.1 ions Final construction drawings will be reviewmened �s. Theselance findi gs shall not waspecific i�eacompI an ertwith of approval, and other applicable city requirements. future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Matthew Herrera, AICP — Associate Planner Date: August 23, 2013 File #13-102647-0o-UP/Doc. I.D. 63751 Findings for Process II Site Plan Approval Page 4 Starbucks Modular Matt Herrera From: Andy Paroline <andy@parolineassociates.com> Sent: Thursday, August 22, 2013 5:10 PM To: Matt Herrera Cc: Marty Gillis; Patrick Doherty; <lisa@scrosllc.com> Subject: Re: Starbucks Land Use Permit Thank you Matt. Please consider this email authorization to waive the appeal process. Thank you, Andy Paroline 206.719.0339 On Aug 22, 2013, at 5:04 PM, Matt Herrera <Matt.Herrera @cityoffederalway.com> wrote: Andy, The Use Process II decision was signed today and will be in tomorrow's mail. I've attached a copy for your review. You can send me an email waiving your right to appeal the decision. Let me know if you have questions.—MH Matt Herrera, AICP — Associate Planner Community and Economic Development 33325 8th Avenue South Federal Way, WA 98003 253.835.2638 (p) / 253.835.2609 (fl Matt.Herrerg@citvoffederalwM.com <Starbucks UPII Approval.pdf5 <Starbucks Findings.pdf5 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: August 9, 2013 TO: Kevin Peterson, Development Services Sarady Long, Traffic Brian Asbury, Lakehaven Utility District FROM: Matt Herrera — Planning Division COMMENTS: Please let me know if the applicant has addressed your comments and I can issue UPII approval. Forward and conditions or findings to attach to the permit FILE NUMBER(s): 13-102647-00-UP RELATED FILE NOS.: None PROJECT NAME: STARBUCKS MODULAR PROJECTADDRESS: 28722 PACIFIC HWY S ZONING DISTRICT.- BC PROJECT DESCRIPTION: Proposal to demolish existing structure and construct new building utilizing modular components. Includes associated site work. LAND USE PERMITS: PROJECT CONTACT: MATERIALS SUBMITTED: 1. Resubmittal Form 2. Response Letter 3. CPTED Checklist 4. Revised TIR (4) 5. Revised Plan Set (6) NJ-1j ANDY PAROLINE 3617 CHARLESTOWN ST. Seattle, WA 98126 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES �. RESUBMITTED 333258 `h Avenue South Federal Way, WA 98003-6325 CITY OF 253-835-2607; Fax 253-835-2609 Federal 'IllJay AUG 0 9 2013 wwwx4yoffederalwaycom CITY OF FEDERAL WAY RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. *"Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. "" ANYCHANGES TO DRAWINGS MUST BE CLOUDED. Project Number: -A— - —L � le— -4— -1-- - Q 0 - Project Name: S��S Project Address: Project Contact: b 1DL-1 Phone: RESUBMITTED ITEMS: # of Copies ** Detailed Description of Item Iv IL FF, 1A14 e4T P6KLE, - � 12- Comm PgPc� T ** Always submit the same number of copies as required for your initial application.*" Resubmittal Requested by: Letter Dated: I /QP-) /-3-- t8 errl er RESUB 0. Dept/Div OFF/CE USE 4111Y� Distribution Date.- Name # Description BY f Building Planning Al r PW Fire Other Bulletin #129 — January 1, 2011 Page 1 of 1 k:\Iandouts\Resubmittal Information Kevin Peterson From: Kevin Peterson Sent: Monday, August 19, 2013 10:03 AM To: 'Sara Martin' Subject: RE: Starbucks Modular (City file # 13-102647-UP) Sara, Unfortunately, there are no exceptions or exemptions from the BMP requirement. However, looking at the existing site layout and BMP designs, and in reviewing the remaining BMP options (Limited Infiltration, Permeable Pavement, Rainwater Harvesting, and Vegetated Roof) and their design requirements, 1 think we can get you to a point that ets g You closer to satisfying the BMP requirement as currently designed, if not there completely. Since there appears to be no area remaining to expand the BMP's that you've designed Garden), and 2 of the other options (Reduced Impervious Surface Credit and Native G owBth Retention Credit) aren't feasible for this site, this leaves you with the remaining options of Limited Infiltration, Permeable PavementRainwat er Harvesting, and Vegetated Roof - The Kevin Peterson Engineering Plans Reviewer City of Federal Way 33325 8th Ave S Federal Way, WA 98003 P (253) 835-2734 F (253) 835-2700 Kevin, eterson ci ofFederalwa .com From: Sara Martin [mailto:Sara Sterlin desi nassociates.eom Sent: Monday, August 19, 2013 7:02 AM To: Kevin Peterson Cc: Matt Herrera Subject: RE: Starbucks Modular (City file # 13-102647-UP) Kevin, Thank you for the heads up. Are there exceptions to this? gravel trenches, splash blocks, etc. Thank you. Sara j. Martin, PE Sterling Design Asscciate;, llc Civil Engineers — Landscape Architects 2009 W. Littleton Blvd. #300 Littleton, Co 80120 303-794-4727 ext 204 www.ste fin desi na sQciates.com This site is very tight, not leaving room for flow paths after From: Kevin Peterson mailto:Kev Eel i - cit offederalwa .com Sent: Friday, August 16, 2013 3:44 PM To: Sara Sterlin deli nassociates.com Cc: Matt Herrera Subject: Starbucks Modular (City file # 13-102647-UP) Sara, I'm reviewing the most recent submittal (August 9) for the Land Use Process. It a been addressed, however, it a appears that most of my comments have appears that the BMP's were applied to 20% of the site impervious areas. According to Section 5.2.2.1—Small Lot BMP Requirements of the 2009 KCSWDM (page 5-6, atached), the BM's are to be an impervious area equal to at least 20% of the site/lot. In other words the MPts need to be applied to an area o fled to impervious surface equal to 3,229 SF (20% of the lot area of 16,147 SF). This means that the BMP's need to be a lied to approximately 1400 SF of additional impervious surface. Pp Please let me know if you have any questions. Kevin Peterson Engineering Plans Reviewer City of Federal Way 33325 8tn Ave S Federal Way, WA 98003 P (253) 835-2734 F (253) 835-2700 Kevin. eterson nfycit afFederalwa .com 'k CITY OF Federalay DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES RESUBMITTED 33325 8"' Avenue South Federal Way, WA 98003-6325 A U G 0 9 253-835-2607; Fax 253-835-2609 2013 www.cit offedera�wa .com CITY OF FEDERAL WAY CDS Crime Prevention Through Environmental onmental Design (CPTED) Checklist Directions Please FIll out the checklist to indicate which strategies have been used to implement CPTED Principles in Your proposed project. Please check all stra#eg numbered guidelines. You may check ies that are applicable to your project for each of the mole than one strategy for each guideline. Your responSes will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. Section and Performance Standard Section 1.0 1.1 Functional Area Performance Standard Strategy + Applicable during Site Plan Review B Applicable during Building permit Review Natural Surveillance Blind Corners Avoid blind corners in pathways and parking lots. Pathways should he direct. All barriers along athways be permeable (see through) including landscaping fenc ngould ■ Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy 1.2 Site and Building Layout Allow natural observation from the street to the use, from the use to the street, and between uses Evaluation for Agency Use Only Conforms Revise _NA Comments: ,Conforms _Revise _NA Comments: Bulletin #022 — January 1, 2011 Page 1 of 9 k.-\HandoutslCP'IED hC ce kli is Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single Family comers. ■ Development Position habitable rooms with windows at the front of the dwelling. ■ Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ ❑ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ Locate main entrances/exits at the front of the site an ' of the street. ■ d to view For Commercial/ Retail/ Industrial f employee entrances must be separated from the main and Community entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ ❑ In industrial developments, adrninistration/offices should be located at the front of the building. ■ For Surface void large expanses of parking. Where large expanses of parking are proposed, provide surveillance such as security Parking and cameras. ■ Parking Structures Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. ■ Avoid hidden recesses. ■ Locate parking areas in locations that can be observed by adjoining uses. ■ For Common/ Open spaces shall be clearly designated and situated at locations that are easily observed b Open Space ❑ common areas, and la y People. Parks, plazas, ould be placed in the Areas of buildings. Shopping centers dand other similar uses should front face streets. ■ Other strategy 101 Evaluation for j Agency Use Only I Bulletin #022 —January 1, 2011 Page 2 of 9 UHandoutslCPTEi]~ Section and ✓ Functional Area ~ Performance Performance Standard Standard Strategy >M Applicable during Site Plan Review e Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open Space Provide natural surveillance for common open space areas. Position active uses or habitable rooms with windows adjacent ❑ to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. ■ Design and locate durnpster enclosures in a manner which screens refuse containers but avoids providing opportunities to aide. ■ Locate waiting areas and external entries to elevatorslstairwells ❑ close to areas of active uses to make them visible from the building entry. E) ❑ Locate seating in areas of active uses. e Other strategy used: Evaluation for Agency Use Only Conforms Revise _NA Comments: 1.4 Entrances Provide entries that are clearly visible. Conforms _Revise _NA Comments: Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified {Signs must conform to ❑ FWRC I9.140.060, Exempt Signs, lApplicable during Certi icate a Occu ancv Ins ectian . Other strategy used: U 1.5 Fencing Fence design should maximize natural surveillance from the —Revise mis NA street to the building and from the building to the .vreet, and minimize opport"nitles for intruders to hide. Comments: Bulletin #022 — January 1, 2011 Page 3 of 9 k:IHandoutslCnfD C~ Section and ✓ j Functional Area Performance Performance Standard Evaluation for Standard Agency Use Only Strategy 0 Applicable during Site Plan Review e Applicable during Building Permit Review ❑ Front fences should be predonlinantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates ❑ open elements to allow visibility above the height of rive feet. e If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. 8 Other strategy 1.6 Landscaping Avoid landscaping which obstructs natural surveillaqandev serrMallows intruders to hide,A mments: Trees with dense lowgrowth folic a should crown should be raised to avoid a ontinuousbarrrier d Use low groundcover, shrubs a minimum of24 inches in height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and ng pedestrian pathways. ■ Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: 1.7 Exterior Lighting rms Provide exterior lighting that enhances natural surveillance, -Re vise (Refer to FWRC 19.115.050(7)(a) for specific lighting _NA requirements.) Comments: repare a Iighting plan in accordance with Murninating Engineering Society of America UESA) Standards, which addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems, ■ Bulletin #022 —January 1, 2011 Page 4 of 9 k:\HandoutslCPT'ED Checklist Section and ✓ Performance Standard Functional Area Performance Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review sate elevated light fix tures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height, ■ For areas intended to be used at night, ensure that lighting supports visibility. Where lighting is placed at a lower height support visibility for pedestrians, to resistant. e ensure that it is vandal - Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e 0 1in areas used by pedestrians, ensure that Iighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and Ltd mature form, as well as any other element that may have the Potential fOr blocking light. e Avoid lighting of areas not intended for nighttime use to avoid ❑ giving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. 8 261 Select and light "safe routes" so that these legitimate pedestrian activity after dark. . became the focus of ❑ Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e ❑ Use photoelectric rather than time switches for exterior lighting. e In projects that will be used primarily by older people ❑ (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. 6 Other strategy used: Evaluation for Agency Use Only 1.8 Mix of Uses In mixed use buildings increase Opportunities for natural —Conforms Privacy. surveillance, while ProtectingRevise —NA Comments: Bulletin #022 — January 1, 2011 Page 5 of 9 kMandowsr-pTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ ❑ Include food kiosks, restaurants, etc. within parks and parking structures. ■ Other strategy: Evaluation for Agency Use Only 1.9 Security Bars, Shutters, and Doors ConfoWhen used and permitted by building and fire codes, security Revisemis bars, shutters, and doors should allow observation of the street _NA and be consistent with the architectural style of the building. Comments: ❑ Security bars and security doors should be visually permeable (see -through). e Other strategy used; Section and r Functional Area Performance Performance Standard Evaluation for Standard Agency Use Only Strategy ■ Applicable during Site Plan Review Q Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification Ensure buildings are clearly identified by street LFWRC o _Rev seCon'omis Prevent unintended access and to assist personsfind _NA the building. Identification signs must conform tComments: 19.140.060. Exempt Signs. Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022—January 1, 2011 Page 6 of 9 k:lHandouts1CPTE1? Checklist 2.2 2.3 "`. a'JV I"unctional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review E) Applicable during Building Permit Review In residential uses, each individual unit should be clearly ❑numbered. In multiple building complexes, each building entry should clearly state the unit numbers accessed from than entry_ In addition, unit numbers should be provided on each level or floor, e ❑ Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque ❑ Format) and directional signage at public entry points and along internal public routes of travel. e u Other strategy Entrances Avoid confusion in locating building entrances. Entrances should be easily recognizable through design features and directional signage. {Signs trust conforrn to FWRC 1.9.I40.060. Exempt Signs. ■ VMinimize the number of entry points. ■ 101 Other strategy Landscaping Use Vegetation as barriers to deter unauthorized access. ❑ Consider using thorny plants as an effective barrier. e Other strategy 2.4 Landscaping p� g Location Avoid placement of vegetation that Would enable access to a building or to neighboring buildings. Bulletin #022 — Januar}~2 111 0111 0 Evaluation for Agency Use Only Conforms Revise _NA Comments: _Conforms _Revise _NA Comments: Conforms _Revise _NA Comments: Page 7 of 9 k:ll-iando u ts\CPTED~ _�%..U„ dna Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, Peaces, and gutters next to second story windows or balconies that could provide a means of access. ■ Other strategy used: Fol 2.5 Security Reduce opportunities for unauthorized access Consider the use of security hardware and/or human measures ❑ to reduce Opportunities for unauthorized access. (Applicable during Certi ►rate o �ccu anc Ins ecrion . Other strategy 2.6 Signage Insure that signage is clearly visible, easy to read and simple to understand [Signs must conform to FWRC 19.140.060. Exempt Signs]. Use strong colors, standard symbols, and simple graphics for infonrtational signs. e For Surface `/Upon entering the parking area, provide both pedestrians and W drivers with Parking and a clear understanding of the direction to stairs, elevators, and exits. E) Parking Structures ❑ In multi -level parking areas, use creative signage to distinguish between floors to enable users to easily locate their cars. 6 ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. 8 ❑ Provide signage in the parking area advising users to lock their cars. e Evaluation for Agency Use Only _Conforms _Revise _NA Comments: —Conforms _Revise _NA Comments: Bulletin #022 —January 1, 2011 Page 8 of 9 k:lHandouislCPTED Checklist a„u y Functional Area Performance Performance Standard Standard Strategy r Applicable during Site plan Review 0 Applicable during Building Permit Review ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy A Section 3.0 ()wnership 3.1 Maintenance Create a "cared for" image Ensure that landscaping is well maintained, as per FWRC ❑ 19.125.090, in order to give an impression of ownership, care, and security. (ongoing). Where possible, design multi -unit residential uses such that no ❑ more than six to eight ■ munits share a common building entrance. Other strategy 3.2 Materials Use materials, which reduce the opportunity for vandalism. Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel ❑ materials, anti -graffiti paints, and clear over sprays to reduce Opportunities For vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e ❑ Where large walls are unavoidable, refer to FWRC 19.125.040(21) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of long ❑ wearing, vandal resistant materials and secured by sturdy anchor points, or removed after hours. 8 Other strategy Evaluation for Agency Use Only _Conforms .Revise _NA Comments: _Conforms _Revise _NA Comments: Bulletin #022 —January 1, 2011 Page 9 of 9 k:lHandoutslCPTED Checklist August 7, 2013 City of Federal Way Planning Department 33325 Sth Avenue South Federal Way, WA 98003 RE: Starbucics Modular, 2 $722 Pacific Hwy S, Federal Way File #I3-I02647_00_ UP' Technical Response Letter Response to City Comments Dear Mr. Herrera: Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS In reply to your review comments dated July 25, 2013, 5terlin Desi following responses in below each of your comments: g gn Associates, LLC is providing the Zoning and Land Use Matthew Herrera, 253-835-2638, matt.herrera@citYoffederalway.com .co 1. CPTED Checklist — Implementation of Crime Prevention throughym principles is a requirement of the a 's C Environmental Revised Code (FWRC) y Design Guidelines pur ua t to Federal Design (CPTED) ( RC} 19, 115.010(2). pmmunit g Please complete the enclosed CPTED checklist. Y The CPTED checklist has been completed and included with this submittal. Retaining g all —FWRC 19,120.120 requires retaining rock. brick, or contain texture and/or walls that are visible offsite be composed of Pattern and are limited to six feel in height from finished grade to top o wall. Please provide details of aesthetic nature of proposed wall on Property. the eastern portion of the Please see structural plans for wall details. 3. Garbage Enclosure —Pursuant to FWRC 19.125.150(4), garbage . Please relocate the garbage enclosure out setback. g and recycling enclosures may not be located in required yards Outside of the 20-foot residential zone Done. 4. Parking — Pursuant to FWRC 19.120.020, the minimum vehicle food restaurant uses in a 13C zone are one stall for each 80 square f the r° q parking stall requirements for fast proposed b00 square restaurant. With author -it frog,., FWRC feet of grass floor area Or 8 stalls for y RC 19.130,080(2), staff would RESUBMITTED AUG 09 2013 CITY OF FEDERAL WAY CDS Wa ne T. Jay M. Newell, PE Y Sterling, RLA, LEED AP 2009 W, Littleton Blvd. #300 Littleton• Co 80120 www.SterlingDesignA soc at2 es com consider reducing the number of parking stalls if a parking study demonstrates a parking need in other similar Starbucks walk-upldrive-through locations are less than 8 stalls. Please add three stalls to meet code or submit a parking study for consideration. Three stalls have been added to site. A total of 8 stalls are proposed. S. Perimeter landscaping — Pursuant to FWRC 19.125.060(6), five feet of Type iII landscaping shall provided along the north and east boundaries and 15 feet of Type I landscaping shall be provided along the residential boundary. The requirement has been met along the north and residentialp g all be the east boundary is lacking deciduous and evergreen trees to be considered a Type III screen. Pleasebu include tree planting along the eastern border to meet this requirement. Per coordination with Matt Herrera at the planning department, a 6-ft high fence and shrubs will b shown along the pr•oper-ty fine to meet the Type Ili screening along the easterly Property line. e Starmwater and Engineering y Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com I. The trench drain at the site entrance is the sole means of collecting runoff from the site. The concern that this type of system may become easily plugged and not perform as desired. The engineer shall provide a more traditional means of stormwater runoff collection (i.e., Type i CB' re s) The City will allow for a small amount of runoff at the driveway entrance to bypass the collection system, if grade and elevation dictate that the CB's need to be located further into the site. The site storm drainage System has been revised to collect runoff in catch basins, prior- to the water quality cartridge system. A small portion of the driveway will bypass collection due to grading g 2. The point of connection between the new drainage system and the existing system in Pacific South shall be at either an existing structure, or a new structure (Type 2 CB) shall be placed in -I nrghway the proposed point of connection. e at A Type 2 catch basin is shown at the connection point to the existing system in Pacific H 3. Add one (1) street tree (Ater Rubrum — Red Sunset Maple — 2.5-inch caliper) e South. strip on South 288th Street. The new tree shall be located approx. 40 feet west of the existing I st eet tree to the east of the site, Done. 4. Flow Control Best Management Practices (BMPto 's} are be installed, per the requirements of 2009 King County Surface Water Design Manual (Kare to Section 5.2. I. the Flow control BMPs are shown on the plans per the requirements of a Small Sice, 2009 KCSWDM Section 5.2.1 and Appendix C. Flow control BMPs in the form of sheet flow dispersion, aloe the thr-u lane, and a rain garden located south of the proposed building are shown. g dr ive- Wayne T. SterliJay M. ng, LA, LEE Newell, PE g, , LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingD-ignAssodates.com S. The following should be made a condition of project approval: system {olio following R_X media conditions listed on the Washington may be used far- thiste, However,he proposed water ashin its use wilt begsuuaf- bject to the re nt icy C of all inspection re °n State DOE C.Li.[_.p with the owner CO provide Co the Cityo parts and any installation and/or its agreement entered into owner and Contech {or- any other 3r-d art have to agree to repinstall e copies party installer and/or- maintenance Provider). The owner the should it be found that the in tall another- water talR){ system" is not treatment system (approved weer will treatment, providing { PP °Vw e the City}, g the necessary level of water quality Per a Phone conversation with Kevin Peterson, a maintenance City ted to the Prior CO receiving the certificate of occu agreement will be submitted Y Transportation Sarady Long, 253-835-2743, sarady_iong@citYoffederalway.com Y m I • Queue storage is adequate to meet anticipated vehicle peak. Noted. 2. Transportation concurrency analysis is undervvay. Results o under separate cover. f the analysis will be forwarded to you Noted. Water/Sewer Brian Asbury, Lakehaven Utility District, 253-946-5407, basburY@Iakehaven.org Construction Note I indicates a I �'@lakehaven.org current Lakehaven information indicates this is a be install setter ' meter to be installed in the existing service setter/box, hove would be required if a I " size meter is warranted; Service line t me Lakehaven, based on a &box- A water, service `� P however, applicant's estimated maximum ter sixes to be determined meter/setter/box would be performed b & minimum usage rates (gpm). Any/aff work on The usage requirement has been submitted to Lakehaven forth their use to size the meter and service line. - Construction Notes 3, 4, 5, �, 14, is Lakehaven's typical standard far all non-residenticate al 4,jnch service sewer i standard &allow 4-inch s sewer service i Pipe, however 6-inch diameter P Pe can be sim le ce F"Pe. Request to modify to typical Plans have been revised to show a 6-inch side sewer s P ema"I submrtta! ro I akehaven. ervrce. 3. Construction Notes 4 b, 9, EYPicaf minimum for all sealerservice allr indicate i% sewer service pipe sloe o Pipe slope with minimum of I � pipe. Request to modify P however 2/ is Lakehaven's a can be to at the time typical nn for this t& allow less than 2% is submitted to Lakehaven (Grade Release Agreement would be - required). wet service work Wa ne T. Jay M' Newell, PE Y Sterling, RLA, LEED AP 2009 W- Littleton Bird. #300 Littleton, Co 80120 www.SterlingDesignA socia92 es.com Plans have been revised to show the side sewer service at 2.0% minimum. 4. Application to Lakehaven for a Sewer Service Connection Permit for the proposed sewer service work is required. Application will be submitted to Lakehaven Utility District. If you have any questions regarding these responses, or the revised plans; please contact me by email or phone at Sara sterlin desi nassociates.cam or (303) 794-4727 ext. 204. Thank you, 6MAAW^'�) Sara J. Martin, PE On behalf of Sterling Design Associates, LLC Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794,4727 www.Sterl i ngDesignAs s ocia tes.com CITY OF Federal July 25, 2013 Andy Paroline 3617 SW Charlestown Street Seattle, WA 9$!26 Way CITY HALL FILE 33325 8th Avenue South Federal Way, WA 98003-63325 (253] 835-7000 www.64,ofederahvaycom RE: FILE #13-102647-00-Up; TECHNICAL RESPONSE LE�..I.ER Starbucks Modular, Z$72Z paciPc Hwy S, Federal Way Dear Mr. Par'oline: City staff has completed the initial review of your June 17, 2013, Process 11 Ma application submittal package. Site improvements include anew modular drive-t restaurant, stormwater vault, vehicle queuing lane Master Land Use up U} complete at submittal. a parking, and landscaping. The wa p g• application was deemed TECHNICAL CpMMENxS Unless Otherwise noted, the following comments provided by staffreviewin addressed prior to issuing the administrative site plan decision. Please direct the teclu,ical comments to the appropriate staff representative. Plan decision. g Your project must be questions regarding any of Zoning and Land Use Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com 1. CPTED Checklist — implementation of Crime Prevention through Environmental Principles is_a requirement of the ci 's nmental Design Revised Code tY Community Design Guidelines {OPTED) (FWRC) 19.115.0I0(2). Please complete the enclosed CPTED checklist. to ecal �� 2- Retaining Wall _ FWRC 19.120.120 rock, brick, or contain texture and/or requpattern and are limited to six feet in ires retaining walls that are visible offsite be composed of to top of wall. Please provide details ofaesthetic nature of from property proposed waft on theteas eastern grade Portion of the 3• Garbage Enclosure be located in re Pursuant to FWRC I9.125.150 4 guired yards. Please relocate the ()' garbage and recycling enclosures may not zone setback, garbage enclosure outside of the 20-foot residential 4- Parking — Pursuant tO FWRC 19.120.020, the minimum vehicle parking food restaurant uses in a 13C zone are one stall for each $0 square Feet of the proposed 600 square -foot restaurant. With aor each Fr p long stall requirements for fast consider reducing the number ofparking stalls if a parking stud de grass floor area or 8 stalls for tY from F WRC 19. 130.080(2), staff would similar Starbucks walk-uF/drive-through locations are less than 8 stalls. Pleas code or submit a parking Y monstrates a parking need in other P g study for consideration. a add three stalls to meet Mr. Paroline July 25, 2013 Page 2 five feet of Type III landscaping shall 5, Perimeter Landscaping_ Pursuant to FWRC 19.125.060(6), caping shall be provided be provided along the north and east boundaries has beeand 15 n met 1 g thfeet of Type I e osrth and residentialIlI p The requirement along the residential boundary. trees to be considers a Type, but the east boundary is lacking deciduous and evergreenuirement. boundary, planting along the eastem border to meet this req screen. Please include tree p g stornnwater and Engineering Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com re is at the site entrance is the sole means of collecting N a rmoff o as desired. Ththe site. e engineer 1. The trench drain1 CS's with grates). concern that this type of system may become easily Plugged an the collection shall provide a more traditional means of r° off � � runoff Collection enitranse to bypassa site. The City will allow for a small amours system, if grade and elevation dictate that the CB's need to be located further into stem in Pacific Highway 2. The p t� actors, or a new structwe (Type 2 CB) shall be placed in -line at pint of connection between ths new drainage system and the existing system South shall be at either of connect ong the proposed p Planter strip brun 3. Add one (1) street tree (Acne w tree s a Red SunsetMaple a arox. 40 feet west of the existing street tree to on South 28e Street. The new tree shall be o P the east of the site. Mp's) are to be installed, per the requirements of the 4. Flow Control Best Management Practises Section 5.2.1. 2009 King County Surface Water Design Manua approval: (�,CSWDM) treatment following should be made a condition of project approval: me proposed use willer bel ub*t to the 5. The f g de a coh) may be used for this site. However, its use system (MetalRX media by penance agreement entered into between the . 'ons listed on the Washington State DOB C.U.L_�, with the owner to provide ro the sty copse conditions installation and/or ma of all inspection reports and any Contech (or any other 3rd party installer and/or maintenance provider). The Owner City}, owner and treatment system (approved by have to agree to replace or install another ratrn not providing the necessary level of water quality should it be found that the Meta1RX sY treatment. Transportation d ion ci offederalway.com Sarady long, 253-835-2743, sara y• g@ tY 1. Queue storage is adequate to meet anticipated vehicle peak. 2. Transpo rtation concurrency analysis is underway. Results of the analysis will be forwarded to you under separate cover. Doc. I.D. 63747 13-102647 Mr. Paroline July 25, 2013 Page 3 Water/Sewer Brian Asbury, Lakehaven Utility District, 253-946-5407, basbury@lakehaven.org 1. Construction Note l indicates a l " meter to be installed in the existing service setter/box; however, current Lakehaven information indicates this is a 5I8"x314" setter & box. A water service °Upsize" would be required if 1 " size meter is warranted; service Iine & meter sizes to be determined by Lakehaven, based on applicant's estimated maximum & minimum usage rates {gprn)• Any/all work an meter/setter/box would be performed by Lakehaven. 2. Construction Notes 3, 4, 6, 9, 10, & i I all indicate 4-inch size sewer pipe, however 6-inch diameter is Lakehaven's typical standard for all non-residential sewer service pipe. ify standard & allow 4-inch sewer service pipe can be simple email submittal to Lakehavquest to en. to typical 3. Construction Notes 4, 6, 9, & l I all indicate I % sewer service pipe slope, however 2% is Lakehaven's typical minimum for all sewer service i Request to modify to typical standard & allow less than 2% pipe slope with minimum of 1 %can be accomplished at the tirne application for this sewer service work is submitted to Lakehaven (Grade Release Agreement would be required). 4. Application to Lakehaven for a Sewer Service Connection Permit for the proposed sewer service work is required. APPLICATION STATUS As of today, the I20-day review period for the Use Process application has stopped The review period will begin again within I4 days of a complete resubmit] of items requested/corrected. When resubmitting requested information, please provide a written response to each of the above - referenced items, four copies of corrected reports, and six copies of corrected full size plans with the enclosed resubmittal form. pursuant to FWRC 19.I SASO, if an applicant fails to provide additionl a information to the city within I80 days [January 21, 2014) of being notified that such information is requested„ the application shall be deemed void. The FWRC can be reviewed in its entirety at h :Ilwww.eode ublishin comlwalfederalwa 1 If you have any questions regarding this letter or your development project, please contact me at 253-835- 26383 or matt.herrera@cityofl'ederalway.com_ erely Matthew Herrera Associate Planner enc: Resubmittal Handout c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation planning Engineer Brian Asbury, Lakehaven Utility District 13-102647 Doc. LD. 63747 CITY OF FEERAL DEPARTMENT OF COMMUNITY DE LAOPMEN T SERVICES DATE: TO: FROM: COMMENTS.• FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECTADDRESS: ZONING DISTRICT.• M June 18, 2013 Ann Dower, Development Services Rick Perez, Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Matt Herrera — Planning Division I think I'll forego the internal DRC meeting. I'll be looldn to et cornrnereis oert tlae week of Jul 8 13-102647-00-UP 13-101297-PC STARBUCKS MODULAR 28722 PACIFIC HWY S LIN PROJECTDESCRIPTION: Proposal to demolish existing structure and construct new modular Starbucks drive -through and walk up facility. LAND USE PERMITS., PROJECT CONTACT.• MATERIALS SUBMITTED: Process II ANDY PAROLINE 3617 CHARLESTOWN ST. Seattle, WA 98126 1. Signed MLU 2. Submittal Checklist 3. Vicinity and Parcel Map 4. Site Photos 5. TitIe Report (2) 6. WaterlSewer Availability (2) 7. Drive -Through Queuing Assessment 8. Geotechnical Report (4) 9. Technical Information Report (4) single - sided (2) double -sided 10. Plan Set (8) a. Civil Sheets C 100 — C702 b. Landscape Plan L101 —L103 c. Boundary & Topographic Survey Sheet 1 d. Photometric Lighting Plan E102 e. Elevation A202 f. Floor Plan I-112 g. Photo Renderings MEMORANDUM DATE: TO: FROM: SUBJECT: June 13, 2013 Wayne Sterling Jeff Schramm %OTENW Transportation Engineering NorthWest Drive -Through Queuing Assessment Starbucks at S 288th Street and Pacific Highway S in Federal Way, TENW Project No. 4738 WA This memorandum documents the queue analysis conducted for the Proposed Starbucks northeast corner of Pacific Highway S and S 28$lh S#reef in Federal VVay. The ur o summarize the data coliercted and queues observed tr 3 exis e ra prposeof located at the s estimate vehicle queues to the Proposed Purpose se to this memo is To p posed location on Pacific Highway South in Federal drive -through ay lions in order Project Description The proposed project includes a new approximately 600 square foot (5F) modular a drive -through and walk-up customer accommodations. A total of 3 parkin stalls norlh side of the building entrance. The drive through lane accom Starbucks building with pick-up window and the drive -through entrance; an additional 3 vehicles g ore proposed at the the drive through entrance and Pacific Highwaysouth m°dates 1 Q vehicles behind the store can be accommodated behind far a total of ] 3 vehicles. Data Collection Vehicle counts and queues were observed at 3 existing Starbucks drive -through locati one in Kirkland and Bothell, Washington. Vehicles entering the drive -Through were counted at 3 location s from a.m. for 4 weekdays May 28-31, 2013, Table i provides a surnma g and observed vehicle queues measured from the order point n entering v 9:30 Provides the adjacent street average daily traffic AD po (not The Pick-up window). The table also �' of the number of entering vehicles Table ] i T} in order b provide a comparison between the sites. Drive -Through Counts and Queue Summary Veh. Enter Adjacent Street Observed Av Location Drive-Tilru t11 t]ai1 g Observed Peak TrafFc 2 NE 851h 1 Veh. Queue (3t Street -Kirkland 21! Veh. Queue (3t 1001h Ave NE - Kirkland 37,500 5 veh 178 9 veh 25,000 1201h Ave NE - Bothell 4 veh 227 7 veh Avg 3 Sites 3 veh 208 15,000 _ 5 veh 26,000 4 veh ~- Pac Hwy (Estimate) (4) 200.220 7 veh 26,000 4 veh 1. 4-day taunts from 5:3p-g;30am an r 4py 28 t, 2013. 2, based on hisioric data 7 veh from Cify counl dpfof�oses. 3. observed k vehicies in queue measured from order Point (not 4.13ased an queue observations at other 3 A window). MUM sites and pally iraf+c Count oiong odjacenl Pacific Highway S. RECEIVE�3 Transportation Planning j Design j Traffic Impact 8 Operations 816 - 61h Street South, Kirkland, WA 98033 ) Office (425) 889-6747 SUN - 2013 CITY OF FEDERAL WAY CDS Drive-Thru Queue Assessment Federal way st❑rbuak, Queue Assessment from 3 Sites Studied Considering the driveway counts, queue observations, and adjacent street traffic summarized in Table 1 the average vehicle queue of about 4 vehicles and o peak of 7 vehicles back from the order point would be estimated for a Starbucks drive -through with approximately 26,000 average daily traffic {ADT1 on the adjacent street. While other factors may contribute to the number of vehicles entering any Particular Starbucks drive -through such as staffing and expanded menu choices, the data collected at the 3 locations in Kirkland and Bothell provide information that can be used to estimate average and peak vehicle queues at future locations. q ues Based on observations at the between 6:30 and 9:30 p.m., 3 locations, the average queue occurs throughout the morning peak period while the peak typically occurs only a couple times per hour. Queue Assessment at Proposed Site Review of the site plan for the proposed new Starbucks drive -through location on Pacific Highway South at S 2881h Street indicates that the drive -through lane can accommodate 5 vehicles from the order int before blocking would occur at the front parking area for 6 stalls. An additional 3 vehicles can be accommodated behind the clearance bar to Pacific Highway South, which results in a fatal queue storage of 8 vehicles between the order point and Pacific Highway South. Findings & Conclusions Based on traffic counts collected and queues observed during the mornin peak Kirkland and Rothe!!, WA an average queue of 4 vehicles would be anticipa ed at period proposed Pacific in fic Highway location during the morning peak period. The peak queue, anticipated to occur a couple times an hour, is estimate to be 7 vehicles. The anticipated 7-vehicle peak queue can be accommodated within the site plan design without impacting northbound through traffic on Pacific Highway South. Durin the occasional periods of peak queues, vehicles parked in the 3 stalls in front of the building may blocked th until the queue dissipates or a vehicle provides a gap for entry or exit. cc: Jeff Haynie, P.E. — TENW Principal V TEN W June 13, 2013 Page 2 CITY OF NI", Federal Way DATE: June 26, 2013 TO: Will Appleton FROM: Kevin Peterson SUBJECT: New Starbucks Modular Coffee Shop (13-102647-00-UP) 28722 PACIFIC HWY S MEMORANDUM Public Works Department Starbucks has submitted for Land Use approval to redevelop the commercial S288th Stand Pac Hwy So (see attached site plan), and construct a new modular coffee shop building. This will be a drive-thru and walk-up oniy Starbucks with no inside seating. Property at the NE corner of The engineer has submitted their preliminary TIP,, and they are proposing to install a water qualitytreat faciilty that has only received a Conditional Use Level Designation from DOE for both Basic and Enhanced Treatment (see attached CULL]). The treatment facility is a Contech Media cartridge system Went Product called MetalRx. 9 Y m using a new Assuming DOE and Contech would approve the installation of this system on this site, following the conditions ' of the CULD, would the City approve it as well? Thanks WA SHIN 6TGN STATE E CAOTLEOTC Y November 2012 CONDITIONAL USE LEVEL DESIGNATION FOR BASIC TSS)AND DISSOVLED METALS (ENHANCED) TREATMENT For CONTECH Engineered Solutions Stormwater Management StormFilter® with MetalRxTM media Ecolo 's Decision: Based on Contech Engineered Solutions application, Ecology hereby issues condi designation (CUED) for the Storrnwater Management rs ixonaI use level cartridges: cznent StormFilter using Meta)RxTM media Conditional Use Level Desigation ('CULD) or Basic Treatment tota Dissolved Metals C'Enhanced') trea(Thent. ( 1 suspended solids) and for Sized at a hydraulic loading foot (sq ft.) of media surfacrate of no greater than minute l gallon per e, per "Ta-ble I . (gPm) .Per square Using Contech's MetaIRx media. Specifications for the media shall match the specifications provided by the Mmufactw er and approved by Ecology. Table I. StorzrzFilter design flow rates for 1.8-iuch. diameter cartridges with id mediwila, operating at I gpmisq ft. Meta' 727 rtridge hei it Cartridge flow rate (Rnl/cartridge)5 7.5 11 .2s The use level designation expires on June 30, 2016 unless Ecology extends the date subject to the conditions specified below. ,and is Page l 1 • Ypically, CONTECH designs StonnFilter systems for a target filter media replacement interval of 12 months. Maintenance includes _r a removing diaccumulatedm sediment from the vault, and replacing spent cartridges with recharged • Indications of the need for maintenance included the effluent cartridges. below the design flow rate, as indicated by the scurnIine above the s! flaw decreasing to cartridge: shoulder of the • i7wnersloperators must inspect StormFilter with .MetalRx far a minimum of months from the start of post operation to determine sitesspecific twelve maintenance schedules and requirements. You must conduct inspections the wet season, and every oilier month during the dryon. monthly during SWMMWW the wet season in western Washington istOctoberA ording iris o the rc to SVf�MMEW the wet season in eastern Washington is October I to June 30 According first Year of operation, ownersloperators must conduct ins during the first year of 'inspections. }After the inspection based on the findings • Conduct inspections b Y qualified personnel, follow manufacturer's guidelines, and you must use methods capable of determining either a decrease in treated effluent flowrate and/or a decrease in pollutant removal ability. * When inspections are performed, the following f ndin�s maintenance triggers: typically serve as • Accumulated vault sediment depths exceed an average aft inches; or Accumulated sediment depths on the tops afilZe cartrid es ex vf0.5 inches, or g geed an average • Standing water remains in the vault between rain events, or • Bypass during stormsthan. smaller an. the design storm. • Note: If excessive tlaatables (trash and debris) are present, perform a maintenance consistingof minor grass solids removal, not cartridge replacement. l0_ Discharges fi'vm the StvrMFilter systems containing contribute to water quality standardMetallZx media shad s vioIaiions in receiving waters. l not cause or Applicant: CONTECH Engineered Solutions Applicant's Address: 11835 NE Glenn Widin Dr. g Application Documents: Portland, OR 97220 August 27, 20I21etter from CONTECH En Washington State De gineered Solutions requesting a CULD from parhnez�t of Ecology. Application and Supporting MetalRXTm ppfic F documentation at a Specific F. StOn water Management StormFilter® Flow Rate on f I gpm/�. Page 1 3 TAPE assessment range of 0.005 to O.02 m 0,024 mg/L to 17.0 mg/L. Dissolved copperremo al ranged from I5to g7 an ged from (average of 65 percent). percent Field testing • Monitoring was conducted of a StormFilter system using a blend ofperlite and Me media treating runoff from a 2.3-acre parking lot_ Influent TSS concentration ranged frQ 22 to 71 mglL_ Discrete TSS removal efficiency ranged from 68 to 78 percent 5 storm m events). Removal efficiency for influent dissolved zinc in the range of 19 t ranged from 41 to 77 percent, with an average of 63 percent (6 storm events). Disved copper removal for a single event was 22 percent (influent 3.33 uglL; effluent 2.59 ug/Ll ved . • Monitoring was conducted of a large-scale StormFilter system using MetalRx media ) treating runoff from I52 acres of airport runoff (roads landscaping). , Parking lots, roofs,landscaping). The StamaFilter system is downstream of a detention pond; therefore; influent TSS concentrations for all monitored events were lower than the lower end of TAPE assessment range (<20 m the Percent for influent concentrations from 30 to S2zug1L Averageinc removal nged from 47 to 80 was 68 percent (I I events). Dissolved copper removal ranged dissolved zinc removal influent concentrations from 7.7 to 1$ u g from -3 to 54 percent for Percent (I I events}. Average dissolved copper removal was 32.3 • Monitoring was conducted of a StormFilter system using XFCSF media treating runoff from a 1-acre galvanized metal roof The XFCSF media is similar to MetalR.x media except that XFCSF media comprises s s stlightly larger gradation of media pellets. TSS removal was not monitored for thiud . higher �� the upper end of the TAPE assessment rangeuent dissolved zinc concentrations were all 389 to 11,600 u g ( 30Q uglL}, and ranged from g/L. Dissolved zinc removal ranged from 25 to 90 percent, with an average removal of 64 percent (12 events). Influent dissolved copper ranged from 2.1 to 18.2 uglL. Dissolved copper removal ranged from 27 to 76 percent, with an average removal of 55 percent. g Other StormFflter system MetalPx media matters to be addressed by the company: 1. Test the system under normal operating conditions, such that pollutants partiaIlfill settling basin. Results obtained for "clean" systems may not be representative oftypical Performance. 2. Conduct field-testing at sites that are indicative of the treatment goals. 3. Conduct testing to obtain information about maintenance requirements in order to com e up with a maintenance cycle. 4. Conduct loading tests on the filter to determine maximum treatment life of the system. y m. Technology Description: Download at: h :Il�vww conteches cam/Products/Stormwater- Mana ementlTreatmentl5toro watcr- ManaLyernent_Ct.,r.�.�:Y.__ _ Page 1 5 C�:NTFCN` ENGINEE$i p SQLUTfpNS August 27, 2012 Doug Howie Water quality Section Washington State Department of Ecology 300 Desmond Drive Lacey, WA 98503 Subject: Stormwater Management StormFlters with MetalR)(— Request for COLD Dear Mr. Howie, OM"mh Lknelmwo Sdutlo� 11C t t935 NE =WEB W Pon6M. oR 9),2w Ph'" team W-40ea CONTECH would like to request a Conditional Use Level Designation XULD) For the STorrnwater Management Storm Fitter- {StarmFilter) with MetallixTM' May 9, 2012 fetter entitlmedia ope ed "TAPE 2011 Subrrlitta! for Can ech Storm Fllter with Meta) Rx media 1 peeiRc Flaw rate of 1.0 gAmIR'. ECology indicated in a consider the o logy anon for a CULD provided that Cvntech commit to monitor. Cantech will commit to f er:ding a site tha can satisfy Ecology's dissolved metals concentrations and Praviding a 4uafit { gPm�n�]" tha[ it would Eralogy within 2 years of issuing a CULD. Y ►lssurance Project Plan t [Per TAPE 2Q11} to Sincerely, Sean Darcy Regional Regulatory Manager CONTECH Engineered Sofutions Page 1 7 Ls = 4 F-14 O 0 c� S �I CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2AUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. _ 3>irit'7vY 1p}�1' 2CurCAYF ,.Ls.ILT '- SOUTH 288TH STREET sL?DACN '. � f — qo' 13 re ad � �• d SA•15 CAUTION - NOTICE TO CONTRACTOR ,n E CONTRACTOR IS SPFCEICALLY CAUTIONED THAT THE LOCATION ANDOR ELEVATION OF EXISTING UTMr;IES AS SHOWN ON THESE. PLAT4SIS BASED ON RECORDS OF TNT•. VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE F9ELO THE I NFCRA1ATEN $15 NOT TO BE RELIED ON AS REINS EXACTOR COMPLETE THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 4A HO1/R3 BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOC ATONSDF THE UNJTES. IT SIW.LSH THE RESPONSIAIUTYOF THECONTINFTORTO RELOCATE ALL SuRTIMD UTKITIES WHICH CONFLICT WITH THE PROPOSE IMPROVEMENTS SILOWN ON THE PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIRANY DAMAGE AT HIS EXPENSE STARBUCKS COFFEE COMPANY A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON GENERAL NOTES 1. REFER TO SHEET C700, C701 AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. 2 REFER TO THE LANDSCAPE PLAN, SHEET L101, FOR STREET TREE PLANTINGIOCATONS. CONSTRUCTION NOTES O CC/STRUCC CONCRETE PAVEMENT IN ACCORDANCE WITH THE GEOTECILHIICAL REPORT PAVEuFNT RECOIAAENAATDNS IHGlLdR1C, BUT NOT L1MR-EO TO THE PAVEMENT SECTION, MATERLAL AND SUBGRADE PREPARATION- COOANNATE MODIFICATIONS MATH THE OWNERIDEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION 2 CONSTRUCT ASPHALT PAVEMENT IN ACC(FRDAHICE WITH THE GEOTECINICAL REPORT PAVEMENT RECOMM EHWITION.q INCUjpwG, BUT NOT LIMITED YQ THE PAVEMIENT SECTION, MATOUALANOMMGR\DE PREPARATION. COCRDMTE MOMFICATiONS YKIM THE O WNERMEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PFWR TO CONSTTIOCT IOK O CONSTRUCT PRIVATE CONCRETE SIDEWALK AS DIMENSIONED AND IN ACCORDANOG V4TH THE GEOTECHNICAL REPORT RECOMMENDATIONS INCLUDING, BUT NOT LIMITED TO THE PAVEIA ENT SECTION, MATERIN, ANO SU8GRA0E PREPARAT1OHl COOROMIATE MOOR CATIONS WITH THE OWLERIDEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PRIORTO CONSTRUCTION- RE: SHEET C20Z DETAIL& ® CONSTRUCT PRIVATE CURB RAMP, TYPE AS SHOWN. RE SHEET C301 AND CM DETAIL E. O5 PAINT 4-INCH WIDE, WHITE PARKING LOT STRIPES AS SHOWN © PAWT 44NCH WIDE. V,"TE STRIPES. Z-FE ETLIN,CENTERAT 45' WITH 44NCH WIDE WHITE BORDER STRIPES AS SHOWN, TYc: SHECT C202. DETAILK O PAINT HANDICAP SYMBOL RE SHEET C202, DETAILS O PAINT OR INSTALL GREEW WHITE VEHICLE DIRECTIONAL ARROW. RE SHEET C20Z DETAIL C. O PAINT 10 FOOT LONG BY 2 FOOT WIDE WHITE STOP BAR AS SHOWN. 1U INSTALL HANDICAP PARKINGSIGN. INCLUDE NAM PLACARD WHERE SHOWN. RE SHEET C202, DETAIL D. 11 INSTALLPRE-MENU BCVIRD. RE SHEET C701, DETAILS 1© INSTALL MENU BOARD AND ORDER POST. RE SHEET C701, DETAIL D. 13 CONSTRUCT TRASH ENCLOSURE RE STRUCTURAL PLANS 40 INSTALL SITE UGHTNG. RE: PHOTOMETRIC PLAN AND DETAILS 15 INSTALL CLEARANCE BAR RE SHEET C701. DETAIL 16 INSTALL -DRIVE THRLF DIRECTIONAL SIGNAGE RE: SHEET C701, DETAILS B AND C. 1© INSTALL -THANK YOU' AND'DGT ONLY- DIRECTIONAL SIGNAGE RE SHEET CM, DETAILS F. 18 EXISTING WALK TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 19 INSTALL CONCRETE FILLED STEEL PIPE BOLLARD. RE: SHEET C70Z DETAIL F. ® INSTALL ONE (1) BIKE RACKS, RE: SHEET C20Z DETAIL F. g INSTALL MONUMENT SIGN. RE: SHEET C702, DETAIL A. ® EXISTING CONCRETE DRIVEWAY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION ® EXISTING RETAINING WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION - CONSTRUCT CONCRETE RETAINING WALL RE STRUCTURAL PLANS ® CONSTRUCT PUBLIC SIDEWALK RE COFW STD DWG NO.3-12 © CONSTRUCT PUBLIC CONCRETE CURB A GETTER RE: COFW STD DWG NO- 34A ® INSTALL STOP SIGN. RE SHEET C202, DETAIL G. ® PAINT 44NCH WIDE, WASHED WHITE STRIPE AS SHOWN ® PAINT 44NCH WIDE, SOLID WHITE STRIPE AS SHOWN. L�� 0 10 211 40 NORTH SCALE: 1' W-O' LEGEND EXISTING PROPOSED CURB AND GUTTER — — PROPERTY LINE LIGHT POLE a HANDICAP PARKING SPACE LANDSCAPE AREA LS 4c cc PAINTED TRAFFIC ARROW PAINTED STOP BAR PARKING COUNT 10 Sterling De* Armbles, Ilc M1'IL EN CJ t <RS - U. NDSOAH ARC-1f-r`'Z zoos w.d— u4 O W120 30a IiJ9447l7phph PAEYARfTJ uh EA TIC RIQ usLFfl'SIR, CF JAY Y. MOAFI; P L WAgHWTpI AT�061PATKN R0.?>:19 Fcaacx+elawFaF STERT+4OE31aM AS6OCGIiiA 11C STEMIN DESICYIASSOCIATESLLC �mmuAr4 rr. cEsosloa Aw x are Tm. •vnacaniw�iTe Trc r•0. u,S! oEscrmnuc GM 6117113 1-=2U-0' ,�,,e,,,nY1R Pt�WECi n2 JMN Ww.ei ar, enawlo �aL SJM • PROJECT NO.58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206)318-1575 SITE PLAN —1-1 C201 amp [41ngCaunty Department of Development and EnvironmentaON Building Services Division R��C) 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 ��; 206-296-6600 TTY 206-290-7217 Web date: 0412612007 WATER AVAILABILITY: ..KING C-oUNTY CERTIFICATE OF �1 1 WATER AVAILABILITY - ERU For alternate formats, Call 206-2.96-6600. This certificate provides the Public Health - Seattle & king County Department and the Departmeni of Development and CnvironnCM �0N tDiarMlu*AX1lion necessaryto evaluate development proposals;, 6 Do not write in this Number CYBuilding Permit liminary Plat or P II ❑ Short Subdivision I 2_rgn or other: Applicants name: 1 Proposed use: - .__ /S • r Location (attach map and legal descriplion If necessary): P 115A 0911 1. a. Watei can be provided by service connection only -to an existing _ ^lp► (size) water main that is ( C):t �T feet from the site. OR � ❑ b. Water service will require an improvement to the water system of: ❑ m feet of water main to reach the site; and/or ❑ (2) The construction of a distribution system on the site; and/or ❑ (3) Other (describe): _ 2.( a. OR The water system is in conformance with a County approved water comprehensive plan- ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) 3. a. The.proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor, OR U ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. 9 a- Water is or will be avalfable at the rate of flow and duralIon indicated below at no less than 20 psi measured at the nearest fire Hydrant _ 1 Q: feet from the building/property (or as marked on the attached map): Rafe of flow of Peak Demarid: ❑ less than 500 gprn (approx. gpm) ❑ 50o to 999 gpm ❑ 100o gpm or more ❑ flow test of gpm 14catculaiion of _,XQQ:t gpm Duration., ❑ less than t hour ❑ 1 hour to 2 hours j(2 hours or more Other: OR (Note: Commercial hulldfng permits which toclude muliilamily structures require flow test or calculation.) ❑ b. Water system is not capable of providing fire Flow. 5. ;q a. OR Water system has certificates of water rights or water right claims sufficient to provide service, ❑ b. Water system does not currently haven necessary water rights or water right clai�s.. �a t T%6 €i%%T&N� K7X4 Mt ["aQ. St�V+•� �E Vt�aP�-r�9 �5��. - Comments/conditions: tc ;5 AbE y� Fo 9e�a5ey Gse , I certify that the above water purveyor Information is true. This certification shall be valid for one year from date of signature. LAItEHAVEN UTILITY DISTRICT -go t.f'C'A F�SBuR`f _ Agency name Si natory name 50 0�k7___ . 1(& Itle Signature Date -- ---Highest -_ . ..-.-.....- -- -- - - - - • ---- ....Mtn, .. . �f..- �---;----• - hi Pressure Zone; Lowest Elevatlon of Property Jr r ; Est. Max. Pressure io psi The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity lin-titations in District and Other Purveyor facilities. Water availability form Rev. 05-19-2003 Page 1 of 1 ROTE: Lakehaven Utility District f neither warrants nor guarantees eI All the accuracy of any facility Information provided. Facility locations and conditions are � k ITY 1315TRI subject to field verification. TITLE 0 25 50 Feet LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: K1tB Date: 8/15/1997 Location to be Modeled: Tax Parcel No. 888095-0000 (formerly 042104-9083) Lakehaven'/ Section Grid: K-05 S 288th St & 17th S Intersection: Add. Description: See attached map Pressure Zone: 578 Results By: JCB (form update only 6/3/13 by bia) Date: 8/20/1997 Model Run No.: Master Water System Model 2007.net FF P43 Condition Pressure (psi) Flow (gpm) Static 42 0 Fire Flow 20 5300 NOTES: Lakehaven's adopted level of service goals for fire flow rates are 1000 gpm within single family residential areas (including duplexes) and 2500 gpm for multi -family, commercial, industrial areas. Model results depict the theoretical performance of the water system under high demand conditions and are not guaranteed to represent actual system performance. A design professional should be consulted for site specific design purposes. The calculated fire flow capacity in the above table is based on a currently available residual system pressure of 20 psi at the location modeled. The model indicates that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above 3200 gpm. Fire flow capacities greater than 3200 gpm may be accommodated through water system improvements. Hydra Model Report-2008.doc (Form Rev. 5/30/08) IN 4.• S. 2s8 rl sT. Of I I •:j' 1 50� Sl/� � (10 }�{'I ' -�---•- bl as jI j 2 DI2 20 24 IS 17 5 7 I o Is s B l GJ •~'''ek I at � 14 10 13 14 12 12 I-------- !' ` v'lr,� I U II la ' LOT c 1 i" au U ski •� '.i^ 6� �..� � -_�_� As kk L "i su I so +I• fr All sr. •' • 51'.. • 'F1i O �GE1E* , , ,N, } j ; 14 1 14 I _ l)1s� 0 Web date: 0412612007 EWER AVAILABILITY: g,C4 K In ji KING •CMUNTY CERTIFICATE bF Department of Development and Environmental Services SEil4�CR AV�ILAif3fi ITY ERU(SN Building Services Division NEW 900 Oakesdale Avenue Southwest , Renton, Washington 98057-5212 For alternate formats, call 206-296-6600.! 206-296-6600 TTY 206-296-7217 1-4 This certificate provides the Public hlealth - Seattle & King County Department and the Department of Development and Environmental Services with information necessary to evaluate development proposals. rM Do not write in this box Number Name Building Permit ❑ 1:�Fejlmlnary Plat or I'UD ❑ Short Subdivision Or other: Applicant's name: !� Proposed use: Location (attach map and legal description if necessary): AMy gna� 9. X a. Sewer servicecan be provided by side sewer connection only to an existing S" VtA `t. size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer mink or lateral to reach the site; and/or ❑ (2) The conslruction of a collection system on the site; and/or ❑ (3) Other (describe): 2. V a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. b< a. The proposed project is within the corporate limits of the district or has been granted Boundary Review Board approval for extension of service outside the district or city. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will he necessary to provide service. 4. Service is subject to the following: a. Connection charge: TA 15C b. Easement(s): 17F PECy_tj l RtE'D. _ c. Other: AEWEA : rQR tcE _NE=Izr1 fE9MJ7!F7 V-EQut9ED * The District, at its sole discretion, reserves the right to delay or deny sea-er service based upon capacity limitations in District and Other Purveyor facilities. I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature, LAKEIIAVLN UTTL_ITY DISTRICT ene 9 Y name Title _ pt_-) Siyn• ory me nature Date sever availability form.cloc b-cert-sewer.pdf 02-07-2002 Page I of 1 3322049213 28620 3322049042 28620 EMU c 3 °c' �I c� v CO a _ zi U L r28722 9119 3322049109 a 1718 ,y` J 33 M 287116 kD S 288TH ST 5-0275 18" 0421049088 8880950000 6,Lnlola HDTE: Lakehaven Utility Districts TITLE 1neither warrants nor guarantees the accuracy of any facility 0 25 50 information provided. Facility Iocations and conditions are Feet TITY subject to field verification. 06103/2013 S FMr 0_1 (*o Chicago Title Insurance Company COMMITMENT FOR TITLE INSURANCE BY Chicago Title Insurance Company Chicago Title Insurance Company, a Nebraska corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Pro- posed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Require- ments; all subject to the provisions of Schedule A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Chicago Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Chicago Title of Washington 701 Sth Avenue, Suite 2300 Seattle, WA 98104. FORM 72-83-06 (6108) Chicago Title Insurance Company asss�� �■)t,4I 4 - A President ATTEST. „rC ,•k . Secretary RECEIVED JUN 17 2013 CITY OF FEDERAL WAY ALTA Commitment - 2006 CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability, previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed insured and such parties included under the definition of Insured in the forth of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon Covered by this Commitment, In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amounts of Insurance is $2,000, 000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parries. You may review a copy of the arbitration rules at <http:/hvww.alta.orgl>. ALTA Commitment - 2006 FORM 72-83-06 (6108) CHICAGO TITLE COMPANY 701 FIFTH AVENUE, #2300, SEATTLE, WA 98104 A.L.T.A. COMMITMENT SCHEDULE A Order No.: 1360698 Title Unit: U-06 Customer Number: NBU# 713 0 0 4 3 3 - 28722 PAC HWY FED WAY Phone: (206)628-5610 Buyer(s): STARBUCKS CORPORATION Fax: (206)628-9717 Officer: SAVIDIS/CAMPBELL/EISENBREY/HARRIS Commitment Effective Date: MARCH 29, 2013 at 8:00 A.M. 1. Policy or Policies to be issued: AAmount: $ 5 0 0, 0 0 0.0 0 LTA Owner's Policy EXTENDED POLICY (6/17/2006) Premium: $1,974.00 NON-RESIDENTIAL PRIOR POLICY RATE Tax: $ 187.53 Proposed Insured: STARBUCKS CORPORATION, A WASHINGTON CORPORATION Policy or Policies to be issued: Amount: $ p . 0 0 ALTA Loan Policy Premium: Tax: Proposed Insured: Policy or Policies to be issued: ALTA Loan Policy Amount: $ 0.0 0 Premium: Tax: Proposed Insured: 2. The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3 . Title to the estate or interest in the land is at the effective date hereof vested in: POLL FEDERAL WAY, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY 4. The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT coMMAm/KW/11.1.05 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE .E A (Continued) Order No.: 1360698 Your No.: LEGAL DESCRIPTION EXHIBIT (Paragraph. 4 of Schedule A continuation) THE WEST 100 FEET OF THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EAST OF PRIMARY STATE HIGHWAY NO. 1; EXCEPT THE NORTH 1084.76 FEET THEREOF; AND EXCEPT THE SOUTH 20 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 6641477; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 8704150548; AND EXCEPT THAT PORTION THEREOF CONDEMNED BY THE CITY OF FEDERAL WAY PURSUANT TO AMENDED STIPULATED CONSENT JUDGMENT AND DECREE OF APPROPRIATION ENTERED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-31009-5 KNT, RECORDED UNDER RECORDING NUMBER 20030801000670; AND EXCEPT THAT PORTION THEREOF CONDEMNED BY THE CITY OF FEDERAL WAY PURSUANT TO AMENDED CONSENT JUDGMENT AND DECREE OF APPROPRIATION ENTERED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 06-2-01388-3 KNT, RECORDED UNDER RECORDING NUMBER 20070518001886. CUMCMA6jR[7A�0949 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT S CHEDULE B Order No.: 1360698 Your No.: Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL. EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, For contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto; reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims or title to water. I. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS FOLLOW WLTACOMB bk 05/17/07 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 001360698 Your No.: SPECIAL EXCEPTIONS A 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Y B C D GRANTEE: CITY OF TACOMA PURPOSE: THE RIGHT AND PRIVILEGE TO INSTALL POLE, EQUIPMENT, ANCHOR AND EXTEND TRANSMISSION AND GUY WIRES AREA AFFECTED: A SOUTHEASTERLY PORTION OF SAID PREMISES RECORDED: AUGUST 4, 1970 RECORDING NUMBER: 6678797 SAID EASEMENT RIGHTS WERE ASSIGNED TO PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION, BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7605140538. 2. RIGHT OF ENTRY AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF FEDERAL WAY, A MUNICIPAL CORPORATION PURPOSE: CONSTRUCTION OF DRIVEWAYS, SLOPE RESTORATION, DRAINAGE, UTILITIES, IRRIGATION AND PROPERTY RESTORATION AREA AFFECTED: SAID PREMISES RECORDED: FEBRUARY 7, 2007 RECORDING NUMBER: 20070207002076 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY THE WEST 10 FEET OF SAID PREMISES MAY 3, 2007 20070503000913 4. EASEMENT CONDEMNED IN KING COUNTY SUPERIOR COURT AND THE TERMS AND CONDITIONS THEREOF: CLTACMBI/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 1360698 Your No.: SPECIAL EXCEPTIONS IN FAVOR OF: CITY OF FEDERAL WAY PURPOSE: PUBLIC RIGHT OF WAY FOR ALL PUBLIC PURPOSES, INCLUDING, BUT NOT LIMITED TO, VEHICULAR TRAVEL, LANDSCAPING, SIDEWALKS, STREET LIGHTS, PUBLIC UTILITIES (INCLUDING WITHOUT LIMITATION, WATER, STORM WATER, ELECTRIC, GAS, TELEPHONE, CABLE AND FIBER OPTIC), ALL RIGHT OF WAY IMPROVEMENTS, TOGETHER WITH ALL NECESSARY AND CONVENIENT APPURTENANCES THERETO AREA AFFECTED: A WESTERLY PORTION OF SAID PREMISES CAUSE NUMBER: 06-2-01388-3 KNT, JUDGMENT AND DECREE OF APPROPRIATION RECORDED UNDER RECORDING NUMBER 20070518001886 (BEING AN AMENDMENT OF JUDGMENT AND DECREE OF APPROPRIATION RECORDED UNDER RECORDING NUMBER 20070129002095) E 5. TERMS AND CONDITIONS CONTAINED IN ORDER(S) OF DISMISSAL DATED MAY 12, 1978 AND MAY 16, 1978 (BOTH FILED MAY 16, 1978) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 825704, AS FOLLOWS: THE BUILDING AND RETAINING WALL ON PROPERTY OWNED BY GULL OIL COMPANY DOES NOT ENCROACH UPON PROPERTY OF THE PLAINTIFFS. ASPHALT PARKING LOT ENCROACHES SLIGHTLY ONTO PLAINTIFFS' PROPERTY BUT DOES NOT INTERFERE WITH THE USE OF THE PROPERTY. DEFENDANT AGREES NOT TO CLAIM TITLE TO ANY OF PLAINTIFFS' PROPERTY BY REASON OF SAID ENCROACHMENT. F 6. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: KING COUNTY RECORDED: APRIL 20, 1970 RECORDING NUMBER: 6641477 CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT SCHEDi TLE B (Continued) Order No.: 1360698 Your No. SPECIAL EXCEPTIONS G SAID SLOPE RIGHTS WERE CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 8705180552. H 7. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 9101309009, AS FOLLOWS: DISCREPANCY BETWEEN EASTERLY PROPERTY BOUNDARY OF SAID PREMISES AND THE LOCATION OF EXISTING WOOD FENCE. I 8. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF CITY OF FEDERAL WAY. PRESENT RATE IS 1.78s. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. (NOTE: A DEED EXEMPT FROM EXCISE TAX IS STILL SUBJECT TO THE $5.00 TECHNOLOGY FEE AND AN ADDITIONAL $5.00 AFFIDAVIT PROCESSING FEE). J 9. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS GENERAL & SPECIAL TAXES: 2013 332204-9119-00 1205 $ 213,200.00 $ 109,700.00 BILLED: $ 5,653.04 PAID: $ 0.00 UNPAID: $ 5,653.04 K 10. PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. IF YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT THE TITLE DEPARTMENT IMMEDIATELY FOR CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1360698 Your No.: SPECIAL EXCEPTIONS FURTHER REVIEW PRIOR TO CLOSING. L 11. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERTY AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. M 12. TERMS AND CONDITIONS OF THE LIMITED LIABILITY COMPANY AGREEMENT FOR POLL FEDERAL WAY, L.L.C. N NOTE: A COPY OF THE LIMITED LIABILITY COMPANY AGREEMENT, AND AMENDMENTS THERETO, IF ANY, MUST BE SUBMITTED. 0 13. ANY CONVEYANCE OR MORTGAGE BY POLL FEDERAL WAY, L.L.C., MUST BE EXECUTED IN ACCORDANCE WITH THE LIMITED LIABILITY COMPANY AGREEMENT AND BY ALL THE MEMBERS, OR EVIDENCE MUST BE SUBMITTED THAT CERTAIN DESIGNATED MANAGERS/MEMBERS HAVE BEEN AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. P 14. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. Q 15. IMPORTANTII THIS TRANSACTION HAS NOT BEEN APPROVED FOR INSURANCE AGAINST UNRECORDED LABOR AND MATERIAL LIEN RIGHTS NOR FOR MATTERS THAT COULD BE DISCLOSED BY AN ACCURATE AND COMPLETE SURVEY OF THE LAND. YOU MAY NOT CLOSE UNTIL YOU HAVE RECEIVED A SUPPLEMENTAL FROM THE TITLE UNIT ADDRESSING THIS PARAGRAPHI TO PROVIDE AN EXTENDED COVERAGE OWNER'S POLICY GENERAL EXCEPTIONS A THROUGH D WILL BE CONSIDERED WHEN OUR INSPECTION AND/OR REVIEW OF SURVEY, IF REQUIRED, IS COMPLETED. GENERAL EXCEPTIONS E THROUGH H WILL REMAIN IN THE OWNER'S POLICY TO ISSUE. A SUPPLEMENTAL COMMITMENT WILL FOLLOW. IF THE ANTICIPATED CLOSING DATE IS LESS THAN 4 WEEKS FROM THE DATE OF THIS COMMITMENT, PLEASE CONTACT YOUR TITLE OFFICER IMMEDIATELY. R 16. PRIOR TO ISSUING AN EXTENDED FORM OWNER'S POLICY THIS COMPANY REQUIRES THAT THE PARTIES TO THE TRANSACTION PROVIDE AN ALTA/ACSM CERTIFIED, CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE s (Continued) Order No.: 1360698 Your No.: SPECIAL EXCEPTIONS AS -BUILT SURVEY. S NOTE 1: THE PREMIUM FOR THE EXTENDED COVERAGE OWNER'S POLICY IS ITEMIZED AS FOLLOWS: DESCRIPTION AMOUNT STANDARD COVERAGE: $ 1,421.00 SALES TAX: $ 135.00 EXTENDED COVERAGE SURCHARGE: $ 553.00 SALES TAX ON SURCHARGE: $ 52.54 TOTAL PREMIUM, INCLUDING TAX: $ 2,161.54 YOUR INVOICE, TO FOLLOW, WILL CONTAIN THE FOLLOWING CHARGES: INSPECTION CHARGE: $ 230.00 SALES TAX: $ 21.85 TOTAL CHARGES, INCLUDING TAX: $ 2,413.39 T NOTE 2: IN THE EVENT THE OWNER'S POLICY COVERAGE IS CHANGED FROM EXTENDED TO STANDARD COVERAGE A CHARGE OF $230.00, PLUS $21.85 SALES TAX, WILL BE ADDED TO COVER THE COSTS RELATING TO THE EXTENDED COVERAGE INSPECTION. U NOTE 3: ANY MAP FURNISHED WITH THIS COMMITMENT IS FOR CONVENIENCE IN LOCATING THE LAND INDICATED HEREIN WITH REFERENCE TO STREETS AND OTHER LAND. NO LIABILITY IS ASSUMED BY REASON OF RELIANCE THEREON. NOTE 4: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY RECORDER'S OFFICE WEBSITE AT CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 1360698 Your No. SPECIAL EXCEPTIONS WWW.KINGCOUNTY.GOV/BUSINESS/RECORDERS.ASPX AND SELECT ONLINE FORMS AND DOCUMENT STANDARDS. THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33-22-4. END OF SCHEDULE B CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 1360698 Your No.: SPECIAL EXCEPTIONS X THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: CHICAGO TITLE (SEATTLE) 701 5TH AVE, SUITE 2300 SEATTLE, WASHINGTON 98104 PAUL KENNELLY (206)628-5666 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 SERENE SMART (206)325-7698 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 ERIC HOPP (206)325-7698 CLTACMB2/RDA/ogw STARBUCKS COFFEE COMPANY A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, STATE OF WASHINGTON NORTH VIEW EAST VIEW SOUTH VIEW WEST VIEW -L OSterling Design Associates, Ilc 2009 W. Lml— H. #300 Ljw—., CO W120 ..,94 4727 ph wwx Sw,1i.gDa iq.A--t-1 mm PREPARED UNDER nf� MEL EWSION OF JAY MWASHINGTON REGIST MON W.35219 FOR E ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC SIERDNG DESIGN ASSOCIATES, LLC ueu[sln.v.�yr. •a w1[ ^ oEgc.r.lar. �e wrc •" w er<[ �• wx[ xA�E 6111113 mu+AGm moj Ho JMN 9 SJM cr. woru FAoaerr PROJECT NO 58377-001 STARBUCKS COFFEE COMPANY 28722 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 �m STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 310-1575 SITE PHOTOS f iL " l f tw s z1 Z 0 0 D r m 0N J w coT�T W y C << } aNAI 'U M CO D00 �:-n0 o D=m n �. O z o nva9 o C> OD w 4 Z W o 0 'api- a ho m I F-A I ox dM°°No�3� 1 2 15TH AVE S s� z� 16TH AVE S PACIFIC HIGHWAY S 18TH AVE S T If N D c0 M 0� U } 9 Mcl) nn0T r -n -n p =m ��n z (31 �� O O �OD w co C D -;4 w=Z 0 18TH AVE S 20TH AVE S cn y c] v rco CA cn Y (n � N = OD DD 00 . _ _ _ 7-1 r 23RD PL S S GlV+1 26TH p,VE S co 28TH PL S 30TH AVE S ,r N OD co cn AVE wil S. 288"' Street & Pacific hwy S. SCM Solutions, LLC 7. PERMITTING A. Describe the permits that apply to this rp oject Permit Requirements for submittal Fees Review Time Landlord One set of PDF Drawings N/A One Week Review Pre- Completed master use $478 Three weeks application application, seven copies of Conference the following: site plan to meet as many items listed on checklist as possible, vicinity map, statement of architectural design intent, statement of existing and proposed use for structures , elevations and floor plans Neighborhood N/A N/A N/A Review Planning Submittal requirements for $2,073 Staff will not give a time Type II process packet, frame. Based on similar master land use application projects, review may be signed by owner, all fees, estimated at 16 weeks, two copies of current title however, staff warns that report, two copies current this may change and letters of water and sewer should not be relied availability, site photos from upon. each compass point referenced by location on the site plan, four copies of special studies (as required), eight folded sets of drawings with all details listed in packet, site plan with all details listed in packet, topographic survey with all items listed in packet, preliminary drainage, grading and right of way plan with all details listed in packet, preliminary landscape plan with all details listed in packet, building elevations with all items listed in packet, clearing and grading plan as described in packet, tree/vegetation retention Ian as detailed in acket Building Five sets of plans; site plan, $4,596.08 Plan review and Six weeks foundation plan, L & I building permit approved plans, elevations, electrical submittal requires two sets of plans Fire Life Included in building review $417.83 Included in building Safet Plumbing Included in building review Based on valuation of submittal Included in REC. (may be submitted plumbing work submittal separately) Sewer Site utility plan and $4,242 Sewer Four weeks Anplication ❑cvelopment fees Page 24 of 69 Standard Site Investigation Report PROPRIETARY AND CONFIDENTIAL - DO NOT COPY EIVED � 7 2013 FEDERAL WAY CDS S. 2881' Street & Pacific h..y S. SCM Solutions, LLC $11,919 Water Development fees Electrical Two sets of site plan, Based on valuation of work Six weeks Electrical plans, panel schedules, load calculations, one line diagram Electrical s ecifications Health Two sets of plans with $350 License fee Six weeks equipment cut sheets and $804 Plan review fee Sign menu Application with owner's Plan review fee of 65% of Three weeks, however, signature, application fees, permit fee; automation fee staff warns that this time two complete sets of plans, of $20; Planning surcharge frame is increasing site plan as detailed in of $42.50 for the first sign application packet and $17.00 for each additional sign on application, electrical fees of $60.50 for the first sign and $28.50 for each additional sign on the application. Sign permit fee based on valuation as follows: $1.00- $500=$36.00; $501- $2,000=$36.00 for the first $500 plus $4.50 for each additional $100; $2001- $25,000=$103.50 for the first $2,000 plus $21.50 for each additional $1,000; $35,001-$50,000=$598.50 for the first $25,000 plus $10.50 for each additional $1.000. B. Describe all other erinittin issues Must drawings be stamped, and Yes; licensed design professional who is authorized to si n? May permits be obtained No; signature required without landowner si nature' Are concurrent submissions and Yes; after first planning comments with the planner's approval application's accepted and under circumstances' _what May submittals be mailed to Hand delivered only jurisdiction, or do they need to be hand -delivered? Is an appointment needed for No submittal" Approximately how far out are appointments at this time? What are resubmittal Resubmit the materials requested by staff. Email and mail may rocedures, submittals and fees? be allowed on a case by case basis. Page 25 of 69 Standard Site Investigation Report PROPRIETARY AND CONFIDENTIAL - DO NOT COPY A�k CITY Of Federal Wa% Y REC EIV E EmASTER LAND USE APPLICATION DEPART31I r or•• CnrrhM-'tlTY DEVEI.opatEWSERvttEs 33325 8a Avenue South JINN 17 2013 Frderal Way, WA 98003-6325 253.835-2607; Fax 753-835-2609 CITY OF FEDERAL WAY + +rw.rilvt�fiecl�ralwa�. not CDS APPLICATIQ:V No(s) ' i f v �r Date UII1�Wys Project Name r- u c o Property Address/Location 7 iZ. srOVl, e�[� lit Ei iA�nt.c I Parcel Number(s) 3-!5 Z Project Description PLEASE Type of Permit Required Annexation Binding Site Plan _ Boundary. Line Adjustment Comp Plan/Re7one Land Surface Modification Lot Line Elimination _ 1'reapplicati on Conference _.Process i (Director's Approval) ,,_Process H (Site. Plan Review) Proms Iaftoject Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi-judicial Rezone) Process VI SHPA w/Projcet. SEPA Only —Shoreline: Variance/Conditional Use Short Subdivision Subdivision -- Variance:. Commercial/Residential Required .Wormation �ClY1(ti 1 5 l �Zoniug Designminn Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Bnllding Code (IBC): Occupancy Type Construction Type Applicant Name:T��tiv Address: '_601 Lk-tA" AN E14UF_ C3tyl5tate: 55; A-Il1£ zip: CIF_>V� Phone: �Oi9 "318r' 4�-� Fax: � S—�i��i2•UC-�S •C-t� r=„sit: �hop� 2C8,714. ]33J 36 1-7 SW Charlestown St. Seracde, VVA 88126 An dyQF a ro li n eAssa o iate s, oorr, .� 3F ►�, Gv L L Na . me: TO L4 Address: zip: Phone: Fax: a O to-.Q 32- r� 3 Entail: O;K Signatut �jp�14✓i; yr y� mf'f,e Bulledn #W3 -January 1. 2011 Page I of 1 L-MaudoutsWaster Land Use Application 14 Geotechnical Engineering Report Federal Way Starbucks Federal Way, Washington May 16, 2013 Terracon Project No. B2135005 Prepared for: SCM Solutions, LLC Ft. Collins, Colorado Prepared by: Terracon Consultants, Inc. Mountlake Terrace, Washington RECEIVED JUN 17 Z013 CITY OF FEDERAL WAY CDS 4 Nerracon May 16. 2013 SCM Solutions, LLC 1281 East Magnolia, Unit #186 Fort Collins, CO 80524 Attention: Ms. Lisa Sunderland & Ms. Elizabeth Hughes RE: GEOTECHNICAL ENGINEERING EVALUATION Federal Way Starbucks 28722 Pacific. Highway S. Federal Way, Washington Terracon Project No. B2135005 Dear Lisa and Elizabeth, Terracon Consultants, Inc. (Terracon) has completed a geotechnicall engineering evaluation for the above -referenced project. Our services were performed in general accordance with our Task Order proposal (Terracon No. P81130118) dated April 15, 2013. This report presents the results of our evaluation and provides our geotechnical recornmendations conceming design and construction issues. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning our report, or if we may be of further service, please don't hesitate to contact us. Sincerely, Terracon Consultants, Inc. David A. Baska, Ph.D., P.E. James M. Brisbine, P,E., L.G Geotechnical Department Manager Senior Project Engineer Copies to, Addressee (1 POF copy via email) Sara Martin I Sterling Design Associates (I PDF copy via email) 4 - Av S n u t 'N ., S,, j i t e 1 rj 0 t,, Terrac�31 ClorisUitants. IM' 2 *. 9 G 5, — shi' 41 P 142251 7171-3304 771-354q 1errav_-,.f'10M Irerracon TABLE OF CONTENTS EXECUTIVESUMMARY............................................................................................................... i 1.0 INTRODUCTION..........................................................................................I........................1 2.0 PROJECT INFORMATION............................................................................I.......................1 2.1 Site Delineation..................................................................................................................1 2.2 Existing Site Usage............................................................................................................2 2.3 Proposed Site Development...............................................................................................2 2.4 Scope of Work....................................................................................................................2 3.0 SITE SETTING.......................................................................................................................3 3.1 Regional Geography..........................................................................................................4 3.2 Regional Geology................................................................................................................4 3.3 Regional Zoning................................................................................................................4 4.0 SITE CONDITIONS...................................................................................I.........I.................4 4.1 Development and Surface Features...................................................................................4 4.2 Soil Stratigraphy.................................................................................................................5 4.3 Groundwater Levels...........................................................................................................6 5.0 CONCLUSIONS AND RECOMMENDATIONS......................................................................6 5.1 General Design Considerations.........................................................................................7 5.2 Site Preparation..................................................................................................................8 5.3 Spread Footings.................................................................................................................8 5.4 Slab -On -Grade Floors......................................................................................................10 5.5 Backfilled Walls................................................................................................................11 5.6 Drainage Systems............................................................................................................13 5.7 Pavement Sections..........................................................................................................14 5.8 Structural Fill....................................................................................................................17 6.0 GENERAL COMMENTS......................................................................................................18 FIGURES Figure 1 — Site Location Map Figure 2 — Site & Exploration Plan APPENDIX A — Field Exploration Procedures, General Notes, and Logs APPENDIX B — Laboratory Testing Procedures, Soil Classifications and Results APPENDIX C — Supplemental Information Geotechnical Engineering Report Irerracon Federal Way Starbucks � Federal Way, WA May 16, 2013 c Terracon Project No. B2135005 EXECUTIVE SUMMARY Terracon has completed a geotechnical engineering evaluation for the proposed construction of a new Starbucks coffee shop at the project site. Our scope of work included exploratory borings, limited laboratory soil testing, geotechnical analysis, and preparation of this report. Based on our findings, we have derived the following geotechnical conclusions and recommendations: Subsurface Conditions: Most of the site appears to be mantled by dense to very dense, gravelly, silty sands, which we interpret as glacial till. This glacial till deposit extends more than 16 feet below surface grades. Two of our borings disclosed localized zones of loose to medium dense soil, at least one of which appears to be former excavation backfill. None of our borings revealed groundwater at the time of drilling. Geological Hazards: Based on municipal zoning maps, the site does not appear to be impacted by landslide risks, liquefaction potential, erosion zones, or other geological hazards that would adversely affect site development. Environmental Considerations: We understand that several underground fuel tanks were previously removed from the site as part of an environmental remediation overseen by others. However, it is possible that some contaminated soils remain on site; if so, it could affect certain of our recommendations concerning earthwork. Building and Floor Support: The proposed building walls and columns can be supported by conventional spread footings that bear on undisturbed native glacial till. A conventional slab -on -grade floor can be used within the proposed building if the floor subgrades are properly prepared. Earthwork Considerations: The on -site soils are moderately silty, which renders them sensitive to moisture conditions and difficult to compact when wet. As such, earthwork should be performed during periods of dry weather. Infiltration Considerations: The native glacial till deposit that underlies the site possesses a relatively low permeability. Therefore, it does not appear feasible to infiltrate any significant amount of the on -site stormwater runoff. This summary should be used only in conjunction with the entire report for design purposes. It should be recognized that geotechnical details were not included or not fully developed in this section; as such, the report must be read in its entirety for a comprehensive understanding of the items presented above. Also, please refer to the GENERAL COMMENTS section for a discussion of the report limitations. Irerracon GEOTECHNICAL ENGINEERING REPORT FEDERAL WAY STARBUCKS 28722 PACIFIC HIGHWAYS. FEDERAL WAY, WASHINGTON Terracon Project No. B2135005 May 16, 2013 1.0 INTRODUCTION This report presents the results of our geotechnical engineering evaluation performed for the proposed construction of a Starbucks coffee shop on the subject site. The purpose of our evaluation was to provide geotechnical characterizations, conclusions, and recommendations concerning the following elements of the project: Building foundations Slab -on -grade floors R Geological hazards ® Seismic criteria IQ Infiltration potential 2.0 PROJECT INFORMATION Flexible & rigid pavements Retaining walls Structural fill General earthwork Building drains The following sections present information regarding site delineation, existing site usage, proposed development features, and our geotechnical scope of work. Terracon should be notified if any significant changes are made in the proposed site location, layout, or details. 2.1 Site Delineation The project site comprises a commercial parcel located at the intersection of S. 288th Street and Pacific Highway S. in the Sacajawea Park neighborhood of Federal Way, Washington. Table 1, below, summarizes our understanding of the site location and boundaries, as gained from maps, survey plans, aerial photos, team communications, and a site reconnaissance. Figure 1 shows the general site location, and Figure 2 illustrates the approximate site boundaries in relation to surrounding features. Terracon Consultants, Inc. 21905 — 64th Avenue, Suite 100 Mountlake Terrace, Washington 98043 P [425] 771-3304 F [425] 771-3549 terracon.com Geotechnical Engineering Evaluation Federal Way Starbucks m Federal Way, WA May 16, 2013 n. Terracon Project No. B2135005 Irerracon TABLE 1 SUMMARY OF PROJECT SITE DELINEATION Parameter General Description Township / Range / Section SW '/ of SW'/4, Sect. 33, T22N, R4E Latitude / Longitude Lat = 47.344 deg. Lon =-122.311 deg. Physical Address 28722 Pacific Highway S. Federal Way, Washington Overall Shape: Rectangular. Geometry Approximate dimensions: 80 feet by 190 feet. Approximate Total Area: 0.35 acres. North Side: Residential complex. Visual Boundaries South Side: S. 288th Street; commercial property beyond. West Side: Pacific Highway S.; commercial properties beyond. East Side: Commercial property. 2.2 Existing Site Usage The site is currently developed with a commercial building situated in the northeastern corner and with an asphalt -paved parking lot covering all other areas. This building was vacant at the time of our study, but it appears to have previously housed a small retail business. Based on anecdotal information and a layout plan provided to us by the current property owner's representative, a gas station formerly occupied the site. 2.3 Proposed Site Development Development plans call for demolishing the existing building and then constructing a new Starbucks micro coffee shop on the site. According to a conceptual layout plan, the new development will comprise a 480-square-foot T-shaped building situated in the southwestern portion of the site, with a drive -through lane extending along the eastern side of the site, and with an asphaltic parking lot located in the northwestern portion. We anticipate that foundation, floor, and pavement loads will be relatively low. It has not yet been determined whether stormwater runoff will be infiltrated on site or discharged into a municipal storm drain system. 2.4 Scope of Work We performed all geotechnical services in general accordance with our previously mentioned proposal, except where modifications were warranted by site conditions. It should be noted that our authorized scope of services did not include any environmental characterization or testing of Reliable a Responsive a Convenient w Innovative 2 Geotechnical Engineering Evaluation Federal Way Starbucks �4 Federal Way, WA May 16, 2013 v. Terracon Project No. B2135005 Irerracon on -site soil samples, but Terracon can provide this service as a separate scope and fee item. We ultimately completed the following geotechnical scope items: Reviewed topographic maps, aerial photographs, surface photographs, municipal hazard maps, and geologic maps regarding the site vicinity. Performed a surface reconnaissance of the site and immediate vicinity. Advanced five exploratory borings (designated B-1 through B-5) to depths ranging up to about 16% feet below existing grades, at strategic locations across the site. Performed limited geotechnical laboratory testing on representative samples of the near - surface soils. Analyzed subsurface conditions in relation to the proposed development, and prepared this written report. The functional locations, elevations, and depths associated with our recent on -site explorations are summarized in Table 2, and their relative locations are illustrated on Figure 2. Appendix A describes our field exploration procedures, and Appendix B describes our laboratory testing procedures. TABLE 2 SUMMARY OF SITE EXPLORATION PROGRAM Surface Exploration Functional Elevation Location (feet) B-1 Proposed Building Footprint 435 B-2 Proposed Building Footprint 435 B-3 Proposed Drive -Through Lane 435 B-4 Proposed Entry/Exit Area 435 B-5 Proposed Parking Area 435 Termination Depth (feet) 16'/z 6% 6 6'/z 6% Note: All exploration depths and elevations should be regarded as only approximate values. Elevation datum: 1997 USGS topographic map. 3.0 SITE SETTING We obtained information concerning regional conditions in the site vicinity from a review of topographic maps published by the U.S. Geological Survey (USGS), geologic maps published by GeoMap Northwest, and on-line zoning maps prepared by King County. Our research findings are discussed below, and excerpts from selected maps and photo files are contained in Appendix C. Reliable Responsive & Convenient w Innovative 3 Geotechnical Engineering. Evaluation Irerracon Federal Way Starbucks Federal Way, WA May 16, 2013 ru Terracon Project No. B2135005 3.1 Regional Geography Topographically, the project site is situated on an upland plateau approximately 3/ mile southeast of Puget Sound. Closely west of the site, regional surface grades descend steeply to a lower coastal bench, which in turn descends into a large ravine feature. East of the site, regional surface grades rise gently toward the top of a broad knoll. Surface elevations range from about 400 to 500 feet (USGS datum) in the site vicinity. Judging by local topography, it appears that very little cutting and filling was performed near the site as part of the original neighborhood development. 3.2 Regional Geology According to the 2007 Geologic Map of King County, the site vicinity is underlain by Vashon-age glacial deposits. The primary soil deposit is glacial till, which tends to form a cap over ridges and other high features, with a typical thickness on the order of 10 to 30 feet. Other glacial deposits mapped on the hillslope and bench features west of the site include recessional outwash, which exists in randomly scattered surficial zones and typically has a thickness less than 10 feet, and advance outwash, which underlies much of the region and typically has a thickness on the order of 10 to 100 feet. 3.3 Regional Zoning King County's regional zoning maps show approximate locations where geological hazards and other environmentally sensitive areas are documented or suspected. According to these maps, there are no potential or known landslide areas, liquefaction zones, erosion zones, or abandoned coal mines within the site vicinity. 4.0 SITE CONDITIONS Terracon representatives visited the project site several times during April and May of 2013 to evaluate surface and subsurface conditions. We were accompanied by Mr. Todd Sandal, the property owner/representative, during one of our visits. Mr. Sandal provided both verbal and graphical information regarding existing utilities and past site usage. Our geotechnical observations, measurements, findings, and interpretations are described in the following text sections. 4.1 Development and Surface Features The following paragraphs briefly discuss existing site development and surface features, as observed, obtained, or inferred during our site reconnaissance. Appendix C contains graphical information related to this discussion. Reliable x Responsive a Convenient Innovative 4 Geotechnical Engineering Evaluation Federal Way Starbucks a Federal Way, WA May 16, 2013m Terracon Project No. B2135005 Irerracon Surface Grades: Most of the site is fairly flat, with a very gentle slope downward to the west. The site has an average surface elevation of about 435 feet (USGS datum). Along the eastern edge of the site, there is a steep bank that rises approximately 10 feet to reach the higher grades of the adjacent property. It appears that the eastern half of the subject site was lowered to create relatively flat grades during the original development activities. Buildings: A small, single -story, masonry or wood -frame, commercial building currently occupies the northeastern part of the site. This building appears to be on the order of 20 to 40 years old, but we did not observe any obvious indications of settlement, shifting, or other foundation distress around the exterior. Based on anecdotal information and a layout plan provided to us (see Appendix C), a gas station building formerly occupied the site, but it is not clear where the associated building was positioned. Appurtenances: A small sign is located at the southwestern corner of the site, and a row of concrete "ecology blocks" extends along the eastern side of the site to serve as a low retaining wall. Pavements: Most of the site is currently covered by asphaltic pavement, which generally appears to be in fair to good condition. Our exploratory borings revealed that this pavement ranges from about 2 to 4 inches thick. We did not observe a gravel base course below the pavement. Utilities: We infer that the site is serviced by underground sewer, water, electrical, and gas. Based on anecdotal information and a layout plan provided to us (see Appendix C), underground fuel tanks previously existed below the northwestern portion of the site; however, these tanks were reportedly removed as part of an environmental clean-up operation. Vegetation: Existing vegetation is limited to landscaping shrubs, plants, and small trees located in planter strips within the parking lot and on the eastern hillslope. 4.2 Soil Stratigraphy Our exploratory borings revealed three main soil types below the site, as described in the following paragraphs. The boring logs contained in Appendix A and the lab sheets contained in Appendix B provide details regarding on -site soil conditions. Although our scope of work did not involve any sampling or testing for possible environmental soil contaminants, it should be noted that we did not see any petroleum sheens or smell any petroleum odors in any of the soil samples that we obtained. Reliable Responsive Convenient a Innovative 5 Geotechnical Engineering Evaluation Federal Way Starbucks wA Federal Way, WA May 16, 2013 §. Terracon Project No. B2135005 Irerracon Reworked/Recessional Soils: One of our borings (B-2) disclosed a layer of medium dense, silty sands with gravel immediately beneath the pavement. This layer appeared to be a zone of either native recessional outwash or reworked glacial till (fill) soil. * Glacial Till. All borings except B-5 encountered dense to very dense, silty sand with gravel below the pavement layer or surficial fill layer. We interpret these soils to be native glacial till, and they extended to the termination depth of all four borings. Our grain -size analyses performed on two representative samples revealed a fines (silt and clay) content of about 18 to 25 percent, a sand content of about 40 to 45 percent, and a gravel content of about 30 to 42 percent. Field moisture contents were measured at about 7 to 8 percent. Backfill Soils: Boring B-5, which was advanced at the reported location of the former underground fuel tanks, revealed loose, moist, silty sand with some gravel extending beyond our boring termination depth of 6% feet. We interpret this soil to be imported material that was used to backfill the tank excavation. The relatively low density indicates that it was only lightly compacted when placed. We initially noted a slight petroleum -like odor in the uppermost sample, but we later deemed the odor to be related to some other constituent. 4.3 Groundwater Levels None of our exploratory borings disclosed groundwater zones at the time of drilling (April 25, 2013). However, we expect that perched or trapped groundwater atop the glacial till and/or within the former tank excavation during the wettest months of the year. Over the entire site, groundwater conditions probably fluctuate with season, precipitation patterns, on -site or off -site usage, and other factors. 5.0 CONCLUSIONS AND RECOMMENDATIONS Based on our surface reconnaissance, subsurface exploration, and document research, we conclude that the proposed site development is feasible from a geotechnical standpoint, contingent on proper design implementation and construction practices. Our geotechnical conclusions and recommendations concerning general design considerations, site preparation, spread footings, slab -on -grade floors, drains, pavement sections, and structural fill are presented in the following text sections. ASTM specification codes cited herein refer to the 2010 manual published by the American Society for Testing & Materials. WSDOT codes refer to the 2012 edition of Standard Specifications for Road, Bridge, and Municipal Construction published by Washington State Department of Transportation. Reliable w Responsive a Convenient a Innovative 6 Geotechnical Engineering Evaluation Irerracon Federal Way Starbucks ; Federal Way, WA May 16, 2013 rm Terracon Project No. B2135005 5.1 General Design Considerations We offer the following comments, conclusions, and recommendations concerning general geotechnical design issues affecting the overall development. Geological Hazards: King County's on-line regional maps do not show any geological hazard areas, such as landslide zones, erosion areas, liquefaction zones, and abandoned coal mines, at or near the subject site. Our surface reconnaissance and subsurface exploration confirmed this regional mapping. Consequently, the ro osed site development does not appear to be constrained by any municipal Sensitive Area Ordinances SAO . Earthwork Considerations: Our borings and laboratory testing disclosed generally silty soils underlying the site. Because these soils are moisture -sensitive and easily disturbed when wet, we recommend that earthwork be scheduled for extended periods of dry weather. Foundation Considerations: Our borings revealed that the proposed building area is mantled by dense to very dense glacial till soils. These surficial soils are well -suited for foundation bearing due to their low compressibility and high shear strength. We therefore conclude that conventional shallows read footings can be used to support the new building if subgrades are groperly pregared and protected from weather. Seismic Site Class: The 2009 International Building Code (IBC) assigns a seismic Site Class on the basis of geological conditions prevailing within a depth of 100 feet below the local ground surface. Although our borings did not extend to a depth of 100 feet, we infer from near -surface soil observations and from available geologic maps that the overall subsurface conditions correspond to Site Class "C" as defined by the IBC. Infiltration Potential: Our scope of work did not include infiltration testing or analysis, but we infer from density and textural properties that the glacial till deposit underlying the entire site would likely offer a very low percolation rate (probably on the order of 0.05 to 0.10 inches per hour before a safety factor is applied). As such, the on -site soil conditions are not well suited for stormwater infiltration. Environmental Considerations: We understand that an environmental consulting firm was previously hired to oversee the underground fuel tank removal and soil clean-up at the site. However, it is possible that additional contaminated soils will be encountered during future excavations for new foundations or utilities. If contaminated soils are encountered it could affect certain geotechnical recommendations gresented herein, such as for foundation subgrade preparations and reuse of on -site soils. Reliable a Responsive Convenient a Innovative 7 Geotechnical Engineering Evaluation Irerracon Federal Way Starbucks as Federal Way, WA May 16, 2013 at Terracon Project No. B2135005 5.2 Site Preparation Preparation of the project site will involve tasks such as demolition, temporary drainage, stripping, cutting, filling, erosion control, and subgrade compaction. The paragraphs below present our geotechnical comments and recommendations concerning these various issues. Demolition: The first step in site preparation will likely consist of demolishing all existing structures and appurtenances. Any associated underground structural elements, such as old footings, stemwalls, and sign foundations, should be removed as part of this demolition operation. Also, any abandoned sewerlines, drainpipes, or other underground utilities should be either removed or grouted in place Temporary Drainage: Any sources of surface or near -surface water that could potentially enter the construction zone should be intercepted and diverted before stripping or grading activities begin. We tentatively anticipate that a system of temporary curbs or berms placed around the upslope (eastern) side of the construction zone will adequately intercept most surface water runoff. However, the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods; therefore, final decisions regarding temporary drainage details are best made in the field at the time of construction. Clearing and Stripping: After surface and near -surface water sources have been controlled, the construction zone should be cleared and stripped of all existing pavements, slabs, sidewalks, and residual topsoils. Our borings revealed 2 to 4 inches of asphalt pavement within the parking lot, but variations could occur. Stripping depths should be adjusted as needed to remove all root mats, muck, and other deleterious materials, if encountered. Weather Considerations: It should be realized that if the stripping or cutting operations proceed during wet weather, greater stripping depths might be necessary to remove disturbed moisture -sensitive subgrade soils. For this reason, site earthwork is best performed during a period of dry weather. 5.3 Spread Footings Conventional spread footings can be used to support the proposed building if the subgrades are properly prepared. We offer the following comments and recommendations concerning design and construction of spread footings. In the event that unfavorable soil conditions are revealed by future excavations, then we might need to provide supplemental recommendations for subgrade improvements or an alternative foundation system. Footing Depths and Widths: For frost and erosion protection, the bottoms of all exterior footings should bear at least 18 inches below adjacent outside grades, whereas the bottoms of Reliable a Responsive a Convenient a Innovative 8 Geotechnical Engineering Evaluation Federal Way Starbucks a Federal Way, WA May 16, 2013 m Terracon Project No. B2135005 Irerracon interior footings need bear only 12 inches below the surrounding slab or crawlspace level. To reduce post -construction settlements, continuous (wall) and isolated (column) footings should be at least 18 and 24 inches wide, respectively. Bearing Provisions: We recommend that all footings bear directly on firm, undisturbed, native glacial till soils. In the event that localized zones of loose or soft native soils or uncontrolled fill are encountered below footing subgrades, these deficient soils should be overexcavated and replaced with a pad of suitable bearing material. This will involve overexcavating the existing soil downward as needed to reach firm soils, and outward a commensurate distance as indicated in the sketch below. The resulting overexcavations should then be backfilled to create aggregate bearing pads in accordance with the following paragraph. Design Fo Bearing Pad Materials: We recommend using a fairly clean, granular soil for the aggregate bearing pads where needed beneath footings. Suitable imported materials would include "Ballast" per WSDOT: 9-03.9(1), "Gravel Borrow" per WSDOT: 9-03.14, and "Crushed Surfacing Base Course" per WSDOT: 9-03.9(3). Portions of the on -site glacial till soils might also be suitable for this purpose if adequately moisture -conditioned at the time of placement. In all cases, the bearing pad materials should be compacted to a uniform density of at least 95 percent (based on ASTM: D-1557). Bearing Capacities: Based on the bearing provisions described above, we recommend that all footings be designed for the following maximum allowable soil bearing capacities. These values incorporate static and transient (wind or seismic) safety factors of at least 2.0 and 1.5, respectively. Design Parameter Allowable Value Static Bearing Pressure 3000 psf Seismic Bearing Pressure 4000 psf Reliable w Responsive m Convenient a Innovative 9 Geotechnical Engineering Evaluation Irerracon Federal Way Starbucks a Federal Way, WA May 16, 2013 Terracon Project No. B2135005 Footing Settlements: We estimate that total post -construction settlements of properly designed footings bearing on properly prepared subgrades will not exceed 1 inch. Differential settlements between new foundation elements over horizontal spans on the order of 50 feet could approach % inch. In all cases, these settlements would be reduced if the actual design bearing pressures are lower than our recommended maximum allowable pressures. Footing and Stemwall Backfill: To provide erosion protection and lateral load resistance, we recommend that all footing excavations be backfilled on both sides of the footings and stemwalls after the concrete has cured. Either imported or on -site granular soils can be used for this purpose. All footing and stemwall backfill soil should be compacted to a uniform density of at least 90 percent (based on ASTM: D-1557). Lateral Resistance: Footings and stemwalls that have been properly backfilled as described above will resist lateral movements by means of both passive earth pressure and base friction. We recommend using the following allowable values, which incorporate static and transient (wind or seismic) safety factors of at least 1.5 and 1.1, respectively. Allowable base friction, which includes a safety factor of 1.5, can be combined with the respective passive pressure to resist static and transient loads. Design Parameter Allowable Value Static Passive Pressure 300 pcf Transient Passive Pressure 400 pcf Base Friction Coefficient 0.4 Subgrade Verification: Footings should never be cast atop loose, soft, organic, or frozen soil, slough, debris, existing uncontrolled fill, or surfaces covered by standing water. We recommend that the condition of all subgrades be verified by a Terracon representative before any bearing pad fill is placed, and then again before any footing concrete is poured. 5.4 Slab -On -Grade Floors In our opinion, a soil -supported slab -on -grade floor can be used in the proposed new building if the subgrade is properly prepared. We offer the following comments and recommendations concerning slab -on -grade floors. Floor Sections: A slab -on -grade floor section typically comprises a concrete slab over a vapor barrier over a base course (capillary break) layer and, where needed, a subbase course. We recommend the following minimum thicknesses for these layers. Our specific recommendations for subgrade preparation and layer materials are discussed below. Reliable n Responsive a Convenient w Innovative 10 Geotechnical Engineering Evaluation Irerracon Federal Way Starbucks -N Federal Way, WA May 16, 2013 �� Terracon Project No. B2135005 Floor Layer (top to bottom) Minimum Thickness Concrete Slab (by others) Vapor Retarder/Barrier 10 mil Base Course (Capillary Break) 6 inches Subgrade Preparation: After the slab -on -grade floor area has been cut down to an elevation that will accommodate the appropriate layers, the exposed subgrade soils should be compacted to a firm and unyielding condition by means of a vibratory -drum roller. Any localized zones of soft, organic -rich, or debris -laden soils disclosed during compaction should be overexcavated and replaced with structural fill material. If the subgrade is prepared during wet weather, it might be advantageous to cover it with a separation geotextile (such as Mirafi 140N) before the base course is placed. Base Course (Capillary Break): A base course or capillary break is a layer of relatively porous material placed beneath floor slabs to retard the upward wicking of groundwater, as well as to provide a smooth bearing surface. Ideally, the base course would consist of clean, uniform, well-rounded gravel, such as 5/8-inch or 7/8-inch washed rock. It would also be acceptable to use a clean, angular gravel such as "Crushed Surfacing Base Course" per WSDOT: 9-03.9(3) for this purpose. Floor Settlements: If the subgrade and floor layers are properly constructed, we estimate that total post -construction settlements of the slab -on -grade floor will not exceed '/2 inch. Differential settlements across the length of the floor could approach one-half of the actual total settlement. Subgrade Verification: Floor slabs should never be cast atop loose, soft, organic, or frozen soil, slough, debris, existing uncontrolled fill, or surfaces covered by standing water. We recommend that the condition of all subgrade areas be verified by a Terracon representative before any underslab fill is placed, and then again before the slab is poured. 5.5 Backfilled Walls We anticipate that a backfilled concrete retaining wall will be needed along the eastern side of the site to support the existing soil bank. Our design and construction recommendations for back -filled concrete walls are presented below. Applied Loads: The overturning and sliding loads typically applied to a retaining wall can be classified as static earth pressures, static surcharge pressures, and seismic surcharge pressures. If an adequate drainage system is included with the retaining wall, hydrostatic pressures can be neglected. Our recommended design pressures, which are derived from measured and inferred properties, are discussed in the following paragraphs and summarized in Table 3. Reliable Responsive a Convenient a Innovative 11 Geotechnical Engineering Evaluation Federal Way Starbucks o, Federal Way, WA May 16, 2013 ; Terracon Project No. B2135005 Irerracon • Static Earth Pressures: Yielding (cantilever) retaining walls should be designed to withstand an appropriate active lateral earth pressure, whereas non -yielding (restrained) walls should be designed to withstand an appropriate at -rest lateral earth pressure. The at -rest case is applicable where retaining wall movement is confined to less than 0.005 times the wall height. If greater movement is possible, the active case applies. These pressures act over the entire back of the wall and vary with the backslope inclination. For retaining walls with a level or inclined backslope and well -drained conditions, we recommend using the values provided in Table 3. • Static Surcharge Pressures: Any superimposed vertical loading (such as adjacent footing loads) located within a 45-degree plane projected upward from the wall base will apply a lateral surcharge to the wall. This active or at -rest lateral surcharge can be approximated by multiplying the vertical load by 30 percent and 50 percent, respectively. Seismic Surcharge Pressures: The total static pressures acting on a wall should be increased to account for seismic surcharge loadings resulting from lateral earthquake motions. These surcharge pressures act over the entire back of the wall and vary with the backslope inclination, the seismic acceleration, and the wall height. Based on a wall height of "H" feet, we recommend that these seismic loadings be modeled as the uniform pressures given in Table 3. Resisting Forces: Lateral pressures acting on retaining walls are resisted by a combination of passive lateral earth pressure and base friction. Passive pressure acts over the embedded front of the wall and footing, although the upper 2 feet should be neglected. Interface friction along the bottom of a wall footing can be combined with passive pressure to resist sliding. Assuming a level foreslope, we recommend using the design values presented in Table 3. These values are derived from measured and inferred soil properties, and they incorporate a static safety factor of at least 1.5. TABLE 3 DESIGN CRITERIA FOR BACKFILLED RETAINING WALLS Design Parameter Active Earth Loading At -Rest Earth Loading Passive Earth Resistance Wall Condition Level Backslope 2H:1 V Backslope Level Backslope 2H:1V Backslope Static Case Seismic Case 35 pcf 4 H psf 55 pcf 8 H psf 50 pcf 12 H psf 85 pcf 24 H psf Level Foreslope 300 pcf Base Friction Resistance I Any angle 0.4 Note: Other values would apply for differing wall conditions or surcharge loads. 400 pcf 0.4 Reliable im Responsive a Convenient x Innovative 12 Geotechnical Engineering Evaluation Federal Way Starbucks . Federal Way, WA May 16, 2013 H Terracon Project No. B2135005 Irerracon Curtain Drains: A curtain drain is a vertical layer of drainage material that is placed against the back of a wall to dissipate hydrostatic pressures. We recommend using a clean, well-rounded aggregate, such as "Gravel Backfill for Drains" (per WSDOT: 9-03.12(4)), for this purpose. The curtain drain should extend outward at least 12 inches from the wall and extend upward to within about 12 inches of the ground surface. Heel Drains: A heel drain is a horizontal drainage element that is placed behind the rearward projection (heel) of a wall foundation to collect water from the curtain drain. We recommend that a heel drain be included with all on -site retaining walls. Each heel drain should comprise a 4-inch-diameter perforated pipe surrounded by at least 6 inches of drainage gravel, all wrapped with filter fabric. The drainpipe should then be connected to a tightline discharge pipe that routes water to an appropriate location. Backfill Soil: We recommend that all backfill placed behind the curtain drain consist of either on -site or imported granular material, as described in the Structural Fill section of this report. If the backfill soil contains more than 10 percent fines, a layer of filter fabric (such as Mirafi 140N) should be placed between the curtain drain and backfill. Soil Compaction: Because soil compactors place significant lateral pressures on walls, we recommend that only small, hand -operated compaction equipment be used within 3 feet of a wall. Also, the soil within 3 feet should be compacted to a density as close as possible to 90 percent of the maximum dry density (based on ASTM: D-1557). A greater degree of compaction closely behind the wall would increase the lateral earth pressure, whereas a lesser degree of compaction might lead to excessive post -construction settlements. Backfill placed behind the curtain drain should be compacted to a density of 90 percent. 5.6 Drainage Systems In our opinion, the new development should be provided with permanent drainage systems to reduce the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Interceptor Drain: We recommend that a drain be installed along the eastern edge of the site to intercept groundwater seepage water emanating from the adjacent slope. A backfilled concrete retaining wall designed according to the previous text section would serve this purpose. If a different wall system (or no wall) is used here, we recommend installing a separate interceptor drain. This drain should consist of a trench measuring at least 2'/2 feet deep by 1'/2 feet wide, containing a 4-inch-diameter perforated pipe and backfilled with pea gravel or washed rock. The trench should be lined with filter fabric (such as Mirafi 140N) to reduce the migration of fines into the gravel. Reliable a Responsive a Convenient w Innovative 13 Geotechnical Engineering Evaluation Irerracon Federal Way Starbucks - Federal Way, WA May 16, 2013 i� Terracon Project No. B2135005 Foundation Drains: Due to the possibility for shallow groundwater to form below the site, we recommend that the building be encircled with a perimeter foundation drain to collect exterior seepage. This drain should consist of a 4-inch-diameter perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe. The gravel envelope should be wrapped with filter fabric (such as Mirafi 140N) to reduce the migration of fines from the surrounding soils. Ideally, the drain invert would be installed no more than 8 inches above or below the base of the perimeter footings. Subfloor Drains: Based on the groundwater conditions observed in our site explorations, we currently do not infer a need for drains beneath floor slab if the foundation drains are properly installed. However, the final decision regarding the need for subfloor drains should be made at the time of construction, after the floor subgrade has been exposed and the foundation walls have been cast. Runoff Water: Roof downspouts, parking lot drains, and drains from any other runoff surfaces should not be tied into the perforated piping system of the foundation drain. Instead, the runoff water collected from such sources should be routed through a separate tightline piping system. Also, final site grades should be sloped so that surface water flows away from the building rather than ponding near the foundation walls. Drainage Discharge: All water collected by the interceptor drain, foundation drain, catch basins, and other on -site systems should be conveyed to an off -site municipal storm drain, sewer, or other appropriate discharge location. As previously mentioned, the subsurface soils do not appear suitable for on -site infiltration of stormwater. 5.7 Pavement Sections We anticipate that some combination of flexible and rigid pavements will be used in new parking lot and drive -through lane. The following comments and recommendations are given for pavement design and construction purposes. Soil Design Values: Soil conditions can be defined by a California Bearing Ratio (CBR), which quantitatively predicts the effects of wheel loads imposed on a saturated subgrade. Although our scope of work did not include a CBR test on the surficial site soils, we infer from our limited textural testing that a CBR value of 10 to 15 would likely be appropriate for pavement design purposes. Correlation charts indicate that this CBR range corresponds to a subgrade reaction modulus range of about 200 to 250 pci. Traffic Design Values: Traffic conditions can be defined by a Traffic Index (TI), which quantifies the combined effects of projected car and truck traffic. Although no specific traffic data was available at the time of our analysis, we estimate that a TI of 3.0 to 4.0 would likely be appropriate for the car -parking lot and drive -through lane. A slightly higher TI of about 5.0 Reliable x Responsive a Convenient a Innovative 14 Geotechnical Engineering Evaluation Federal Way Starbucks v Federal Way, WA May 16, 2013 K, Terracon Project No. B2135005 Irerracon appears appropriate for an access driveway subjected to daily deliveries by small freight trucks, but this does not accommodate frequent use by heavy freight trucks. . Flexible Pavement Sections: A flexible pavement section typically comprises an asphalt concrete pavement (ACP) over a crushed aggregate base (CAB) over a granular subbase (GSB). Although the GSB can be omitted in certain cases, we infer that it is beneficial at this site in order to mitigate the moisture -sensitive subgrade conditions. Our recommended minimum thicknesses for flexible pavement sections, which are based on the aforementioned design values and a 20-year lifespan, are shown below. Minimum Thickness Flexible Pavement Layers — - (top to bottom) Parking Lot & Light -Truck Drive-Thru Driveway Asphalt Concrete Pavement (ACP) 3 inches 3'/z inches Crushed Aggregate Base (CAB) 3 inches 4 inches Granular Subbase (GSB) 6 inches 6 inches Rigid Pavement Sections: A rigid pavement section typically comprises a cement concrete pavement (CCP) over a crushed aggregate base (CAB) over a granular subbase (GSB). Although the GSB can be omitted in certain cases, we infer that it is beneficial at this site in order to mitigate the moisture -sensitive subgrade conditions. Our recommended minimum rigid pavement sections, which are based on the aforementioned design values, are shown below. Minimum Thickness Rigid Pavement Layers - (top to bottom) Parking Lot 8� Light -Truck Drive-Thru Driveway Cement Concrete Pavement (CCP) 5 inches 6 inches Crushed Aggregate Base (CAB) 2 inches 2 inches Granular Subbase (GSB) 6 inches 6 inches Subgrade Preparation: All pavement subgrades should be compacted to a firm and unyielding condition before any pavement layers are placed. We recommend using a vibratory roller in granular (sand or gravel) subgrade areas and a static roller in cohesive (silt or clay) subgrade areas. The zone of loose backfill soil located in the northwestern portion of the site (where the former underground fuel tanks were removed) will require additional compactive effort to achieve an adequate density. After all subgrade areas have been compacted, the resulting subgrade condition should be verified by proof -rolling with a loaded dump truck or other heavy construction vehicle, in the presence of a geotechnical representative. Reliable iv Responsive n Convenient Innovative 15 Geotechnical Engineering Evaluation Irerracon Federal Way Starbucks <.P Federal Way, WA May 16, 2013 Terracon Project No. B2135005 Granular Subbase: We recommend that all GSB material consist of imported, well -graded sand and gravel, such as "Ballast" per WSDOT: 9-03.9(1). In the interest of using recycled materials from on -site or off -site sources, it would be acceptable to substitute up to 20 percent of the GSB with crushed asphalt concrete or up to 100 percent of the GSB with crushed cement concrete, provided that the final mixture meets the same textural criteria as the aforementioned WSDOT material. Regardless of composition, all GSB material should be compacted to a minimum density of 95 percent, based on ASTM: D-1557. Crushed Aggregate Base: We recommend that all CAB material conform to the criteria for "Crushed Surfacing Base Course" per WSDOT: 9-03.9(3). In the interest of using recycled materials from on -site or off -site sources, it would be acceptable to substitute up to 20 percent of the CAB with crushed cement concrete, provided that the final mixture meets the same textural criteria as the aforementioned WSDOT material. Regardless of composition, all CAB material should be compacted to a minimum density of 95 percent, based on the Modified Proctor maximum dry density (per ASTM: D-1557). Asphalt Concrete Pavement: We recommend that the ACP aggregate gradation conform to the control points for a '/z-inch mix (per WSDOT: 9-03.8(6)) and that the binder conform to PG 58-22 criteria (per WSDOT: 9-02.1(4)). We also recommend that the ACP be compacted to a target average density of 92 percent, with no individual locations compacted to less than 90 percent nor more than 96 percent, based on the Rice theoretical maximum density for that material (per ASTM: D-2041). Cement Concrete Pavement: We recommend using Portland cement concrete with a minimum compressive strength of 4,000 psi and a minimum rupture modulus of 580 for the CCP. We also recommend that the concrete be reinforced with a welded wire mesh such as W2-6x6, positioned at a one-third depth within the layer. Compaction Testing: Compaction of the CAB and GSB layers should be verified qualitatively by method observations, proof -rolling, and hand -probing, as well as quantitatively by nuclear densometer testing. Compaction of the ACP should be quantified by laboratory testing of core samples, along with in -situ nuclear densometer testing. Pavement Life and Maintenance: It should be realized that asphaltic pavements are not maintenance -free. The foregoing pavement sections represent our minimum recommendations for an average level of performance during a 20-year design life; therefore, an average level of maintenance will likely be required. Furthermore, a 20-year pavement life typically assumes that an overlay will be placed after about 10 years. Thicker asphalt, base, and subbase courses would offer better long-term performance, but would cost more initially; thinner courses would be more susceptible to "alligator" cracking and other failure modes. As such, pavement design can be considered a compromise between a high initial cost and low maintenance costs versus a low initial cost and higher maintenance costs. Reliable a Responsive w Convenient a Innovative 16 Geotechnical Engineering Evaluation Irerracon Federal Way Starbucks L, Federal Way, WA May 16, 2013 Terracon Project No. B2135005 5.8 Structural Fill The term structural fill refers to any materials placed under foundations, retaining walls, slab -on - grade floors, sidewalks, pavements, and other such features. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Structural Fill Materials: For general use, a well -graded mixture of sand and gravel with a low fines content (commonly called "gravel borrow" or "pit -run") provides an economical structural fill material. For specialized applications, it may be necessary to use a highly processed material such as crushed rock, quarry spalls, clean sand, granulithic gravel, pea gravel, drain rock, controlled -density fill (CDF), or lean -mix concrete (LMC). Recycled asphalt or concrete, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. Soils used for structural fill should not contain any significant amount of organic matter or debris, nor any individual particles greater than about 4 inches in diameter. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain -size distribution and moisture content when they are placed. As the fines content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. On -Site Soils: Because moderate cuts are planned for the site after surface stripping, we expect that moderate quantities of on -site native soils will be generated during earthwork activities. Most or all of these on -site soils will likely consist of silty sands with gravel, which are moderately to highly moisture -sensitive. At the time of our exploration, moisture contents in the upper zone of native soils were found to range from about 7 to 8 percent, which we infer to be at or slightly above their optimum moisture content. As such, most on -site soils will likely be reusable during dry weather if they can be adequately moisture -protected, but they will be difficult to reuse during wet weather. Any zones of organic soil should be excluded from reuse as structural fill. Wet -Weather Earthwork: As discussed above, most of the on -site native soils would be difficult to reuse as structural fill during wet weather. Consequently, the project specifications should include provisions for using imported, clean, granular fill. As a general structural fill material, we recommend using a well -graded sand and gravel such as "Ballast" or "Gravel Borrow" per WSDOT: 9-03.9(1) and 9-03.14, respectively. For combined structural fill and drainage purposes, a relatively clean and uniform angular material such as "Crushed Surfacing Base Course" per WSDOT: 9-03.9(3) is preferable. Fill Placement and Compaction: Structural fill materials should be placed in horizontal lifts not exceeding about 12 inches in loose thickness. Unless stated otherwise in this report, we Reliable w Responsive a Convenient a Innovative 17 Geotechnical Engineering Evaluation Irerracon Federal Way Starbucks Federal Way, WA May 16, 2013 v Terracon Project No. B2135005 recommend that each lift then be thoroughly compacted with a mechanical compactor to a uniform density of at least 90 percent, based on the Modified Proctor test (ASTM: D-1557). Compaction is not necessary for certain structural fill materials, such as pea gravel, drain rock, quarry spalls, CDF, and LMC. Subgrade Verification and Compaction Testing: Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with our various recommendations for site preparation. The condition of all subgrades should be verified by a Terracon representative before soil or concrete placement begins. Also, fill soil compaction should be verified by means of in -place density testing, hand -probing, proof -rolling, or other appropriate methods performed during fill placement so that the adequacy of soil compaction efforts may be evaluated as earthwork progresses. 6.0 GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction, and other earth -related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the explorations performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between explorations, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this geotechnical project does not include either specifically or by implication any environmental or biological (such as mold, fungi, and bacteria) assessment of the site, nor any identification or prevention of pollutants, hazardous materials or conditions. A Phase 1 environmental assessment would be needed if such information is desired. This report has been prepared for the exclusive use of our client, for specific application to the currently proposed project, and in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. Reliable w Responsive a Convenient w Innovative 18 N Con-) ,top . 06 �281stSt CL V'_ I qi 3 2rInd -W Redondo '5P 00- ty max, VI 2 �t rr 4 LAO" Approximate ra g Site Location --4k r; 2974, 51 .4 2881., St 'S 2881h Sr S 2881rI St Si k x Noultilis Heniontary J-1 School 1w. '0 -0, qt-- a, C. L . Ux wn St. Sac., sa"ja"a Park M Midale Sco" S �.Mfl r-qt- *3 Basemap PDF obtained from Google Maps and modified by Terracon Nejad Mng' — Project No SITE LOCATION MAP FIG. No.� JMB B2135005 D—n By: Scale: Irerracon Federal Way Starbucks SGP Checked By. ASSHOWN File No Consulting Engineers and Scientists Federal Way, Washington JIVIB Figure l.dwg Approved By: Date: 21905 641h Avenue W., Ste 100 MounflakeTenace.WA98043 prepared for: SCIVI Solutions, LLC JM13111 May 2013 1 PH. (425)771-3304 FAX, (425) 771-3549 1 N cn a- Q 2 C� 2 U U B_2 4 PROPOSED BUILDING � -3 B-1 S. 288th STREET 30 0 10 20 30 LEGEND: SCALE IN FEET 19 B-1 BORING NUMBER AND APPROXIMATE LOCATION Basemap PDF file provided by SCM Solutions and modified by TERRACON. PmJact Mngr. JMB mJe Pci No. B2135005 l�erracon Consulting Engineers and Scientists Avenue W.,Bb100 Mourrtleke Tenece,WAMM SITE AND EXPLORATION PLAN FIG. No. Urevm By. sGP scab: 1 inch=30feet Federal Way Starbucks Federal Way, Washington Prepared for: SCM Solutions LLC Y � it 2 cnetlred Sr. JMB Flee No. Figure 2.dw Appmved By. JMB Day-.21805540r May 2013 PH (425) 771,W FAX (425) 7713M APPENDIX FIELD EXPLORATION PROCEDURES, NOTES, AND LOGS B2135005 FIELD EXPLORATION PROCEDURES The following paragraphs describe our procedures associated with the on -site subsurface explorations and field tests that we conducted for this project. Interpretive stratigraphic logs of our auger borings are enclosed in this appendix. Our scope of work did not include a precise survey of each exploration location. Instead, all horizontal positions were determined by pacing or taping distances from existing site features, and all depths were referenced to existing site grade. As such, the locations and depths given in the report text, shown on the report figures, and stated on the stratigraphic logs should be considered accurate only to the degree implied by our measuring methods. Auger Borings All borings were advanced with a hollow -stem auger, using a trailer -mounted drill rig operated by an independent drilling firm (Boretec-1, Inc.) working under subcontract to Terracon. As each boring was completed, the borehole was backfilled with suitable materials and the surface was patched with asphalt or concrete. Excess soil cuttings were barreled and left on site in a discreet location. A geotechnical specialist from our firm continuously observed the borings, logged the subsurface conditions, and collected representative soil samples. Throughout the drilling operation, soil samples were obtained at 2%- or 5-foot depth intervals by means of the Standard Penetration Test (SPT) per ASTM: D-1586. All samples were stored in watertight containers and later transported to our laboratory for further visual examination. Interpretive stratigraphic logs of our explorations are enclosed in this appendix. B2135005 GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1 Sill" I.D.. 211 O.D_, unless othermse noted HS: Hollrnv Stem Auger ST: Thin -Walled Tube - 2" O.D_, unless otherwise noted PA: Power Auger RS: Ring Sampler - 2.42" I.D., 3" Q.D., unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring - 4", N, B RB: Rack Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O-D. split -spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling NiE: Not Encountered WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other Incalions across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations_ DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System_ Coarse Grained Soils have more than 60% of their dry weight retained on a 9200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Flne Grained Sails have less than 50% of their dry weight retained on a #400 sieve: they are principally described as clays if they are plastic. and slits if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils an the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE -GRAINED SOILS %,kindard Unconfined Penetration or Standard Penetration compressive N-value (SS) or N-value SS Strength.Qu sf ElbWSIFt. Blows/Ft. Consistency Relative Density < 500 <2 Very• Soft 0-3 Very Loose 500 — 1,000 2-3 Soft 4-9 Loose 1,001 — 2,000 4-6 Medium Stiff 10 — 29 Medium Dense 2i101 — 4,000 7-12 Stitt 30-49 Dense 4,001 — 8,000 13-26 Very Stiff 50+ Very Dense 8.000+ 26+ Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term[si_of other Percent of Major Component constituents Dry Weight of Sarr3ole Particle Size Trace < 15 Boulders Over 12 in_ (300mm) With 15 —29 Cobbles 12 in_ to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in_ to #4 sieve (75mm to 4.75 mm) Sand 94 to #200 sieve (4.75mm to 0.075mm) RELATIVE PROPORTIONS OF FINES Slit ar Clay Passing #200 Sieve (0.075mm) Descriptive Termtsl of other Percent of PLASTICITY DESCRIPTION constituents Dry Weight Term PlasticlN In ex Trace < 5 Non -plastic 0 With 5-12 Low 1-1ai Modifiers > 12 Medium 11-30 High 30+ B2135005 BORING LOG NO. B-1 Page 1 of PROJECT: Federal Way Starbucks CLIENT: SCM Solutions, LLC SITE: S 288th St. and Pacific Hwy S. Federal Way, Washington o LOCATION See6diibitA-2 W Z p a' v m ^ z U v J Q W F J Z W Z F a a w� a 2 oW LL QF �O w O ❑ ¢rn m0 Cn w of< U rr a DEPTH 4 inches ASPHALT 0.3 SILTY SAN12 WITH GRAVEL (SMI, light brown, very dense, moist e k 6 25-26-50 I� I ' N=76 5 50/5" 2 N=50/5" �i 9 22-45-50 N=95 t 1 Stratification lines are approximate In -situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures. Notes: See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Borings backfilled with bentonite chips upon completion abbreviations. WATER LEVEL OBSERVATIONS _ - (Boring Started: 4/25/2013 (Boring Completed: 4/25/2013 Drill Rig: Trailer Driller. Boretec Irerracon — 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington 11Project No.: 81135005 Ediibit: A-1 BORING LOG NO. B-1 Page 2 of 2 PROJECT: Federal Way Starbucks CLIENT: SCM Solutions, LLC SITE: S 288th St. and Pacific Hwy S. Federal Way, Washington 0o LOCATION SeeE#iibitA-2 W z a c w co U ^ _ LL w _ > W F m j o 4' F w LL = x a- jQ WLu w m > F- z w wz ¢F w ❑ Qm ii w _jw LLm �O m C7 m0 rr � O a DEPTH j SILTY SAND WITH GRAVEL OM), light brown, very dense, moist (continued) X, 1 50/2" n N=50/2" E f .R 6 1 — i 18-34-35 9 • N=69 nl . 16.5 Boring Terminated at 16.5 Feet 20 Stratification lines are approximate In -situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures. Notes: See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for moanation of symbols and Borings backfilled with bentonite chips upon completion abbreviations. WATER LEVEL OBSERVATIONS Boring IrerracOn Started: 4/25/2013 Boring Completed: 4/25/2013 Rig: Trailer Drill Driller. Boretec 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington Project No.: 81135005 1 Exhibit: A-2 BORING LOG NO. B-2 Page 1 of 1 PROJECT: Federal Way Starbucks CLIENT: SCM Solutions, LLC SITE: S 288th St. and Pacific Hwy S. Federal Way, Washington (D LOCATION See ExhibitA-2 m wz w a ' w m ^ o w w O JO W F�j z Of LU F= a a w i> o CD m wQF zw w o O LL a< DEPTH h s ASPHALT FILL - SILTY SAND WITH GRAVEL (SMI, brown to Ijght brown, medium dense, 01 moist fg, u it �b u' 1 .5 5 , orange and brown, dense, moist mottled r 12-15-12 N=27 �f 5 -- 10 17-23-26 N=49 65 Boring Terminated at 6.5 Feet 1 Stratification Imes are approximate. In -situ, the transition maybe gradual. Advancement Method: See Exhibit A-3 for description offield procedures. Notes: See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Borings backfilled with bentonite chips upon completion abbreviations. WATER LEVEL OBSERVATIONS_ Boring Started: 4/25/2013 Boring Completed: 4/25/2013 Dill Rig: Trailer Driller. Boretec Irerracon 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington Project No.: 81135005 Exhibit: A-3 r z z 0 O J Z 0 m D x BORING LOG NO. B-3 Page 1 of 1 PROJECT: Federal Way Starbucks CLIENT: SCM Solutions, LLC SITE: S 288th St. and Pacific Hwy S. Federal Way, Washington o LOCATION See Exitibit A-2 w Cn Z wa W � U WO > wH j (Y� EL a Wi a > COO w <F z iJ W o FW �m n_ a OU WLu LL -1 wiz w U of DEPTH O W o W a 0.3 3.5 inches ASPHALT SILTY SAND WITH GRAVEL f SIVII, light brown, very dense, moist 8 25-26-50 N=76 5 10 26-50/3" N=50/3" Boring Terminated at 5.75 Feet 1 Stratification lines are approximate. In -situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures Notes: See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and Abandonment Method: Borings backfilled with bentonite chips upon completion abbreviations. WATER LEVEL OBSERVATIONS Irerracon Boring Started: 4/25/2013 Boring Completed: 4/25/2013 Driller. Boretec IJrill Pig: Trailer 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington Project No.: 81135005 Exhibit: A-4 BORING LOG NO. B,4 Page 1 of 1 PROJECT: Federal Way Starbucks CLIENT: SCM Solutions, LLC SITE: S 288th St. and Pacific Hwy S. Federal Way, Washington cD LOCATION See Exhibit A-2 �CoW W Z n- = F W m ^ ? W O v JO } F H� z WZ LL _ 2 F of J j OU) W QF F W rL Q0 Ov WIA of C �O �O CDV a DEPTH 02 2inches PHALT SJLTY SALND YUfrH GRAVEL 5 , light brown, dense to very dense, moist { e� D. �i 4I p. 13 15-26-21 m I� N=47 tl s. o 5 8 16-26-27 N=53 n 6.5 Boring Terminated at 6.5 Feet 1 Stratification lines are approximate. In -situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures. Notes: See Appendix B for dezrAptlon of laboratory procedures and additional data (ifany)- Abandonment Method: See Appendix C for e)Ianation of symbols and Borings backfilled with bentonite chips upon completion abbreviations. _ WATER LEVEL OBSERVATIONS Boring Started: 4/25/2013 Boring Completed: 4/25/2013 Drill Rig: Trailer Driller. Boretec 1 rerracan — 21905 64th Axe W, Suite 100 Mountlake Terrace, Washington Project No.:81135005 Exhibit: A-5 BORING LOG NO. B-5 pee 1 of 1 PROJECT: Federal Way Starbucks CLIENT: SCM Solutions, LLC SITE: S 288th St. and Pacific Hwy S. Federal Way, Washington o o LOCATION See Exhibit A-2 - 01 wz w - W U W O F— Y Co}}a Co j ofu-i LL d W W d > J m W ¢� W 0 w o rw Z> o w� LL a �z W DEPTH �m ¢ W < CUD o a 2 inches ASPHALT a.3 I !' ILL - SILTY SAND WITH GRAVEL ISM), gray, loose, moist �j i 13 5-4-4 N=8 i. i u .. U 5 u� e.! 10 6-5-3 N=8 I a 5.5 Boring Terminated at 6.5 Feet 1 Stratification lines are appmximate. In -situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures Notes: See Appendix B for description of laboratory procedures and additional data (if any) Abandonment Method: See Appendix C for explanation of symbols and Borings backfilled with bentonite chips upon completion abbreviations. WATER LEVEL OBSERVATIONS Irerracon Boring Started: 4/25/2013 Boring Completed: 4/25/2013 Drill Rig: Trailer Driller. Boretec 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington Project No.: 81135005 Exhibit: A-6 APPENDIX B LABORATORY TESTING PROCEDURES, CLASSIFICATIONS, AND RESULTS B2135005 LABORATORY TESTING PROCEDURES The following paragraphs describe our procedures associated with the laboratory tests that we conducted for this project. Our test results are enclosed in this appendix and/or are shown on the exploration logs contained in Appendix A. As part of our testing program, the samples were examined in our laboratory and classified in accordance with the attached General Notes or the Unified Soil Classification System (USCS), based on the texture and plasticity of the soil. A brief description of the USCS is included with this appendix. Visual Classification Procedures Visual soil classifications were conducted on all samples in the field and on selected samples in our laboratory. All soils were classified in general accordance with the United Soil Classification System, which includes color, relative moisture content, primary soil type (based on grain size), and any accessory soil types. The resulting soil classifications are presented on the exploration logs contained in Appendix A. Moisture Content Determination Procedures Moisture content determinations were performed on representative samples to aid in identification and correlation of soil types. All determinations were made in general accordance with ASTM: D-2216. The results of these tests are shown on the exploration logs contained in Appendix A. Grain Size Analysis Procedures A grain size analysis indicates the range of soil particle diameters included in a particular sample. Grain size analyses were performed on representative samples in general accordance with ASTM: D-422. The results of these tests are presented on the enclosed grain -size distribution graphs and were used in soil classifications shown on the exploration logs. B2135005 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests, Group Symbol Coarse Grained Soils Gravels Clean Gravels Cu - 4 and 1 <_ Cc,- 3E GW More than 50% retained More than 50% of coarse Less than 59%fines° Cu < 4 and/or 1 ? Cc > 3E GP fraction retained on on No. 200 sieve No. 4 sieve Gravels with Fines More Fines dassfiy as ML or MH GIN than 12% finest Fines classify as CL or CH GC Sands Clean Sands Cu - 6 and 1 < Cc = 3E SW 5G% or more of coarse Less than 5%fines" fraction passes No. 4 sieve Sams with Fines More than 12% fines° Fine -Grained Soils Sifts and Clays inorganic 50% or more passes the Liquid limit less than 50 No. 200 sieve organic Sifts and Clays inorganic Liquid limit 50 of more Highly organic sods organic Soil Classification Cu < 6 and/or 1 a Cc > 3E SP Fines classify as ML or MH SM Fines Classify as CL or CH Sc Pt > 7 and plots on or above "A" line' CL PI .4 or plots below "A' line' ML Liquid limit - oven dried 0 75 QL Liquid limit - not dried Pf plots on of above °A" line PI plots below W line Liquid limit- oven dried Liquid limit - not dried Primarily organic matter, darn in color, and organic odor "Based on the material passing the 3-in. (75-mm) sieve 'if field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. ' Gravels with 5 to 12% fines require dual symbols: GW-G]M well -graded gravel with a, GW-GC yell -graded gravel , ith clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. Sands with 5 to 12% fries require dual symbols: SWSM well -graded sand with sift, SW -SC well -graded sand with clay, SP-SM poorly graded sand ,A(ih silt, SP-SC poorly graded sand with clay 'Cu = D3 ,IlDto Cc = —na- Do x No 'If soil contains > 15% sand, add 'Wth sand" to group name - 'If fines classify as CL-ML, use dual symbol GC -GM, of SC-SM. 60 1 For classification of fine-grained soils and fine-+arained traction so of cowsc-grained SOILS Equahan of ^a°- LIMO Q Horizontal at Pt=4 tv LL 1'5.5. W 40 then Pl.D.73 tl-L-20) p Equation of V' - Iinie, Vertical at LL=16 to PI=7. r 30 then P14,0 (LL-s) 20 G 47 a ' 0 10 1S 20 CH Er3H 1,035 OH PT Group Namea Weil -graded graver Poorly graded gravel` Silty gravel`•°•" Clayey graver-1 Well -graded sand' Poorly graded sand Silty sand", Clayeysan&."' Lean dayK' SiltK`N Organic day' M11 Organic silt",'4° Fat day1G4" Bast c Sj[e.Ll Organic clayK1,111' Organic sill g `�O Peat "If fines are organic, add "with organic fines" to group name. If soil contains ? 15116 gravel, add "with gravel" to group nanhe. ' If Atterberg limits plot in shaded area, soil is a CL-ML, sitfy clay. "If soil contains 15 to 29°/6 plus No. 200, add "with sand" or'with gravel,'whichever is predominant- ` If soil contains ? 30% plus No- 200 predominantly sand, add .sandy' to group name. "'if soil contains > 301/6 plus No- 200, predominantly gravel, add .gravelly" to group name. "PI >_ 4 and plots on or abode `A" line. °PI < 4 or plots below "A" line. p PI plots on or above "A" line. 'PI plots below'A line. >S, 4- �4 G MH of GH T W 40 50 60 70 so LIQUID LIMIT {LL) MLerOL }I so 100 110 Irerracon B2135005 100 90 = 80 ?� 70 m 60 W Z Li 50 Z W 40 W a 30 20 10 0 1000.000 GRAIN SIZE ANALYSIS Test Results Summary ASTM D 422 20 'VIlls 100.000 10.000 1.000 0.100 0.010 0.001 PARTICLE SIZE IN MILLIMETERS Coarse Fine Coarse Medium Fine Sift Clay BOULDERS COBBLES GRAVEL SAND FINE GRAINED Exploration Sample Depth (feet) Moisture (%) Fines (%) Description B-1 S-1 2 1/2' to 4' 8 24.8 115-Fermwn JOB NO: B2135005 PROJECT NAME: 21DATE OF TESTING: 04/26/13 Federal Way Starbucks Phone: (253) 573-9939 Fax: (253) 573-9959 GRAIN SIZE ANALYSIS Test Results Summary ASTM D 422 100 90 = 80 W ?� 70 m W 60 W Z LL 50 Z W V W- 40 W IL 30 20 10 0 1000.000 100.000 10.000 1.000 0.100 0.010 0.001 PARTICLE SIZE IN MILLIMETERS Coarse Fine Coarse Medium Fine Sift Clay BOULDERS COBBLES GRAVEL SAND FINE GRAINED Exploration Sample Depth (feet) Moisture (%) Fines (%) Description B-4 S-1 2 1/2'to 4' 7 18.6 � JOB NO: B2135005 PROJECT NAME: E: 2IlSkluses, acorrry, DATE OF TESTING: 04/26/13 Federal Way Starbucks Phone: (253) 573-9939 Fax: (253) 573-9959 APPENDIX C SUPPLEMENTAL INFORMATION B2135005 M s R 4 LAN&CAPE Cn d SHRUB Ab,. (TYP)fr CD CLEARAN . BAR 1 { UNDERGROUND ' { DETENTION VAULT I DIRECTIONA Q 1 I 19.0' SIGNAGE rn FFrR ' F Jf EX JS STOP -�� ' PREVIEW 'BOARD' SOD --- I EX 1.5' HIGH I 1 AGE CONCRETE RETAINING WALL +' I ER A i 48Q SF RD z zaa 9 f 101 5' %ANDSIWEIV RUPFFA 27 SHRUB AREA F� (TYP) 58 EX HYD CLOSE EX I MONUMENT SIGN DRIVEWAY =-- S. 288th STREET STARBUCKS - CONCEPT PLAN SITE = 16,139 SF FEDERAL WAY, WA PARKING REQUIRED - 6 SCALE.- 1'=30' PARKING PROVIDED -T / \4) Sterling DesignAssociates, lic DATE.' 04/19/13 • NORTH PROPERTYAND REGULATORY INFORMATION HAS NOT BEEN VERIFIED. INMI IVI' iL 0.0 0.1 0.2 0.3 0.4 miles 161/ GEOGRAPHIC 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 km 05/08/13 N0 000 S 312th t C40 i 3 S St Qvr I f-pil ruI d't ho St Excerpt from King County Map (April 2013) I� r` s2esr.I LN rn � � : � � • ,� { ;� cif � F � r7 ❑ f :S S_ iS 294TH PL s`►1 .5T 40 QC) 2016 XMg co � � i l � `� � �,f 5 J I I � E � •� The InhinneHon i tCluded on 1h€S map has been ownpilad 6y tClne County stag from a vartely a+ SaurC@5 and iS Subject 10 charge wilhaul notice. huniiyy makes no rapresentalion5 nr wananries, express ar msplledas to aCCtlfaayCompletenesstimelin,esso ,r ghts to -!ha usa or suhinaFtliinn CThis incidemaj, or oansequential LQ damages mc9vding, but swt Iftrtfled Fo, rosl ravenuBs Dr lost pR7f IS f85u!ling from the us+'i or misuse of the Httonnetion contained on this map. Any sale 01 th s maA ar infaimatinrl on Ihis map's prohiblfed except by written permfaSiar aF €ling Countyy. King County Raie: A115f2nt3 Source: King County iMAP - SBn5iliva Rreas lh[tpJIWWW.melrolfC.gavIQIS1iNtAPj W 9 C i 1 i Underground Storage Tara Location Ran (provided by Todd Beads! on4/25!2013) Washington 509 - Google Maps Page 1 of 1 Go,"-sle Address Washington 509 Address is approximate Looking southeast at existing building. http://maps.google.comlmaps?q=28722+Pacific+Highway+South,+Federal+Way,+WA&sl... 4/ 12/2013 Washington 509 - Google Maps Page 1 of 1 Google Address Washington 509 Address is approximate http://maps. google. com/maps?q=28722+Pacific+Highway+South,+Federal+Way,+WA&sl... 4/ 12/2013 1613 South 288th Street - Google Maps - Page 1 of 1 Goosle Address 1613 South 288th Street Address is approximate Looking north across S. 288th Street at existing building. http://maps. google. com/map s?q=28722+Pacific+Highway+South,+Federal+Way,+WA&sl... 4/ 12/2013 Sterling Design Associates, Ilc Starhucks 288t' & Pacific Hwy S, Federal Way, W►4 Technical Information Report June 12, 2013 Revised August 7, 2013 The information contained in this report was prepared by and under the direct supervision of the undersigned. Sara J. Martin, PE Sterling Design Associates, LLC. 2009 W. Littleton Blvd Suite 300 Littleton, CO 80120 RESUBMITTED AUG 0 9 2013 CITY OF FEDERAL WAY CDS Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com I I I I Starbucks Technical Information Report Table of Contents 1. PROJECT OVERVIEW......................................................................................................................1 2. CONDITIONS AND REQUIREMENTS SUMMARY........................................................................2 3. OFFSITE ANALYSIS.........................................................................................................................3 4. FLOW CONTROL ND WATER QUALITY FACILITY ANALYSIS AND DESIGN .........................4 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN......................................................................7 6. SPECIAL REPORTS..............................................................................................................................7 7. OTHER PERMITS..................................................................................................................................7 8. CSWPPP ANALYSIS AND DESIGN.....................................................................................................7 9. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT.................8 10. OPERATIONS AND MAINTENANCE MANUAL..............................................................................8 —1 Figure 1 JI Figure 2A Figure 2B Figure 3A 1 Figure 3B Figure 4 Figure 5 Figure 6 Figure 7 1 Figure 8 Figure 9 JFigure 10 Figures Figures are located in the Figures Section of this report which follows Section 7. TIR Worksheet Site Location Map Downstream Flow Path Existing Drainage Basins Proposed Drainage Basins Soils Map Isopluvials of 2-Year Rain Fall - 24-Hour Total Precipitation in Inches Isopluvials of 25-Year Rain Fall - 24-Hour Total Precipitation in Inches Isopluvials of 100-Year Rain Fall - 24-Hour Total Precipitation in Inches Proposed StormFilter System Conveyance Analysis Backwater Analysis J Appendix A — Plans Appendix B — Calculations Appendix C — Special Report j I j I j Appendices J 1 I I I I. PROJECT OVERVIEW The proposed project includes a new Starbucks drive-thru with a pedestrian walk-up window at 28722 Pacific Highway South in the City of Federal Way. The total parcel area is 16,147 sf (0.37 ac). The project entails the demolition of the existing building, asphalt parking lot, and retaining wall along the east property line, construction of a new 614 square -foot building, vehicle parking area, pedestrian access routes, and closure of the existing driveway along South 288111 Street See Figure 1: TIR Worksheet and Figure 2A: Site Location Map. Predeveloped conditions — The project site is located north of South 288th Street, east of Pacific Highway South, west of a medical office, and south of an apartment complex. The project site is at a lower elevation than the surrounding areas to the north and east; and the project area generally slopes from the east to west at varying slopes of approximately 2% - 5%, with steeper slopes of approximately 30% along the east property line. The site is currently developed with an empty building located near the northeast corner of the site, parking, and a retaining wall along the east property line. There is no formal drainage system on the site. The runoff from the site sheet flows across the parking area, from east to west, to Pacific Highway South. There are several existing trees along the north side of the site, many of which will not be affected by the project. In some areas mature trees will have to be removed to accommodate the site layout. See Figure 3A: Existing Drainage Basins. Developed conditions — The site is being developed with drive-thru Starbucks, new utilities, parking, and frontage improvements on South 288th Street. The access driveway on Pacific Highway South will be retained. Various pedestrian and vehicular circulation improvements are proposed along with the building construction. The proposed drainage system will use a StormFilter, media filtration facility, on site to provide water quality treatment of stormwater. The proposed improvements will not increase the 100-year peak runoff by more than 0.1-cfs, therefore flow control is not required per the 2009 King County Surface Water Design Manual (KCSWDM). See Figure 313: Proposed Drainage Basins and Figure 4: Soils. j Starbucks-288' & Pacific Hwy, Federal Way, WA TIR J Sterling Design Associates, LLC Page I August 7, 2013 2. CONDITIONS AND REQUIREMENTS SUMMARY A. CONDITIONS AND REQUIREMENTS SUMMARY The proposed project includes the development of an area that includes 2,000 sf of new and/or replaced impervious surface or 7,000 sf of land disturbing activity. Therefore a Full Drainage Review is required, which includes Core Requirement #1-48 and Special Requirement #145. B. FRONTAGE IMPROVEMENTS There will be frontage improvements along South 288" Street 1. Total amount of (net) new impervious area (for frontage improvements): 376 SF 2. New impervious area requiring water quality treatment: 0 SF 3. Conventional treatment required: No 4. Nutrient Treatment Required: No C. DEVIATION FROM STANDARDS REQUESTS None Starbucks-288' & Pacific Hwy, Federal Way, WA 1 1K Sterling Design Associates, LLC Page 2 August 7, 2013 _V 3. OFFSITE ANALYSIS A. DOWNSTREAM ANALYSIS AND MAP A Level 1 Analysis, a qualitative survey of the downstream system leaving the project site, has been completed for the project. -1 Drainage from the site is tributary to the public storm sewer system within Pacific J Highway South. This system flows to the north, then west and eventually discharges to the Puget Sound. The piped public storm drain along the east side of South Pacific Highway flows north for approximately 1,100 If The pipe then changes direction, flowing west for approximately 3,000 if before discharging into the Puget Sound. J J J J J J Runoff from the proposed development will be collected in several catch basins, and will be conveyed to a water quality facility before discharging to the existing public storm drain system. There are no apparent obstructions or limitations to the downstream system within I/4 mile of the project site. There is not expected to be an adverse impact to the downstream system as a result of the project, since the drainage system will be designed to meet the applicable City of Federal Way drainage design requirements. See Figure 213: Downstream Flow Path. B. UPSTREAM ANALYSIS AND MAP The project site is located within the Lower Puget Sound basin; according to the survey and a site visit, it appears the off -site areas north and east of the project are upstream of the project. These areas are collected in an existing storm drain system, and not tributary to the proposed on -site system. C. LEVEL 2 ANALYSIS Level 2 Analysis is not expected to be required for this site. Starbucks-288'' & Pacific Hwy, Federal Way, WA Sterling Design Associates, LLC Page 3 TIR August 7, 2013 J I J 1 I 4. FLOW CONTROL ND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. EXISTING SITE HYDROLOGY There are no existing detention systems that will be affected by the project development. The drainage system flows through the site, discharging to the public storm sewer system and eventually discharging to the Puget Sound. Existing conditions were modeled as "forested" in accordance with the requirements of the 2009 KCS WDM. The total effected area modeled as forested conditions was 16,147 sf (0.37 ac). See Figure 3A: Existing Drainage Basins. B. DEVELOPED SITE HYDROLOGY In the developed condition, there is 8,973 SF of impervious surface on -site and 376 SF of impervious surface area in the right-of-way from the existing condition. A small portion, approximately 700 SF, of the on -site impervious surface will bypass the on -site storm drainage system due to the grading restraints of the existing driveway cut. In the developed condition, there is a total of 7,417 SF of pollution generating impervious surface (PGIS) area on -site. A StormFilter system treats the stormwater runoff from the 6,830 SF of on -site pollution generating impervious surface. The point of compliance for the stormwater analysis is the discharge point at the new catch basin at the existing storm drain system, west of the site within South Pacific Highway. The following is a summary of the developed basin areas: Table 1-Developed Areas Tributary to Existing System in South Pacific Highway: Surfaces sf acres Pollution Generating Impervious 7,530 0.172 Non -Pollution Generating Impervious 1,443 0.033 Total Impervious 8,973 0.205 Pervious 7,174 0.165 Total Area 16,147 0.370 See Figure 313: Proposed Drainage Basins. Starbucks-288`' & Pacific Hwy, Federal Way, WA TIR Sterling Design Associates, LLC Page 4 August 7, 2013 C. PERFORMANCE STANDARDS Based on the City of Federal Way's Flow Control Application Map, the project site is within the Conservation Flow Control Area. KCRTS stormwater modeling was used to model both the existing and developed conditions. The areas shown above under the existing conditions —1 section and in Table 1 above were used in the KCRTS stormwater model. The modeling of I all surfaces is consistent with the 2009 KCSWDM. The project adds more than 5,000 sf of pollution generating impervious surface, therefore water quality treatment will be required. The site is within an Enhanced Basic Water Quality Area, therefore Enhanced Basic Water Quality Treatment will be required. - Per KCSWDM Section 1.2.4.1, new pipe systems shall be designed with sufficient capacity to convey and contain the 25-year peak flow. D. FLOW CONTROL SYSTEM Table 2 provides a summary of the existing flow rates, modeled as forested, and the developed, unmitigated flow rates. Table 2 — Unmitigated Flow Rates Storm Event Existing (forested) Developed Conditions Conditions (unmi 0.064 2-year 0.011 Storm Event cfs) 25-year 0.024 0.077 Storm Event cfs 100-year 0.030 0.130 Storm Event (cfs) The increase in the 100-year peak runoff rate was not more than 0.1-cfs, therefore flow control is not required for the project. KCRTS uses known precipitation quantities from 24- hour isopluvials. See Figures 5, 6 and 7: Isopluvials 2-year, 24-hour storm 2.05 in/24hr (stream bank protection) 25-year, 24-hour storm 3.40 in/24hr (conveyance) 100-year, 24-hour storm 4.12 in/24hr (runoff control) Flow control BMPs will be installed, per the requirements of the 2009 KCSWDM, Section 5.2.1. The site is considered to be a "small lot" since it is less than 22,000 SF in area, Jtherefore small lot BMPs requirements, Section 5.2.1.1, shall be installed. Due to site constraints, the runoff from the roof area cannot be fully dispersed, therefore a BMPs from Appendix C ofthe 2009 KCSWDM will be implemented 10 a minimum of 20% of the sites Jimpervious area. Starbucks-288' & Pacific Hwy, Federal Way, WA TIR Sterling Design Associates, LLC Page 5 August 7, 2013 I I I I I J I J Approximately 1,200 SF of the drive-thru lane will be mitigated by basic dispersion via sheet flow to a 10-foot long vegetated flow path, per the 2009 KCSWDM, Section C.2.4. Approximately 600 SF of the drive-thru lane will be mitigated via a rain garden south of the proposed building. The rain garden was sized per the 2009 KCSWDM, Section C.2.5. See Appendix B for rain garden sizing calculation. E. WATER QUALITY SYSTEM The site is within an Enhanced Water Quality Treatement Area and the contaminant - generating disturbed areas exceed 5,000 sf, therefore Enhanced Basic Water Quality is required. The treatment goal is to remove 50% of the total zinc and 80% of total suspended solids (TSS) for flows or volumes up to and including the WQ design flow or volume. Runoff treatment is provided via filtration in a StormFilter system. Flow control is not required for the project, therefore the water quality design flow is 35% of the developed 2-year peak flow rate, as determined by the KCRTS Stormwater model. The StormFilter is a flow -through stormwater filtration system comprised of a manhole that houses media -filled cartridges. As stormwater fills the treatment chamber, stormwater filters through the media to the center of the cartridge, and treated stormwater is collected and discharged through underdrain collection pipes. A StormFilter with MetalRx media may be used as a single facility to meet the Enhanced Basic Water Quality treatment requirement. The maximum StormFilter design flow rates per cartridge for Enhanced Basic treatment with MetalRx media is 5.0 gpm/cartridge for a 12-inch cartridge height. See Appendix B for StormFilter sizing calculations. See Figure 8: Proposed StormFilter System. J Starbucks-288' & Pacific Hwy, Federal Way, WA TIR Sterling Design Associates, LLC Page 6 August 7, 2013 I J S. CONVEYANCE SYSTEM ANALYSIS AND DESIGN See Figure 9: Conveyance Analysis and Figure 10: Backwater Analysis. 6. SPECIAL REPORTS See Appendix C for the Geotechnical Engineering Report, dated 5/16/2013, prepared by Terracon Consultants, Inc. 7. OTHER PERMITS No other permits are required for this project. 8. CSWPPP ANALYSIS AND DESIGN A. ESC PLAN ANALYSIS AND DESIGN The project plans include a TESC design. The Construction SWPPP requirements defined in The King County Pollution Prevention Manual will be addressed by the TESC Plan and the associated TESC notes. The design will include the TESC measures to be utilized, including the following: • Construction Access Pads • Perimeter Siltation Control Measures (silt fence, straw wattles, triangular silt dikes) Temporary Sediment Settling Facility — sediment settling facility sizing calculations are included in Appendix B of this report. Commonly, the sediment settling facility is sized by using the expected developed peak 2-year runoff rate to determine the required surface area for the facility. The plans include temporary storage on site in sediment trap. The size of the tank was determined using the peak runoff rate of 0.064 cfs. The volume derived is based on the calculations in the KCPPM for a sediment trap, which provides a surface area and depth. The TESC plans includes a sediment trap in the northwest corner of the site. If larger storms occur, additional temporary storage volume will be provided. See project TESC plan and details for additional information. The implementation of the TESC plan and construction maintenance, replacement and upgrading of the TESC facilities will be the responsibility of the contractor per the contract documents. The TESC facilities will be constructed prior to and in conjunction with all clearing and grading activity and in a manner in which sediment or sediment laden water does not leave the project site, enter the drainage system, or violate applicable water quality standards. The TESC measures shown on the plan are considered the minimum Starbucks-288`h & Pacific Hwy, Federal Way, WA TIR Sterling Design Associates, LLC Page 7 August 7, 2013 J requirements for anticipated conditions. During construction the contractor shall be responsible for upgrading these facilities as necessary. B. SWPPP PLAN DESIGN A SWPPP is not required for this project. 9. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT Project is a private construction project, therefore Bond Quantities and a Declaration of Covenant are not required. 10. OPERATIONS AND MAINTENANCE MANUAL Project is a private construction project, therefore an Operations and Maintenance Manual is not required. Starbucks-288`° & Pacific Hwy, Federal Way, WA Sterling Design Associates, LLC Page 8 TIR August 7, 2013 Figures Figure 1 Figure 2A Figure 2B Figure 3A Figure 3B Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 u TIR Worksheet Site Location Map Downstream Flow Path Existing Drainage Basins Proposed Drainage Basins Soils Map Isopluvials of 2-Year Rain Fall - 24-Hour Total Precipitation in Inches Isopluvials of 25-Year Rain Fall - 24-Hour Total Precipitation in Inches Isopluvials of 100-Year Rain Fall - 24-Hour Total Precipitation in Inches Proposed StormFilter System Conveyance Analysis Backwater Analysis W II J KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner _l Phone '" �J18'-• t� Address ;Z-4 6 LAk a$L Project EngineerWA IMARTIA1 Company S F Phone Part3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subd":vison / Short Subd. / UPD 0 Buildin Services M/F r1fo7a Ir ericalD SFR ❑ Clearing and Grading ❑ Right -of -Way Use ❑ Other - -- Part 5 PLAN AND REPORT INFORMATION Part 2 PROJECT LOCATION AND DESCRIPTION Project Name DDES Permit # Location Township sC11. Range "t Section Site Address ;W 2 �• Part 4 OTHER REVIEWS AND PERMITS I ❑ DFW HPA ❑ Shoreline ❑ COE 404 Management ❑ DOE Dam Safety �1 Structural RockeryNaultl (A ❑ FEMA Floodplain ❑ ESA Section 7 ❑ COE Wetlands ❑ Other Technical Information Report Site Improvement Plan (Engr. Plans) Type of Drainage Review parge Targeted / Type (circle one): Ful Modified / (circle): Site Small Site Date (include revision to I W u5 Date (include revision 10 mj I ' dates): L Idates): 51 Date of Final: Part 6 ADJUSTMENT APPROVALS Date of Final: Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) A Date of 2009 Surface Water Design Manual 1 1/9/2009 . l KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 1 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes 1 No Describe: Start Date: Completion Date: _ Part8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan: ' wm Special District Overlays: Drainage Basin: L-bLU F Stormwater Requirements: _ J 90_1 Part 9 ONSITE AND ADJACENT SENSITIVE AREAS j ❑ River/Stream ❑ Lake ❑ Wetlands ❑ Closed Depression ❑ Floodplain ❑ Other Part 10 SOILS Soil Type 64kaxr ❑ Steep Slope ❑ Erosion Hazard ❑ Landslide Hazard ❑ Coal Mine Hazard ❑ Seismic Hazard ❑ Habitat Protection Slopes o-104 ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached 1 2009 Surface Water Design Manual 2 trosion votentiai LOLO_ 1 /9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL J TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA ❑ Other LJ F-❑ Additional Sheets Attached LIMITATION / SITE CONSTRAINT Part12 TIR SUMMARY SHEET (rovide one TIR Summa Sheet per Threshold Discharge Area Threshold Discharge Area: name or descri lion l Core Requirements (all 8 apply) Dischar a at Natural Location Number of.Natural Discharge Locations: Offsite Analysis Level: U 2 / 3 dated: Flow Control Level: 1 / 2 / 3 or Exemption Number Incl. facility summary sheet Small Site BMPs Conveyance System Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: rivat / Public If Private, Maintenance Log Required: Yes Na Financial Guarantees and Provided: Yes Co Liability Water Quality Type: Basic / Sens. Lakegf Enhanced Basic 1 Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes /CNoZ Special Requirements(as-applicable) Area Specific Drainage Type: CDA / SDO / MDP / BP I LMP / Shared Fac. Non Requirements Name: Floodplain/Floodway Delineation _ Type: Major / Minor / Exemption None 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: (comm_/industrial landuse) Describe any structural controls: r 2009 Surface Water Design Manual 1/9/2009 3 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL J J TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control Other Drainage Structu Describe: High -use Site: Yes a Treatment BMP: Maintenance Agreement: Yes / No with whom? Part 13 EROSION AND SEDIMENT CONTROL MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Clearing Limits ® Cover Measures Perimeter Protection ❑ Traffic Area Stabilization Sediment Retention ❑ Surface Water Collection ❑ Dewatering Control ❑ Dust Control ❑ Flow Control �UIREMENTS MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION 14 Stabilize Exposed Surfaces Remove and Restore Temporary ESC Facilities Clean and Remove All Silt and Debris, Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas ❑ Other Part 14 STORMWATER FACILITY DESCRIPTIONS Note: Include Facifi Summa and Sketch Flow Control Type/Description Water Quality Type/Description ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other ❑ Biofiltration ❑ Wetpool Media Filtration�a IIII ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs ❑ Other 2009 Surface Water Design Manual 4 1 /9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS If ❑ Drainage Easement ❑ Cast in Place Vault ❑ Covenant gRetaining Wall ❑ Native Growth Protection Covenant ❑ Rockery > 4' High ❑ Tract ❑ Structural on Steep Slope ❑ Other ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. signed"Dafe 2009 Surface Water Design Manual 1/9/2009 5 PR( LOC FIGURE 2A: SITE LOCATION MAP STARRUCKS FEDERAL WAY, WA Sterling Design Associates, Ilc SCALE: NTS NORTH DATE:6/12/13 { 1 a 1 aa,ST P_ 4 r rya r 132 0T=i sT 1 s. Co i rS 27 y-r' T _J�1 PUGET - Qr SOUND ST Fede al Way ;1 _ 0-1 SITE �'T - S 288TH STREET �Y •- 111� �� Z- � ti� � • 1 7jf1 � z�,l ri f rti � �� rr•� I �. FIGURE 2B: DOWNSTREAM STARBUCKS FLOW PATH FEDERAL WAY, WA Sterling Design Associates, Ilc SCALE NTS NORTH DATE. 6/12/13 • ' cr3-c I .A I �• • ,.� tHr = 19.5't) ,a 2'DEC •,, " G'MPL r LQT LNiii •' 34.2't J 1 EXIS ING BUILDING �1 2311f SF. 28722 PACIFIC HWY S i _ r •'• °• FEDERAL WAY. WA 98003 I oe it I � � I I I j -a Fft FLR. - = 434.2't ;�• 14f W- I BOILMNH HT E , Yaw = 15.6't POWER i . r 34.2'f CAeItTt I i I o i PdST - POSi I ; Y • rnP) LQr LIGHT (F(F=20-3't) H/C I - f-- 1 � I 1. • a � I 8115RJF55 SIGN ZJ-y (HT - 12.3't) IGHT .. `i KEYSTONE I I - I • II WALL CONCRETE ! j'I ± WALL ; I ill I •, ,L _ V; j 8j_ t fi I,1�_ '. ------------------ EXISTING AREA TOTALS r , TOTAL SITE AREA* 16,147 SF (0.370 AC) *EXISTING AREA MODELED AS FORESTED ' ^1 SOUTH 288TH STREET FIGURE 3A- EXISTING DRAINAGE BASINS STARBUCKS FEDERAL WAY, WA Sterling Design Associates, Ilc SCALE I'= 30' NORTH I DATE: 6/ 12/ 13 - - - I , I _ I '^ C m I 1 � I I 1 AmBcc ` } I • (� II 1 � •� — Q • � I SfA^f-3 U r J CE_a - I I 'li 1 l�`i •a s 1 ji rI lijl �Il fi IIII r �� I 1 = — �J9 ;I! 1P JU t L � • � i TW ! e1"� ZZ I �s�wh SOUTH 288TH STREET AmB - ARENTS, ALDERWOOD MATERIAL, 0-6%:SLOPES FIGURE 4. SOILS MAP STARBUCKS FEDERAL WAY, WAc SCALE I= 30Sterling Design Associates llc '' � NORTH DATE 6/12/13 u 1 � rr r� �l+w� . I I �1 I I ;I I SDIAH-8 L I l� I� ^ I� i lIjII� IIIIIII , • , _ _ 1uj Q � � — F� a. . T T l S DEVELOPED AREA TOTALS ca-c WY IMPERVIOUS AREAS: M W ® PGIS 7,530 SF (0.172 AC) NPGIS 829 SF (0.019 AC) ROOF (NPGIS) 614 SF(0.014 AC), SOUTH 288TH STREET TOTAL IMPERVIOUS 8,973 SF (0.205 AC) PERVIOUS 7,174 SF (0.165 AC) 1 TOTAL SITE AREA 16,147 SF (0.370 AC) FIGURE 36: PROPOSED DRAINAGE BASINS STARBUCKS FEDERAL WAY, WA Sterling Design Associates, llc SCALE I "= 30' NORTH DATE: 8/7/ 13 SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS Nffi-MODS FIGURE 3.2.1.A 2-YEAR24-HOURISOPLUVI[ALS KING COUNTY �7 7 Cj 0 C14 2.0 (V ;b A.. 5 Iry N (V ev CDP ni WESTERN KING COUNTY 2-Year 24-Hour ryti Precipitation + in Inches 0 2 4Miles 1/9/2009 3-14 :RGA(Ai� 6 R 2 3.5 e�v J, 2009 Surface Water Design Manual SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.0 25-YEAR 24-HOUR ISOPLUVIALS '-6 - — — 3O TT 4�c v! Cb \ � M A. Xx h J- WESTERN KING COUNTY 25-Year 24-Hour Precipitation in Inches !Tit off lSH c0U MTV - XING caup Tr piERCE COUNTY h 50 h 4.5 CO ' L CO tirf 0 2 4 Miles 0 ^) `— 1/9/2009 `} 3-16 2009 Surface Water Design Manual 3.2.1 RATIONAL METHOD J FIGURE 3.2.1.1) 100-YEAR 24-HOUR ISOPLUVIALS 7. `Y N COUNTY •6, WESTERN KING COUNTY 100-Year 24-Hour Precipitation in Inches 2009 Surface Water Design Manual J N h 0 22 J4 Miles �• �� Y Y�J 6.5 - 6.0 5.5 1/9/2009 3-17 on fa 1Yn o Jim CCZ �C J w h i• N J W2 Q a �Fn- u= 0 w J p a`dr41 co J W p y5�y Lu Q dQS o 4_ O 3 0 w Ir o Z ollrlO �3 d3�p e��5 $ O ? OLo W 0Z pG 1 €x -5 � tJ U t, Q w 1� p � i Pop Lu It 0 e 0 iNY ❑ _ nEnl"s~ 1 _� $ 2 of .9 S 11 m s uo z �o w0_p O ~ p xw� 8v zv�a zdp a as I � a QQ Z 2 a+ Z W � LR 1i ■ .J pr O L FIGURES: PROPOSED STORMRLTER SYSTEM STARBUCKS FEDERAL WAY, WA SCALE-. NTS NORTH DATE:6/12/13 Sterling Design Associates, Ilc l 1 w I j I I o o 0 (D o vOi M MIn N .ate oic- N a > CY M N CV� 0. n 7 cV 01 V N m vm, on ^ ❑ o V) O T p �j Ltl � (� e C (V e ci O U p � o 0 0 o o C) oa N Q G oo 60r—C, r. 0 0 rn � �a � m N N N fV II - o0o ay w C V G M +� . V] U O O v O rn O Q U O 0 O 0 O 0 U r.-r, 00 v, Cl 0 0 C o F O Nm ulul �.0 ij r �� Z n Pu I E ❑ N U M U �..� 91 3 m y V} 0 u, UUU V p a a � I El v N 00 za } N N ca C Q m 0 U R m a) a a) 4 Y U U) i ; , ■ � � f ) Appendix A — Plans J �aRI v a Sai Asa` a VVQ r`�� W =fie gig V-3„19 x `a ill! 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COCppgOPtlgOP13 lz T ='' rl .j Appendix B —Calculations TESC Sediment Trap Calculations StormFilter Sizing Calculations Rain Garden Sizing Calculations w i J _J Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.024 2 2/09/01 18:00 0.006 7 1/06/02 4:00 0.017 4 2/28/03 3:00 0.001 8 3/24/04 19:00 0.011 6 1/05/05 8:00 0.018 3 1/18/06 20:00 0.015 5 11/24/06 4:00 0.030 1 1/09/08 9:00 Computed Peaks J J J Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 0.030 1 100.00 0.990 0.024 2 25.00 0.96C 0.018 3 10.00 0.90C 0.017 4 5.00 0.80C 0.015 5 3.00 0.667 0.011 6 2.00 0.50C 0.006 7 1.30 0.231 0.001 8 1.10 0.091 0.028 50.00 0.98C I 1 1 1 I I I Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS ) 0.064 6 2/09/01 2:00 0.051 8 1/05/02 16:00 0.077 2 2/27/03 7:00 0.053 7 8/26/04 2:00 0.064 5 10/28/04 16:00 0.067 4 1/18/06 16:00 0.076 3 10/26/06 0:00 0.130 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 0.130 1 100.00 0.990 0.077 2 25.00 0.960 0.076 3 10.00 0.900 0.067 4 5.00 0.800 0.064 5 3.00 0.667 0.064 6 2.00 0.500 0.053 7 1.30 0.231 0.051 8 1.10 0.091 0.112 50.00 0.980 Sediment Trap Sizing, per 2009 King County Manual Step 1: Obtain 2-yr peak discharge rate from stormwater modeling. Q2 = 0.064 cfs Step 2: Determine the required minimum surface area at the top of the riser pipe. SA = 2•02/0.00096 min SA = 133 sf Step 3: Set pond geometry such that LW is between 3:1 and 6:1. min SA = 133 sf L = 13 ft W = 13 ft SA = 169.0 sf UW = 1.00 Side slope = 3 (H):1(V) Depth = 2 ft (min 3.5 commonly) Active Storage Bottom L = 10 Active Storage Bottom W = 10 Pond Bottom L = 1 Pond Bottom W = 1 Total Pond Volume = 170.0 cf E G Sterling Design Associates, Ilc PROJECT 5wi�')uCg5 )ra�'(�A SUBJECT 5beftl CNF--I . BY 0 W z.- o . D ivy c;rs O�A cis (35 a -- o, ozz.4s /I o'� ff"I/p C-4-v T/C-�S/tx , �ao-) t). o neI)/ccxc4 -(�— V2=' d _ our V-� CAjej-p-I bC-iE- N = (o e-�)(4r-t 9A"7�c�s/5o �"lckc�> 1�1= z.a Car`N`id�eS (�56 dlebl)q -ro I DV lL-�C EAJXIWAC�b WS /0-. Gcn-77C60q-t-Yrl45;Il-F DATE ❑ J PAGE-- OF I 1 WASNINGTGN STATE O EPARTNE NT GF ECOLOGY November 2012 CONDITIONAL USE LEVEL DESIGNATION FOR BASIC (TSS) AND DISSOVLED METALS (ENHANCED) TREATMENT For CONTECH Engineered Solutions Stormwater Management StormFilter with MetalRgTM media Ecology's Decision: M Based on Contech Engineered Solutions application, Ecology hereby issues conditional use level designation (CULD) for the Stormwater Management StormFilter" using MetalRxTM media cartridges: -� Conditional Use Level Designation (CULD) for Basic Treatment (total suspended solids) and for Dissolved Metals ("Enhanced') treatment. • Sized at a hydraulic loading rate of no greater than 1 gallon per minute (gpm) per square foot (sq ft.) of media surface, per Table 1. J + Using Contech's MetalRx media. Specifications for the media shall match the specifications provided by the manufacturer and approved by Ecology. Table 1. StormFilter design flow rates for l 8-inch diameter cartridges with Meta.lRx media, operating at 1 gpmisq ft. Effective cartridge height (in) Cartridge flow rate (gpmlcartridge) 12 5 18 7.5 27 11.25 JThe use level designation expires on June 30, 2016 unless Ecology extends the date, and is subject to the conditions specified below. Page 1 1 J Ecology's Conditions of Use.: Engineers shall design, install, and maintain StormFilter systems containing MetalRx media to comply with these conditions: 1. StormFilter systems containing MetalRx media must be designed, assembled, installed, operated, and maintained in accordance with applicable Contech Engineered Solutions manuals, documents and the Ecology Decision. 2. StormFilter systems containing MetalRx media are approved for treatment at the hydraulic loading rates shown in Table 1, to achieve the maximum water quality design flow rate. The water quality design flow rates are calculated using the following procedures: • Western Washington: For treatment installed upstream of detention or retention, the water quality design flow rate is the peak 15-minute flow rate as calculated using the latest version of the Western Washington Hydrology Model or other Ecology -approved continuous runoff model. Eastern Washington: For treatment installed upstream of detention or retention, the water quality design flow rate is the peak 15-minute flow rate as calculated using one of the three methods described in Chapter 2.2.5 of the Stormwater Management Manual for Eastern Washington (SWMMEW) or local manual. ■ Entire State: For treatment installed downstream of detention, the water quality design flow rate is the full 2-year release rate of the detention facility. 3. Sediment loading capacity, in conjunction with the water quality design flow rate, is used to determine the target maintenance interval. 4. StormFilter systems shall be installed in such a manner that flows exceeding the water quality treatment rate are bypassed or will not re -suspend captured sediments. 5. Contech Engineered Solutions commits to submitting a QAPP for Ecology review and approval by October 1, 2014 that meets the TAPE requirements for attaining a GULD for basic and dissolved metals treatment. 6. Contech Engineered Solutions shall complete all required testing and submit a TER for Ecology review by January 1, 2016. 7. Contech Engineered Solutions may request Ecology to grant deadline or expiration date extensions, upon showing cause for such extensions. 8. This CULD approval allows up to ten (10) installations of StormFilter systems containing MetalRx media within the State of Washington for development and redevelopment projects (as defined by the Stormwater Management Manual Western Washington). The limit of ten sites applies to the total number of installations, whether for basic or for dissolved metals (enhanced) treatment. 9. Maintenance: The required maintenance interval for stormwater treatment devices is often dependent upon the degree of pollutant loading from a particular drainage basin. Therefore, Ecology does not endorse or recommend a "one size fits all" maintenance cycle for a particular model/size of manufactured filter treatment device Page 1 2 ■ Typically, CONTECH designs StormFilter systems for a target filter media replacement interval of 12 months. Maintenance includes removing accumulated sediment from the vault, and replacing spent cartridges with recharged cartridges. • Indications of the need for maintenance included the effluent flow decreasing to below the design flow rate, as indicated by the scumline above the shoulder of the cartridge. ■ Owners/operators must inspect StormFilter with MetalRx for a minimum of twelve months from the start of post -construction operation to determine site -specific maintenance schedules and requirements. You must conduct inspections monthly during the wet season, and every other month during the dry season. (According to the SWMMWW the wet season in western Washington is October 1 to April 30. According to SWMMEW the wet season in eastern Washington is October 1 to June 30). After the first year of operation, owners/operators must conduct inspections based on the findings during the first year of inspections. • Conduct inspections by qualified personnel, follow manufacturer's guidelines, and you must use methods capable of determining either a decrease in treated effluent flowrate and/or a decrease in pollutant removal ability. • When inspections are performed, the following findings typically serve as maintenance triggers: • Accumulated vault sediment depths exceed an average of 2 inches, or • Accumulated sediment depths on the tops of the cartridges exceed an average of 0.5 inches, or • Standing water remains in the vault between rain events, or • Bypass during storms smaller than the design storm. ■ Note: If excessive floatables (trash and debris) are present, perform a minor maintenance consisting of gross solids removal, not cartridge replacement. 10. Discharges from the StormFilter systems containing MetalRx media shall not cause or contribute to water quality standards violations in receiving waters. Applicant: CONTECH Engineered Solutions Applicant's Address: 11835 NE Glenn Widing Dr. Portland, OR 97220 Application Documents: August 27, 2012 letter from CONTECH Engineered Solutions requesting a CULD from Washington State Department of Ecology. Application and supporting documentation. Stormwater Management StormFilter° MetalRxTM at a Specific Flow Rate of 1 gpm/ft2. Page 1 3 �� • Volume 1 — Technology Description Vo u gy p =� o Appendix A — Specifications o Appendix B — Schematics o Appendix C — Operations & Maintenance o Volume 2 - MetaIRxTM at 1 gpm/ft2 o Lab testing o Field Testing o Appendix A — Site Report o Appendix B — Statistics o QAPP Applicant's Use Level Request: General use level designation as a basic (TSS) and dissolved metals treatment device in 1 accordance with Ecology's 2012 Stormwater Management Manual for Western Washington and l Technology Assessment Protocol — Ecology (TAPE January 2011 Revision). , Applicant's Performance Claims: Based on results from laboratory and field-testing, the applicant claims: • The Stormwater Management StormFilter with MetalRx media operating at 1 gpm/ft2 removes greater than 80% suspended solids for influent concentrations greater than 100 mg/L, 60% dissolved zinc for influent concentrations greater than 20 ug/L, and 30% dissolved copper for influent concentrations greater than 5 ug/L. Recommendations: Ecology finds that: • CONTECH Engineered Solutions qualifies for the opportunity to demonstrate, through field-testing in the Pacific Northwest, whether the StormFilter system with MetalRx media can attain Ecology's basic and dissolved metals treatment goals. Findings of Fact: Laboratory testing ■ Since 1992, CSF® leaf, XFCSFTM, and MetalRx media have been widely tested to investigate their pollutant removal capabilities for stormwater. l • In one laboratory study, Stormwater Management tested a single cartridge with XFCSF J media for TSS, copper, and zinc removal using synthetic stormwater. Test flow rate was 6.5 gpm (slightly lower than the 7.5 gpm that corresponds to a loading of 1 gpm/ft2). Synthetic stormwater was made using zinc and copper salts and sandy loam (USDA) or sandy organic (USCS) sediment. Eight (8) of 14 test runs had TSS concentrations within the TAPE assessment range. These influent TSS concentrations ranged from 22 to 68 j mg/L, and TSS removal was between 89 and 95 percent. Two (2) of 14 test runs had �J influent dissolved zinc in the TAPE assessment range, with a removal of 78-80 percent (influent concentrations 0.155, 0.185 mg/L). The remaining twelve (12) runs had much higher dissolved zinc influent concentrations, with removals ranging from 93 to 98 percent. The influent dissolved copper concentrations for all runs were higher than the Page 1 4 TAPE assessment range of 0.005 to 0.02 mg/L. Influent dissolved copper ranged from j 0.024 mg/L to 17.0 mg/L. Dissolved copper removal ranged from 15 to 97 percent j (average of 65 percent). Field testing r Monitoring was conducted of a StormFilter system using a blend of perlite and MetalRx media treating runoff from a 2.3-acre parking lot. Influent TSS concentration ranged from 22 to 71 mg/L. Discrete TSS removal efficiency ranged from 68 to 78 percent (5 storm 1 events). Removal efficiency for influent dissolved zinc in the range of 19 to 60 ug/L J ranged from 41 to 77 percent, with an average of 63 percent (6 storm events). Dissolved copper removal for a single event was 22 percent (influent 3.33 ug/L; effluent 2.59 ug/L). • Monitoring was conducted of a large-scale StormFilter system using MetalRx media treating runoff from 152 acres of airport runoff (roads, parking lots, roofs, taxiways, 1 landscaping). The StormFilter system is downstream of a detention pond; therefore; influent TSS concentrations for all monitored events were lower than the lower end of the TAPE assessment range (<20 mg/L). Dissolved zinc removal ranged from 47 to 80 percent for influent concentrations from 30 to 52 ug/L. Average dissolved zinc removal was 68 percent (11 events). Dissolved copper removal ranged from -3 to 50 percent for influent concentrations from 7.7 to 18 ug/L. Average dissolved copper removal was 32.3 1 percent (11 events). • Monitoring was conducted of a StormFilter system using XFCSF media treating runoff from a 1-acre galvanized metal roof. The XFCSF media is similar to MetalRx media, except that XFCSF media comprises slightly larger gradation of media pellets. TSS removal was not monitored for this study. Influent dissolved zinc concentrations were all higher than the upper end of the TAPE assessment range (> 300 ug/L), and ranged from 389 to 11,600 ug/L. Dissolved zinc removal ranged from 25 to 90 percent, with an average removal of 64 percent (12 events). Influent dissolved copper ranged from 2.1 to 18.2 ug/L. Dissolved copper removal ranged from 27 to 76 percent, with an average removal of 55 percent. Other StormFilter system MetalRx media matters to be addressed by the company: 1. Test the system under normal operating conditions, such that pollutants partially fill the settling basin. Results obtained for "clean" systems may not be representative of typical performance. 2. Conduct field-testing at sites that are indicative of the treatment goals. —' 3. Conduct testing to obtain information about maintenance requirements in order to come up with a maintenance cycle. 4. Conduct loading tests on the filter to determine maximum treatment life of the system. Technology Description: Download at: http:H ww.conteches.com/Products/Stormwater- ManaementlTreatment/Stormwater-Marta ement-StormFiltenas x Page 1 5 Contact Information: Applicant: Sean Darcy Contech Engineered Solutions 11835 NE Glenn Widing Drive Portland, OR, 97220 503-258-3105 darcys@contech-cpi.com Applicant website: www.conteches.com Ecology web link: htt:llwww.ec .wa. ovl ro ramslw /stormwater/newtecii/index.html Ecology: Douglas C. Howie, P.E. Water Quality Program (360) 407-6444 dou las.howiegecy.wa.gov Revision History Date Revision November 7, 2012 Original Draft use -level -designation document: CULD for basic and dissolved metals (enhanced). Attachments August 27, 2012 letter from Contech Engineered Solutions. I I I I j Page i 6 I I CONTECH' ENGINEERED SOLUTIONS August 27, 2012 Contech Engineered Solutions LLC 11635 NE Glenn W Ong Dr. Portland. OR 97220 Phone:(800) 548.4667 i Doug Howie Water Quality Section Washington State Department of Ecology 1 300 Desmond Drive Lacey, WA 98503 Subject: Stormwater Management StormFilter® with MetalRxTM Request for CULD Dear Mr. Howie, CONTECH would like to request a Conditional Use Level Designation (CULD) for the Stormwater Management Storm Filter"' (Storm Filter) with Metal Rx- media operating at a specific flow rate of 1.0 gpm/ft2. Ecology indicated in a May 9, 2012 letter entitled "TAPE 2011 Submittal for Contech StormFilter with MetalRx media (lgpm/ft)" that it would consider the application for a CULD provided that Contech commit to monitor. Contech will commit to finding a site that can satisfy Ecology's dissolved metals concentrations and providing a Quality Assurance Project Plan (per TAPE 2011) to I Ecology within 2 years of issuing a CULD. i I Sincerel , k Sean Darcy Regional Regulatory Manager CONTECH Engineered Solutions i _J Page 1 7 Sterling Design Associates, Ilc PROJECT &C C - ':t' SUBJECT_ BY Vim_ �5-r. 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