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18-101651
rIL" AkCITY OF Federal Way Centered on Opportunity August 3, 2018 Chris Duley Valvoline Instant Oil Change 100 Valvoline Way Lexington, KY 40509 christopher.duley@valvoline.com RE: File #18-101651-00-UP; PROCESS H `SITE PLAN APPROVAL' Valvoline Instant Oil Change, *NO SITE ADDRESS*, Federal Way Dear Mr. Duley: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor The City of Federal Way's Community Development Department has completed administrative review of the proposed Valvoline Instant Oil Change building and site improvements. The Process II land use application submitted on April 18, 2018, and subsequent resubmittal on June 12, 2018, is hereby approved. 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 by reference. The remainder of this fetter outlines the zoning and development review process required for this proposal and a summary of appeal procedures. REQUIRED REVIEW PROCESS The proposed improvements to the site are subject to Process II Site Plan Review pursuant to services for vehicle use requirements set forth in FWRC 19.240.050. 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. CONDITIONS OF APPROVAL 1. Infiltration testing shall be provided to verify site suitability for the proposed infiltration facility. The stormwater system may be revised depending on the results of these tests and other design considerations. APPROVAL DURATION Unless modified or appealed, the Process II decision is valid for five years from the date of issuance of the decision. Time extensions to the decision may be requested prior to the lapse of approval following the provisions listed in FWRC 19.15.110. The improvements must be substantially completed within the five-year time period or the land use decision becomes void. APPEALS The effective date of this decision is August 6, 2018, or three days from the date of this letter. 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 August 20, 2018. Any appeal must be in the form of a letter delivered to the Department of Community Development with the established fee. The appeal letter must Mr. Duley August 3, 2018 Page 2 contain a clear reference to the matter being appealed and a statement of the alleged errors in the Director's decision, including the identification of specific findings and conclusions made by the Director disputed by the person filing. 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). 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 II approval does not constitute approval of a building permit or authorization to clear and grade the site. If you have any questions regarding this decision, please contact Becky Chapin, Senior Planner, at 253- 835-2641, or becky.chapin@cityoffederalway.com. Sincerely, G S�� Brian Davis Community Development Director enc: Approved Site Plan and Elevations Exhibit A `Findings for Process II Site Plan Review Approval' c: Jeff Lonchor, Ceso Inc., lonchor@cesoinc.com Scott Sproul, Building Official, via email Sarady Long, Senior Transportation Planning Engineer Ann Dower, Senior Engineering Plans Reviewer Rob Van Orsow, Solid Waste/Recycling Coordinator, via email Brian Asbury, Lakehaven Water & Sewer District, via email Chris Cahan, South King Fire and Rescue, via email 18-101651-00-UP Doc ID 78078 CITY OF Federal Way EXHIBIT A Findings for Process II Site Plan Approval Valvoline Instant Oil Change File #18-101651-00-UP The Director of Community Development hereby makes the following findings 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 submitted items by the applicant received April 18, 2018 and June 12, 2018. Proposal — The applicant proposes to construct a new 1,664 sq. ft. building with two auto bays plus a lube pit in the basement for an oil change business. Associated landscaping and site improvements are also included. 2. Existing Conditions — The subject site is a vacant, undeveloped parcel measuring 29,029 sq. ft. on Pacific Highway S. The site is bordered by O'Reilly Auto Parts to the north, Quality Inn and Suites to the east, Taco Bell to the south, and frontage on Pacific Highway South to the west. Comprehensive Plan & Zoning Designation — The subject property is located within the Commercial Estate (CE) comprehensive plan and zoning designation. The property's proposed use of vehicle service is a permitted use within the CE zoning designation pursuant to FWRC 19.240.050. 4. Review Process — Vehicle service uses located in the CE zone are subject to development review procedures of Process II `Site Plan Review' set forth in FWRC Chapter 19.60. Process 11 review requires no public notice period and concludes with a written decision issued by the Director of Community Development. Appeals of the Director's decision are conducted by the city's Hearing Examiner. Environmental Review — The proposed improvements are exempt from environmental review. The new building will be less than 12,000 square feet; the improvements are consistent with the State Environmental Policy Act (SEPA) definition of "minor new construction" as set forth in WAC 197- 11-800(2)(e). Height - The height of the development is 26 feet 6 inches above average building. The height of the structure is below the 40-foot height maximum. 7. Setbacks — The required yard for the vehicle service use is 20 feet front, 15 feet side, and 15 feet rear setbacks. The proposed development meets all required setbacks. 8. Lot Coverage — No maximum lot coverage applies. Instead, the buildable area will be determined by other site development regulations, i.e., required yards, landscaping, surface water facility, etc. 9. Parking — Pursuant to FWRC 19.240.050, vehicle service uses shall provide 1 parking stall for each 300 square feet of gross floor area. The proposed building measures 1,664 sq. ft. and therefore 6 Doc I D 77700 18-101651-00-UP parking stalls are required. As proposed, there will be 9 parking stalls, thereby meeting the parking requirement. 10. Landscaping — CE zoning district landscaping standards set forth in FWRC 19.125.060(9) include Type III, `Visual Buffer' landscaping five feet in width along the public right-of-way and the property perimeter. All such landscaping is provided with the exception of the northern property line. In order to allow vehicular access to parking spaces, the required landscaping has been moved to the area between the parking spaces and the drive-through/building. The stacking lane shall be physically separated from the parking lot, sidewalk, and pedestrian areas by Type III landscaping and/or architectural element, or combination thereof; provided, such elements reflect the primary building and provide appropriate separation (FWRC 19.115.050(7)(b)), As proposed, Type III landscaping is shown to meet this requirement. 11. Tree Retention/Replacement — Pursuant to FWRC 19.120.130, the minimum tree density for a new use on a vacant lot within the CE zoning district is 20 tree units per acre. Through retention and/or new planting, the subject property will be required to provide 13 tree units (20 tree units times 0.64 acres). The applicant has proposed new planting for a total of 16.5 tree units, thereby meeting the minimum required. 12. Community Design Guidelines — The proposed vehicle service building complies with the provisions of FWRC Chapter 19.115, "Community Design Guidelines" that are applicable to the development as detailed below. a. Crime Prevention Through Environmental Design (OPTED) • Completed CPTED checklist. • Entrance in full view of street. • Direct pathways to entrance and sidewalks. • Landscaping does not obstruct natural surveillance. b. Building Design — The building primary entrance is located on the primary fagade, facing Pacific Highway S. Landscaping and a walkway help define the main entry. Methods of articulation and accessory elements are also incorporated in the overall architectural design. Window openings, parapets, material variations, and landscaping are all used to articulate/screen blank walls. C. Site Design/Pedestrian Circulation — Pedestrian pathways and pedestrian areas are incorporated into the site design. Pedestrian access from Pacific Hwy South to the building's main entrance is provided by new concrete sidewalk, and pedestrian access to an existing sidewalk on the eastern property line is provided by a new concrete sidewalk. Bike racks are provided near the entrance of the building. d. District Guidelines — The principal entrance fagade is clearly recognizable from Pacific Hwy South. The entrance fagade is clearly recognizable from the right-of-way. The entrance is architecturally emphasized with landscaping, canopies, and storefront windows. Surface parking is located to the side of the building. 13. Transportation — As a component of the Process II application, the applicant was required to undergo traffic concurrency analysis pursuant to the state Growth Management Act; goals and 18-10165 1 -00-UP Doe. LD. 77700 1 policies of the Federal Way Comprehensive Plan; and FWRC Chapter 19.90 Transportation Concurrency Management. The Public Works Traffic Division found that all intersections impacted by one or more weekday evening peak hour trips from the proposed development would meet City of Federal Way Level of Service (LOS) standards with the City's programmed improvements. A Capacity Reserve Certificate (CRC) was issued by the Public Works Department on July 5, 2018, for 10 new PM peak hour trips generated by the project. Prior to building permit issuance, the applicant will be required to pay a traffic impact fee. Per FWRC 19.91, fees will be calculated based on the impact fee schedule in effect at the time a complete building permit application was filed. 14. Stormwater — The project was reviewed by the Development Services Division of the Public Works Department for compliance with the stormwater requirements of the 2016 King County Surface Water Design Manual (KCSWDM), and City addendum to the manual. The project is subject to Full Drainage Review. The applicant is to install new stormwater facilities for conveyance, flow control, and water quality treatment. A combined sand filter and infiltration pond is proposed; however, soils infiltration tests will be necessary to verify suitability for infiltration. Temporary erosion and sediment control (TESC) measures will be required during demolition of the existing structure and construction of the new building and associated site development. Condition of approval. - Infiltration testing shall be provided to verify site suitability for the proposed infiltration facility. The stormwater system may be revised depending on the results of these tests and other design considerations. 15. Fire Protection — Please see enclosed memo from South King Fire & Rescue. These comments are informational and need to be addressed at the time of building permit review. 16. Building Permit — Prior to building construction, the applicant must obtain building permit approval. The associated building permit application, File 418-101558-00-CO, is currently under review. This Use Process II site plan approval decision does not grant building permit approval. 17. Decision Criteria — Staff finds the proposal is consistent with applicable site plan approval criteria required for Process II as set forth in FWRC 19.60.050. The proposal is consistent with the city's 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 proposal is consistent with Community Design Guideline decisional criteria set forth in FWRC Chapter 19.115. Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and other applicable city requirements. These findings shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: *Becky Chapin, Senior Planner Date: August 2, 2018 *Please note, there has been a change in the project planner; Dave Van De Weghe is no longer with the City. 18-101651-00-UP Doc, I.D. 77700 F i LL CITY OF CITY HALL 33325 8th Avenue South FederalWay Federal Way, WA 53) 8335-7000 `T1`.z!_`u f. � www.cityoffederalway.com Jim Ferrell, Mayor May 18, 2018 Valvoline Instant Oil Change Email: Cliristoplier.duigy@valvoliiie.com Chris Duley 100 Valvoline Way Lexington, KY 40509 RE: File #18-101651-00-UP; TECHNICAL REVIEW COMMENTS #1 Valvoline Instant Oil Change, *NO SITE ADDRESS,* Federal Way Dear Mr. Duley: The city is in receipt of your April 18, 2018, Use Process II application for a 1,668 square -foot vehicle service building with associated site improvements. A review of the submitted materials indicates the following items must be addressed before land use approval may be granted. The Use Process II application was deemed complete during intake. Please contact the appropriate reviewer listed below for specific technical questions. TECHNICAL REVIEW COMMENTS PLANNING DIVISION, Dave Van De Weghe, 253-835-2638, david.vandeweghe(a).cityoffederalway.cam Landscaping 1. CE zoning district landscaping standards set forth in FWRC 19.125.060(9) include Type III, `Visual Buffer' landscaping five feet in width along the perimeter of the property abutting nonresidential zoning. Add the required landscaping to the following location: • North property line (facing O'Reilly): Type III, five feet in width. 2. Performance and Maintenance Standards —Plant materials that have died shall be replaced at the beginning of the next appropriate planting season, and planting areas shall be kept reasonably free of noxious weeds and trash (FWRC 19.125.090). 3. Final Inspections — A final certificate of occupancy shall only be issued after passing the final landscape inspection. Please have the landscaper of record submit a signed statement stating the irrigation system is installed and operational per the plans. To schedule a landscaping inspection call 253-835-2638, or email davi.d.vandewe a ci offederalwa .com. Signs 4. The applicant shall apply for separate sign permits. Please contact the Permit Center at 253-835-2607, or permit.center@cilyoffederalway.com. Mr. Duley May 18, 2018 Page 2 Construction Requirements The applicant shall comply with FWRC 19.275.080 for temporary trailers, buildings, or other structures used for a construction office or outdoor storage containers. Temporary construction materials must be placed to minimize visibility from surrounding streets, pedestrian areas, and properties. The construction materials may not be located in required yards. Ground Electrical Equipment 6. Please screen all ground mechanical and electrical equipment from the right-of-way. The proposal should use Type I landscaping; providing a solid 100 percent site -obscuring screen within three years from planting per FWRC 19.125.050 and 19.115.050(6)(b)(i). Solid screens also prevent graffiti. Community Design Guidelines 7. Provide a bike rack near the entrance, per FWRC 19.115.050(4)(d). 8. Vehicle Circulation — Pursuant to FWRC 19.115.050(2)(b), clearly delineate parking and vehicle circulation areas, in particular the drive -through. Depict where you will install directional signage for circulation for the drive -through and access aisles with pavement markings. Pedestrian Circulation — Per FWRC 19.115.050(4)(b), pedestrian pathways and pedestrian areas should be delineated by separate paved routes using a variation in paved texture and color, and protected from abutting vehicle circulation areas with landscaping. Approved methods of delineation include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. Paint striping on asphalt as a method of delineation is not encouraged. Label your method of delineation on plans. 10. Pedestrian Connections — Per FWRC 19.115.050(4)(c), pedestrian connections should be provided between properties to establish pedestrian links to adjacent buildings, parking, pedestrian areas and public rights -of -way. Provide a pedestrian connection to the existing sidewalk on the east side of the property. 11. Building Entrances — Building entrance facades shall contain transparent glass. The Planning Division requests that no permanent signage or advertising stickers block the windows. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION, Ann Dower, 253-835-2732 ann.dowerQcWoffederalway.c❑ m Technical Information Report 1. Provide a downstream analysis per section 1.2.2.1 of the 2016 King County Surface Water Design Manual (KCSWDM). 2. Provide a Core and Special Requirements Summary per section 2.3.1.1. of the KCSWDM. 18-101651-00-UP Doc. I D. 77643 Mr. Duley May 18, 2018 Page 3 3. The stormwater calculations were performed using a model that is not approved by the KCSWDM. Please consult Table 3.2 and Reference 6-D for approved calculation methods. 4. The sand filter will require a pre -settling device. 5. Best Management Practices will be required. These must be addressed in the Technical Information Report and in the plans. Plans 6. State the impervious area on the site plan. 7. Provide two scaled (vertical and horizontal) cross section views of the storm water facilities. PUBLIC WORKS TRAFFIC DIVISION, Sarady Long, 253-835-2743 sarad .lon citvoffederalwa .cam 1. Traffic impact fee will be assessed based on the fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. 2. It is recommended that the pedestrian path/sidewalk from the street to the building should be a minimum of 5 feet. 3. Verify that the proposed monument sign is located out of the sight triangle. PUBLIC WORKS SOLID WASTE/RECYCLING DIVISION, Rob Van Orsow, 253-835-2770 robv a(Z.gityoffederalway.com 1. Provide elevations of the solid waste enclosure to demonstrate design is consistent with the architecture of the primary structure on the site, per FWRC 19.125.150(6)(a). 2. Provide a spill prevention plan, per FWRC 19.125.150(6)(d). LAKEHAVEN WATER & SEWER DISTRICT, Brian Asbury, BAsbu lakehaven.o Applicant has completed and submitted to Lakehaven an application for Certificates of Availability, and Lakehaven issued Water & Sewer Certificates for this project/property on 4/14/18. REVIEW COMMENTS RELATED TO BUILDING PERMIT REQUIREMENTS SOUTH KING FIRE & RESCUE, Chris Cahan, 253-946-7243, chrisxahan southkin!rfire.or4 Water Supply: Fire Flow: The required fire flow for this project is 1500 gallons per minute. A Certificate of Water Availability including a hydraulic fire flow model shall be requested from the water district and provided at the time of building permit application. 18-101651-00-UP Doc I.D 77643 Mr. Duley May 18, 2018 Page 4 Existing Fire hydrant meets requirement for hydrant location. Emergency Access: Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006 1i://soutlikin ire.or DocumentCenter/Home/View/24. CLOSING When resubmitting the requested information, please provide a written response to each item clouding all changes, and seven copies of the corrected plans/associated materials with a completed resubmittal form (enclosed). All redesigns will be reviewed for compliance with the FWRC. The FWRC limits the administrative review to 120 days from the date of a complete application. However, the review timeframe is suspended at any time additional information is required by the city. Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days of being notified that such information is requested, the application shall be deemed void. If you have any questions regarding this letter or your application, please contact me at 253-835-2638, or david.vandeweghe@cityoffederalway.com. Sincerely, Dave Van De Weghe, AICP Senior Planner enc: Project Resubmittal Form c: Jeff Lonchor, Ceso Inc., lonchor a.cesoinc.com Peter Lawrence, Plans Examiner, via email Sarady Long, Senior Transportation Planning Engineer Ann Dower, Senior Engineering Plans Reviewer Rob Van Orsow, Solid Waste/Recycling Coordinator, via email Brian Asbury, Lakehaven Water & Sewer District, via email Chris Cahan, South King Fire and Rescue, via email 18-101651-00-UP Doc, I.D. 77643 CITY Of PUBLIC WORKS DEPARTMENT l Way 81h Avenue South Federal Way Federal Way Fax 98003-6325 253-835-2700; Fax 253-835-2709 W WlY.C1� VUdiL^[lti[',Il Way-Ctl111 CAPACITY RESERVE CERTIFICATE (CRC) This CONCURRENCY DETERMINATION is made this 27'h day of June 2018 by the City of Federal Way (COFW), a political subdivision of the State of Washington (hereinafter called the "City"). WHEREAS, the developer intends to develop the property described as Ealyaline Instant Oil Chane reviewed under City file CN Number(s) 18-101652-00-CN (hereinafter called the "development"); and WHEREAS, RCW 36.70A requires that the City adopt and enforce ordinances which prohibit development approval if the development causes the level of service on a transportation facility to decline below the standards adopted in the comprehensive plan, unless transportation improvements or strategies to accommodate the impacts of the development are made concurrent with the development; and WHEREAS, the City adopted its comprehensive plan in November 1995; and WHEREAS, Chapter 19 of the COFW Revised Code was amended by the creation of Chapter 19.90 Division III on June 10, 2006 by Ordinance 06-525 effective January 1, 2007; and NOW, THEREFORE, a concurrency certificate is issued for the development of 1,668.vquare fnor building with 2 ,servicing positions Mick lubricutionyelticle shoe based on the facts and conditions set forth herein. Development Parameters This CONCURRENCY DETERMINATION is based on the following development: Development type: Instant Oil Change Facility Development size: 1,668 sq. ft. (2 Servicing Positions) Property address: xxx Pacific Highway S Federal Way, WA 98003 Parcel No. (s): 379790-0020 Number of New PM Peak Hour Vehicles Trips Generated: 10 Validity of Concurreney Determination This CAPACITY RESERVE CERTIFICATE is valid only for the specific development approval consistent with the development parameters and the City file number contained within this certificate. If the development is changed, expired, cancelled or withdrawn, it will be subjected to reevaluation for concurrency purposes. Terms of the Capacity Reserve Certificate This CAPACITY RESERVE CERTIFICATE is valid until the underlying development permit expires, is withdrawn or cancelled, whichever occurs first. Approved By: A1" Date: 07141,5 Printed Name: Richard A. Perez RE Title: City Traffic Engineer RESUBMITTED JUN 12 2018 cEsor TECHNICAL REVIEWa#40iTOR MASTER LAND USE PROCESS 11 APPLICATION TO: Mr. Dave Van De Weghe, AICP FROM: Jeff Lonchor File #18-101651-00-UP; Technical Review Comments for proposed RE: Valvoline Instant Oil Change DATE: 6/4/2018 The following is CESO's response to the City of Federal Way's Technical Review comments received on 05.18.2018 regarding the Master Land Use Application Submittal for the proposed Valvoline Instant Oil Change: PLANNING DIVISION, Dave Van De Weghe, 253-835-2638 Landscaping + CE zoning district landscaping standards set forth in FWRC 19.125.060(9) include Type III, 'Visual Suffer' landscaping five feet in width along the perimeter of the property abutting nonresidential zoning. Add the required landscaping to the following location: o North property line (facing ['Reilly): Type III, five feet in width. Response: Visual Buffer of 2' has been provided at the northern perimeter of the building. Due to site constraints with grade elevations on -site, the request 5' could not be provided. Refer to landscaping plans for details. • Performance and Maintenance Standards - Plant materials that have died shall be replaced at the beginning of the next appropriate planting season, and planting areas shall be kept reasonably free of noxious weeds and trash (FWRC 19.125.090). ,esponse: Note has been added to sheet L-2. Final inspections - A final certificate of occupancy shall only be issued after passing the final landscape inspection. Please have the landscaper of record submit a signed statement stating the irrigation system is installed and operational per the plans. To schedule a landscaping inspection all 253-835-2638, or email day id_vandewe he cit offederalwa .cam. Response: Note has been added to sheet L-2. Signs • T e applicant shall apply for separate sign permits. Please contact the Permit Center at 253-835- 607, or ermit.center Lit offedera 1wa .eom. esponse: Noted. Page 2 of 4 Construction Requirements • The applicant shall comply with FWRC 19.275.080 for temporary railers, buildings, or other structures used for a construction office or outdoor storage containers. Temporary construction materials must be placed to minimize visibility from surrounding streets, pedestrian areas, and properties. The construction materials may not be located in required yards. esponse: A note has been added to sheet C3.0, per comment. Ground Electrical Equipment • Please screen all ground mechanical and electrical equipment from the right-of-way. The proposal should use Type I landscaping; providing a solid 100 percent site -obscuring screen within three y ars from planting per FWRC 19.125.050 and 19.115.050(6)(b)(i). Solid screens also prevent raffiti. Response: A note has been added to sheet C4.0, per comment. Community Design Guidelines • �rovide a bike rack near the entrance, per FWRC 19. 1 15.050(4)(d). esponse: Bike rack has been provided near front entrance, per comment. Refer to sheet C4.0 for revision. • Vehicle Circulation - Pursuant to FWRC 19.11 5.050(2)(b), clearly delineate parking and vehicle circulation areas, in particular the drive -through. Depict where you will install directional Rignage for circulation for the drive -through and access aisles with pavement markings. esponse: Pavement markings have been provided for vehicle circulation of site, per comment. Refer to sheet C4.0 for revision. • Pedestrian Circulation - Per FWRC 19.115.050(4)(b), pedestrian pathways and pedestrian areas should be delineated by separate paved routes using a variation in paved texture and color and protected from abutting vehicle circulation areas with landscaping. Approved methods of delineation include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. Paint striping on asphalt as a method of delineation is not encouraged. Label your ethod of delineation on plans. esponse: Coded note 7 on sheet C4.0 has been revised, per comment. ■ Pedestrian Connections -Per FWRC 19.1 15.050(4)(c), pedestrian connections should be provided between properties to establish pedestrian links to adjacent buildings, parking, pedestrian areas and public rights -of -way. Provide a pedestrian connection to the existing sidewalk on the east side of the property. Response: Pedestrian connection has been provided, per comment. Refer to sheets C4.0 and C5.0 for details. • Building Entrances- Building entrance facades shall contain transparent glass. The Planning JDivision requests that no permanent signage or advertising stickers block the windows. Response: A note has been added to sheet C-4.0, per comment. Initial: Page 3 of 4 PUBLIC WORKS DEVELOPMENT SERVICES DIVISION, Ann Dower, 253-835-2732 Technical Information Report Provide a downstream analysis per section 1.2.2.1 of the 2016 King County Surface Water Design Manual (KCSWDM). Response: Downstream analysis provided in Technical Information Report, per comment. Provide a Core and Special Requirements Summary per section 2.3.1.1. of the KCSWDM. Response: Core and Special Requirements Summary has been provided in Technical Information Report, per comment. The stormwater calculations were performed using a model that is not approved by the KCSWDM. Please consult Table 3.2 and Reference 6-D for approved calculation methods. Response: Stormwater calculations were revised and re -calculated using the Western Washington Hydrology Model (WWHM), per comment. WWHM calculations provided in Technical Information Report. ■ The sand filter will require a pre -settling device. Response: A pre-treatment device has been added prior to the Sand Falter, per comment. Refer to sheets C5.0 and C5.1 for details. Best Management Practices will be required. These must be addressed in the Technical Information Report and in the plans. Response: BMPs have been provided and report revised, per comment. Plans • State the impervious area on the site plan. Response: Impervious area provided on sheet C4.0, per comment. Provide two scaled (vertical and horizontal) cross section views of the storm water facilities. Response: Cross section views of Sand Filtration pond provided on sheet C5.0 & C5.1, per comment. PUBLIC WORKS TRAFFIC DIVISION, Sarady Long, 253-835-2743 Traffic impact fee will be assessed based on the fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. Response: Noted. ■ It is recommended that the pedestrian path/sidewalk from the street to the building should be a minimum of 5 feet. Response: Pedestrian sidewalk from street to building has been revised, per comment. Refer to sheet C4.0. Initial: Page 4 of 4 Verify that the proposed monument sign is located out of the sight triangle. Response: Sight triangle provided on sheet C4.0, per comment. PUBLIC WORKS SOLID WASTE/RECYCLING DIVISION, Rob Van Orsow, 253-835-2770 Provide elevations of the solid waste enclosure to demonstrate design is consistent with the architecture of the primary structure on the site, per FWRC 19.125.150(6)(a). Response: Dumpster Enclosure detail has been provided in plan set. Refer to sheet C7.1 for details. • Provide a spill prevention plan, per FWRC 19.125.150(6)(d). Response: Spill prevention plan submitted electronically to Rob Van Orsow. Hard Copy has also been provided in the back of this submittal. REVIEW COMMENTS RELATED TO BUILDING PERMIT REQUIREMENTS SOUTH KING FIRE & RESCUE, Chris Cahan, 253-946-7243, Water Supply: Fire Flow: The required fire flow for this project is 1500 gallons per minute. A Certificate of Water Availability including a hydraulic fire flow model shall be requested from the water district and provided at the time of building permit application. Response: Water Availability Certificate states there is sufficient fire flow for this project. • Existing Fire hydrant meets requirement for hydrant location. Response: Fire Hydrant added to Northeast corner of property, per discussions with Lake Haven Water and South King Fire. Refer to sheet C6.0 for details. Emergency Access: • Fire apparatus access roads -shall comply with all requirements of Fire Access Policy 10.006 htt p•// oulhkingfire.ora/Document enter/Home/View. Response: Noted. Please feel free to contact me if you have any further questions as to how the comments have been addressed. Jeff Lonchor, E.I. Project Engineer Office: 614.942.3017 Mobile: 440.773.3461 lonchor@cesoinc.com Initial: t 'Y 751 1 -y � 1 •n`I .ry-t AtOk -W. � r•- - - J f I M� p At NIS a ■ r u i RECEIVED Fidelity National Title I.- C.mp." APR 18 2018 FIDELITY NATIONAL TITLE INSURANCE COMPANY GbMMUNITY ��V L�PMy COMMITMENT FOR TITLE INSURANCE SCHEDULE "A" OH NCS No.17-55800 Effective Date of Commitment: Local File No. 20375056416416 August 29, 2017, at 8:00 A.M. / Version 2 Project Name: Pacific Highway South Prepared for: Valvoline Inc. Inquiries should Fidelity National Title Insurance Company be directed to: 4111 Executive Parkway, Suite 304 Westerville, OH 43081 Attn: Debra Triplett debra.tri lett@fnf.com phone: 614-818-4826 / fax: 614-890-6969 HOW TO VIEW AND DOWNLOAD TITLE DOCUMENTS This Commitment for Title Insurance contains hyperlinks to underlying title documents using the SmartVIEW Online system of document storage and retrieval, powered by FNTG SmartSUITE technology. 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For best results, please make sure you have the latest version of Adobe Acrobat or Adobe Reader installed on your computer. You may download the latter of these by clicking here. Please let us know if you have any questions or technical difficulties viewing this Commitment or downloading any of the title documents. a 600 University St., Suite 2424 llllf Fidelity National Title Seattle, WA 98101 Insurance Company Phone: (206) 628-2822 Fax: (206) 262-6292 COMNUTMENTIURT=MLMANCE Issued by Fidelity National Title Company of Washington, Inc as Agent for Fidelity National Title Insurance Company Fidelity National Title Company of Washington, Inc as agent for Fidelity National Title Insurance Company, a California 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 Proposed 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 Requirements; all subject to the provisions of Schedules 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, Fidelity National Title Company of Washington, Inc as agent for Fidelity National 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. Countersigned by: Warren Samek, Senior Vice President erry Wise, Chi f Commercial Title Officer Authorized Signature ? SEAL Randy Gwrk. President Attest j Michael Grarelle, Secretary 27C 101 (6/06) ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA � members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE Title soclatlon. ASSOCIATION Fidelity National Title of Washington, Inc. SCHEDULE A Name and Address of Title Insurance Company: Fidelity National Title of Washington, Inc. 600 University St., Suite 2424 Seattle, WA 98101 Title Officer: Marc Wise Escrow No.: 20375056-416-416 Customer Reference No. 17-55800 Effective Date: August 29, 2017 at 8:00 A.M. 2. Policy or Policies to be issued: ALTA 2006 Extended Owner's Policy General Schedule rate Proposed Insured: Valvoline Instant Oil Change Franchising, Inc., a Delaware corporation Amount: $435,000.00 Premium: TBD Tax: TBD Total: TBD Extended Surcharge: Premium: TBD Tax: TBD Total: TBD The estate or interest in the land described or referred to in this Commitment is: A FEE, as to Parcel A; AN EASEMENT, as to Parcels B and C 4. Title to the FEE SIMPLE estate or interest in the land is at the Effective Date vested in: KC Investments LLC a WashinLrton limited liability com anv 5. The land referred to in this Commitment is described as follows: See Exhibit A attached hereto and made a part hereof. 27C 101A (6/001 1 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA � AMGRICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE ASSOCIATION Title Association. File No.: 20375056-416-416 EXHIBIT A LEGAL DESCRIPTION PARCEL A: LOT 2, KING COUNTY INVESTMENTS, LLC BINDING SITE PLAN NO.14-104588-00-SU, RECORDED UNDER RECORDING NUMBER 20150417001245, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: EASEMENT FOR INGRESS, EGRESS, ACCESS AND UTILITIES AS DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20010618001872. PARCEL C: ACCESS EASEMENT AS DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20150417001245; SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. PARCEL MAP 27C 101A (6/06) 2 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land UNo TITLE Title Association. Aa�rlom File No.: 20375056-416-416 SCHEDULE B - SECTION I REQUIREMENTS 1. INSTRUMENTS NECESSARY TO CREATE THE ESTATE OR INTEREST MUST BE PROPERLY EXECUTED, DELIVERED AND DULY FILED FOR THE RECORD. 2. PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. SCHEDULE B OF THIS 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 THE 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 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. H. RESERVATIONS AND EXCEPTIONS IN UNITED STATES PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF. I. INDIAN TRIBAL CODES OR REGULATION, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENT OR EQUITABLE SERVITUDES. J. WATER RIGHTS, CLAIMS OR TITLE TO WATER. K. 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. END OF SCHEDULE B - SECTION I 27CIOIBI (6/06) 3 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AM C 0.lC AN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land SAND srru Title Association. Auac+A.� File No.: 20375056-416-416 SCHEDULE B - SECTION II EXCEPTIONS 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: 1. REAL ESTATE EXCISE TAX PURSUANT TO THE AUTHORITY OF RCW CHAPTER 82.45 AND SUBSEQUENT AMENDMENTS THERETO. AS OF THE DATE HEREIN, THE TAX RATE FOR SAID PROPERTY IS 1.78% FOR ALL TRANSACTIONS RECORDED ON OR AFTER JULY 1, 2005: • A FEE OF $10.00 WILL BE CHARGED ON ALL EXEMPT TRANSACTIONS; ■ A FEE OF $5.00 WILL BE CHARGED ON ALL TAXABLE TRANSACTIONS IN ADDITION TO THE EXCISE TAX DUE; 2. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1 ST HALF PAID; 2ND HALF PAID) TAX ACCOUNT NO.: 379790 0020 YEAR BILLED PAID BALANCE 2017 $6,068.73 $6,068.73 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 1205 ASSESSED VALUE LAND: $435,400.00 ASSESSED VALUE IMPROVEMENTS: $0.00 3. RESERVATION OF EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: DEED PURPOSE: ROAD AREA AFFECTED: EASTERLY PORTION OF SAID PREMISES RECORDED: MARCH 17, 1945 RECORDING NO.: 3455902 4. SANITARY SEWER LINE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JUNE 6, 1979 RECORDING NO.: 7906060979 5. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT NO. 97-0005 RECORDED UNDER RECORDING NO. 9710089007. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 27C 101 BII (6/06) 4 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land AWFLICAN LAND TITLE Title Association. "OMAT16" File No.: 20375056-416-416 SCHEDULE B — Section II (Continued) 6. DECLARATION OF RECIPROCAL EASEMENT FOR STORM DRAINAGE SYSTEM AND THE TERMS AND CONDITIONS THEREOF: RECORDED: OCTOBER 27, 1997 RECORDING NO.: 9710270655 7. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT NO. BLA 99-0005 RECORDED UNDER RECORDING NO.20001009900005. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 8. DECLARATION OF EASEMENTS AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: INGRESS, EGRESS, ACCESS AND UTILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 18, 2001 RECORDING NO.: 20010618001872 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF AGS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 27, 2001 RECORDING NO.: 20010927000939 10. EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: LAKEHAVEN UTILITY DISTRICT AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: DECEMBER 3, 2002 RECORDING NO.: 20021203001407 11. EASEMENT FOR SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: LAKEHAVEN UTILITY DISTRICT AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 14, 2003 RECORDING NO.: 20031014000180 12. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BINDING SITE PLAN NO. 14-104588-00-SU RECORDED UNDER RECORDING NO.20150417001245. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 27C I O1BII (6/06) 5 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA nM~ members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAN:r TITLE Title Association. File No.: 20375056-416-416 SCHEDULE B — Section II (Continued) 13. RIGHT OF ENTRY AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF FEDERAL WAY PURPOSE: DRIVEWAYS, SLOPES, DRAINAGE, UTILITIES, IRRIGATION AND PROPERTY RESTORATION AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 21, 2015 RECORDING NO.: 20151021001670 14. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 25, 2016 RECORDING NO.: 20160425000548 15. MEMORANDUM OF LEASE: LESSOR: KC INVESTMENTS L.L.C. LESSEE: BANNER BANK DATED: MARCH 31, 2006 RECORDED: APRIL 5, 2006 RECORDING NO.: 20060405001546 AFFECTS: SAID PREMISES AND OTHER PROPERTY 16. MEMORANDUM OF LEASE: LESSOR: KC INVESTMENTS LLC LESSEE: CSK AUTO, INC. DBA O'REILLY AUTO PARTS DATED: FEBRUARY 16, 2011 RECORDED: MARCH 6, 2014 RECORDING NO.: 20140306000392 17. THE SEARCH DID NOT DISCLOSE ANY OPEN MORTGAGES OR DEEDS OF TRUST OF RECORD, THEREFORE THE COMPANY RESERVES THE RIGHT TO REQUIRE FURTHER EVIDENCE TO CONFIRM THAT THE PROPERTY IS UNENCUMBERED, AND FURTHER RESERVES THE RIGHT TO MAKE ADDITIONAL REQUIREMENTS OR ADD ADDITIONAL ITEMS OR EXCEPTIONS UPON RECEIPT OF THE REQUESTED EVIDENCE. 18. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND; AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 19. MATTERS RELATING TO QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN POSSESSION, AND UNRECORDED LIENS FOR LABOR OR MATERIAL. AN ALTA "AS -BUILT" SURVEY MUST BE FURNISHED TO THIS COMPANY WHICH SHOWS THE LOCATION OF ALL IMPROVEMENTS AND REVEALS ALL ENCROACHMENTS, DRIVEWAYS AND EASEMENTS WHICH ENCUMBER THE PROPERTY. WE WILL REVIEW THE SURVEY AND WILL REPORT THE RESULTS OF THE REVIEW BY SUPPLEMENTAL REPORT. END OF SCHEDULE B — SECTION II 27C 101 BII (6/06) 6 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land AND TITLE Title Association. ASfOCPATION `) # File No.: 20375056-416-416 NOTES NOTE 1: WE ARE INFORMED THAT KC INVESTMENTS LLC IS A LIMITED LIABILITY COMPANY (LLC). A COPY OF THE DUPLICATE ORIGINAL OF THE FILED LLC CERTIFICATE OF FORMATION, THE LLC AGREEMENT, AND ALL SUBSEQUENT MODIFICATIONS OR AMENDMENTS MUST BE SUBMITTED TO THE COMPANY FOR REVIEW. NOTE 2:, ANY CONVEYANCE OR MORTGAGE BY KC INVESTMENTS LLC, A LIMITED LIABILITY COMPANY (LLC), MUST BE EXECUTED BY ALL THE MEMBERS, OR EVIDENCE SUBMITTED THAT CERTAIN DESIGNATED MEMBERS OR MANAGERS HAVE BEEN AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. NOTE 3: THE COMPANY HAS BEEN ASKED TO ISSUE AN OWNER'S POLICY WITHOUT DISCLOSURE OF THE LIABILITY AMOUNT. THIS COMMITMENT SHALL BE EFFECTIVE ONLY WHEN THE AMOUNT OF THE POLICY COMMITTED FOR HAS BEEN INSERTED IN SCHEDULE A HEREOF. THE FORTHCOMING POLICY MUST BE ISSUED IN AN AMOUNT AT LEAST EQUAL TO THE FULL VALUE OF THE ESTATE INSURED IN ACCORDANCE WITH OUR RATING SCHEDULE ON FILE IN THE OFFICE OF THE WASHINGTON STATE INSURANCE COMMISSIONER. THE COMPANY MAY HAVE FURTHER REQUIREMENTS IF THE UNDISCLOSED AMOUNT TO BE INSURED EXCEEDS THE CURRENT ASSESSED VALUATION. NOTE 4: ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, THE PROPOSED INSURED IS VALVOLINE INSTANT OIL CHANGE FRANCHISING, INC., A DELAWARE CORPORATION. WE FIND NO PERTINENT MATTERS OF RECORD AGAINST THE NAME(S) OF SAID PARTY(IES). NOTE 5: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: VACANT LAND KNOWN AS: XXXX PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98003 NOTE 6: IF YOU WOULD LIKE THE COMPANY TO ACT AS TRUSTEE IN THE PROPOSED DEED OF TRUST, PLEASE NOTE THAT " FIDELITY NATIONAL TITLE OF WASHINGTON, INC." MAY ACT AS TRUSTEE OF A DEED OF TRUST UNDER RCW 61.24.010(1). NOTE 7: THE COMPANY REQUIRES THE PROPOSED INSURED TO VERIFY THAT THE LAND COVERED BY THIS COMMITMENT IS THE LAND INTENDED TO BE CONVEYED IN THIS TRANSACTION. THE DESCRIPTION OF THE LAND MAY BE INCORRECT, IF THE APPLICATION FOR TITLE INSURANCE CONTAINED INCOMPLETE OR INACCURATE INFORMATION. NOTIFY THE COMPANY WELL BEFORE CLOSING IF CHANGES ARE NECESSARY. CLOSING INSTRUCTIONS MUST INDICATE THAT THE LEGAL DESCRIPTION HAS BEEN REVIEWED AND APPROVED BY ALL PARTIES. NOTE 8: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOT 2 FEDERAL WAY BSP NO. 14-104588-00-SU REC# 20150417001245 27C101 Notes 6/06 7 ALTA Commitment —2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA +� AMC0.1CAN' members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land AN11 •4f IC = T OH Title Association. File No.: 20375056-416-416 NOTES (Continued) NOTE 9: IN THE EVENT THAT THE COMMITMENT JACKET IS NOT ATTACHED HERETO, ALL OF THE TERMS, CONDITIONS AND PROVISIONS CONTAINED IN SAID JACKET ARE INCORPORATED HEREIN. THE COMMITMENT JACKET IS AVAILABLE FOR INSPECTION AT ANY COMPANY OFFICE. NOTE 10: THE POLICY(S) OF INSURANCE MAY CONTAIN A CLAUSE PERMITTING ARBITRATION OF CLAIMS AT THE REQUEST OF EITHER THE INSURED OR THE COMPANY. UPON REQUEST, THE COMPANY WILL PROVIDE A COPY OF THIS CLAUSE AND THE ACCOMPANYING ARBITRATION RULES PRIOR TO THE CLOSING OF THE TRANSACTION. NOTE 11: PRIOR TO CLOSING PLEASE CONTACT YOUR TITLE OFFICER FOR CURRENT COURIER AND/OR ACCOMMODATION FEES WHICH MAY BE CHARGED FOR RECORDING RUNS. END OF NOTES 27C101 Notes (6/06) 8 ALTA Commitment —2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and,ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land ANDRICATIT i Title Association. ASSDC �T DN I-) CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 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 h 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. 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 form 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 Iiability 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 Amount 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 parties. You may review a copy of the arbitration rules at <http://www,alta.org/>. 27C 101 6l06 9 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA M members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land CffOC1TMtt Me Association. FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE At Fidelity National Financial, Inc., we respect and believe it is important to protect the privacy of consumers and our customers. This Privacy Notice explains how we collect, use, and protect any information that we collect frcm you, when and to whom we disclose such information, and the choices you have about the use of that information. A summary of the Privacy Notice is below, and we encourage you to review the entirety of the Privacy Notice following this summary. You can opt -out of certain disclosures by following our opt -out procedure set forth at the end of this Privacy Notice. Types of Information Collected. You may provide us with certain How Information is Collected. We may collect personal information personal information about you, like your contact information, address from you via applications, forms, and correspondence we receive from demographic information, social security number (SSN), driver's license, you and others related to our transactions with you. When you visit our passport, other government ID numbers and/or financial information. We websites from your computer or mobile device, we automatically collect may also receive browsing information from your Internet browser, and store certain information available to us through your Internet computer and/or mobile device if you visit or use our websites or browser or computer equipment to optimize your website experience. applications. Use of Collected Information. We request and use your personal When Information Is Disclosed. We may disclose your information to information to provide products and services to you, to improve our our affiliates and/or nonaffiliated parties providing services for you or products and services, and to communicate with you about these us, to law enforcement agencies or governmental authorities, as required products and services. We may also share your contact information with by law, and to parties whose interest in title must be determined. our affiliates for marketing purposes. Choices With Your Information. Your decision to submit information Information From Children. We do not knowingly collect information to us is entirely up to you. You can opt -out of certain disclosure or use of from children who are under the age of 13, and our website is not your information or choose to not provide any personal information to intended to attract children. us. Privacy Outside the Website. We are not responsible for the privacy International Users. By providing us with you information, you consent practices of third parties, even if our website links to those parties' to its transfer, processing and storage outside of your country of websites. residence, as well as the fact that we will handle such information consistent with this Privacy Notice. The California Online Privacy Protection Act. Some FNF companies provide services to mortgage loan servicers and, in some cases, their websites collect information on behalf of mortgage loan servicers. The mortgage loan servicer is responsible for taking action or making changes to any consumer information submitted through those websites. Your Consent To This Privacy Notice. By submitting information to us Access and Correction; Contact Us. If you desire to contact us or by using our website, you are accepting and agreeing to the terms of regarding this notice or your information, please contact us at this Privacy Notice. privacy(cfnf.com or as directed at the end of this Privacy Notice. FNF Privacy Statement (Eff. 51112015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISCO219 (DSI Rev. 3/2/17) Page 1 Order No. 20375056-416-416-MAW FIDELITY NATIONAL FINANCIAL, INC. PRIVACY NOTICE Fidelity National Financial, Inc, and its majority -owned subsidiary companies providing title insurance, real estate- and loan -related services (collectively, "FNF", "our" or "we") respect and are committed to protecting your privacy. We will take reasonable steps to ensure that your Personal Information and Browsing Information will only be used in compliance with this Privacy Notice and applicable laws. This Privacy Notice is only in effect for Personal Information and Browsing Information collected and/or owned by or on behalf of FNF, including Personal Information and Browsing Information collected through any FNF website, online service or application (collectively, the "Website"). Types of information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); demographic information (e.g., date of birth, gender, marital status); ■ social security number (SSN), driver's license, passport, and other government ID numbers; financial account information; and • other personal information needed from you to provide title insurance, real estate- and loan -related services to you. Browsing Information. FNF may collect the following categories of Browsing Information: • Internet Protocol (or IP) address or device ID/UDID, protocol and sequence information; • browser language and type; domain name system requests; ■ browsing history, such as time spent at a domain, time and date of your visit and number of clicks; • http headers, application client and server banners; and • operating system and fingerprinting data. How Information is Collected In the course of our business, we may collect Personal Information about you from the following sources: • applications or other forms we receive from you or your authorized representative; • the correspondence you and others send to us; • information we receive through the Website; • information about your transactions with, or services performed by, us, our affiliates or nonaffiliated third parties; and • information from consumer or other reporting agencies and public records maintained by goy errinwntal entities that we obtain directly from those entities, our affiliates or others. If you visit or use our Website, we may collect Browsing Information from you as follows. • Browser Log Files. Our servers automatically log each visitor to the Website and collect and record certain browsing information about each visitor. The Browsing Information includes generic information and reveals nothing personal about the user. • Cookies. When you visit our Website, a "cookie" may be sent to your coiiiputer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. When you visit a website again, the cookie allo«^s the website to recognize your computer. Cookies may store user preferences and other information. You can choose whether or not to accept cookies by changing your Internet browser settings, which may impair or limit some functionality of the Website. Use of Collected Information Information collected by FNF is used for three main purposes: • To provide products and services to you or any affiliate or third party who is obtaining services on your behalf or in connection with a transaction involving you. To improve our products and services. • To communicate with you and to inform you about our, our affiliates' and third parties' products and services, jointly or independently. When Information Is Disclosed We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) and Browsing Information to various individuals and companies, as permitted by [aw, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures. Please see the section "Choices With Your Personal Information" to learn how to limit the discretionary disclosure of your Personal Information and Browsing Information. Disclosures of your Personal Information may be made to the following categories of affiliates and nonaffiliated third parties: • to third parties to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to our affiliate financial service providers for their use to market their products or services to you; • to nonaffiliated third party service providers who provide or perform services on our behalf and use the disclosed information only in connection with such services; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to market financial products or services to you; • to law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoena or court order; FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright C 2017. Fidelity National Financial, Inc. All Rights Reserved MISCO219 (DSI Rev. 3/2/17) Page 2 Order No. 20375056-416-416-MAW • to lenders, lien holders, judgment creditors, or other parties claiming an interest in title whose claim or interest must be determined, settled, paid, or released prior to closing; and • other third parties for whom you have given us written authorization to disclose your Personal Information. We may disclose Personal Information and/or Browsing Information when required by law or in the good -faith belief that such disclosure is necessary to: • comply with a legal process or applicable laws; • enforce this Privacy Notice; • investigate or respond to claims that any material, document, image, graphic, logo, design, audio, video or any other information provided by you violates the rights of a third party; or • protect the rights, property or personal safety of FNF, its users or the public. We maintain reasonable safeguards to keep your Personal Information secure. When we provide Personal Information to our affiliates or third party service providers as discussed in this Privacy Notice, we expect that these parties process such information in compliance with our Privacy Notice or in a manner that is in compliance with applicable privacy laws. The use of your information by a business partner may be subject to that party's own Privacy Notice. Unless permitted by law, we do not disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of our bankruptcy, reorganization, insolvency, receivership or an assignment for the benefit of creditors. 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Fidelity National Financial, Inc. All Rights Reserved MISCO219 (DSI Rev. 3/2/17) Page 3 Order No. 20375056-416-416-MAW purposes described in this Privacy Notice. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection and transfer of such information in accordance with this Privacy Notice. The California Online Privacy Protection Act For some FNF websites, such as the Customer CareNet ("CCN"), FNF is acting as a third party service provider to a mortgage loan servicer. In those instances, we may collect certain information on behalf of that mortgage loan servicer via the website. The information which we may collect on behalf of the mortgage loan servicer is as follows: • first and last name; • property address; • user name and password; • loan number; • social security number - masked upon entry; • email address; • three security questions and answers; and • IP address. 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All Rights Reserved MISCO219 (DSI Rev. 3/2/17) Page 4 Order No. 20375056-416-416-MAW RECr-VED APR 18 2018 FILE c'M OF FEI�IVEI Lakehaven �MI�NITr DEVEI r?-r WATER & SEWER DISTRICT V.1 I Vo GA e RECEIVED APR 11 2018 CITY OF FEDERAL WAY COWALI rITY DEVELOPMENT Lakehaven Water & Sewer District — Development Engineering Section 31623 — 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ® Building Permit -Other ❑ Subdivision ❑ Short Subdivision ® Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 3797900020 Site Address:. 4726 Paci c Hwy S Lakehaven GIS Grid: 3-12 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 1.664 sf Applicant's Name: KC Investments LLC WATER NFO I N 1. ® Water service can be provided by service connection to an existing 8" diameter water main that is on the site. 2. ® If all onsitefire h ire d, water service for the site will require an improvement to Lakehaven's water distribution system of: ❑ a. feet of " diameter water main to reach the site; and/or ❑ b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or ® d. constructed; and/or Other (describe): keh en Fa illties Installation A en r it d. 3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Water Service Conn ction a If is cationL§) reouired. Comments/special conditions: Service r ssur s) -greater than 80 psi In i d Pres re Reduc' V In i n ral building ! LQr r additional information - The nearest fire hydrant is approximately 210+ - feet from the Pro a (as marked on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system is 2,500 GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact Lakehaven for additional information. 538 Pressure Zone Est. Meter Elevation-GIS: High 282+/- Est. Pressure Range at Meter(s) (psi): Min. 102, Max. 110 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGI RING SUPERVIR Signature: Date: J 8 3797900020 wtr.docx (Form Update 1/3/17) Page 1 of 2 3797900020 wtr.docx (Form Update 1/3/17) Page 2 of 2 RECEIVED FILE ApR 18 2018 Aakehaven CITY OF FED"PAL WAY WATER & SEWER DISTRICT [;OMML1�11-I'Y 13I 11ELOFMEPJi Val V6 I;iqe ECEI ED APR 11 2018 OF FEDERAL WAY ? !NFFY DEVELOPMEN7 Lakehaven Water & Sewer District — Development Engineering Section 31623 — 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ® Building Permit -Other ❑ Subdivision ❑ Short Subdivision ® Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 3797900020 Site Address: 34726 's i Hint S.Lakehaven GIS Grid: ]]-12 Pa Ex. Bldg. Area to Remain: NZA sf New Bldg. Area Proposed: 1.664 sf Applicant's Name: KC Investments LLC SE -WEIR SYSTEM INIE RMA ❑N 1. ® Sewer service can be provided by service connection to an existing B" diameter sewer main that is on the site and the sewer system has the capacity to serve the proposed land use. 2. ❑ Sewer service For the site will require an improvement to Lakehaven's sanitary sewer system of: ❑ a, feet of " diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ❑ d. other (describe): 3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. omprehensive Wastewater ❑ b. The Amendment to this Plan sewer ern is not In will be required, Thisnce may eau e Lakehaven'sth delay InCIssuance of land use approvals or pePrmitand an 4. ® a. The proposed site land use Is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Sewer service Is subject to: ® a. Payment of connection charges (to be determined by Lakehaven): 1D b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: esAmr 5 BLit onne n P Broil r ul d s b'ect Pat do of I t Comments/special conditions: I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBiiRY Title: DEVELOPMENT ENGIN ERiNG SiJPE V__i<S_QB Date: Signature: Page 1 of 2 3797900020 swr.docx (Form Update 1/3/17) o 3797900020 swr.docx (Form Update 1/3/17) Page 2 of 2 To the West of the proposed Valvoline instant Oil Change site facing East To the East of the proposed Valvoline Instant Oil APR 18 20113 CITY OF"EDERAL COMMUNITY Dr--",E-LCPIIV)EKIT c HWY S. (West) t DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 Avenue South W Federal Way, WA 98003 CITY OF ��' 253-835-2607; Fax 253-835-2609 Federal Way RECEIVE[? APR 18 20 18 CITY OF FEDERAL. WAY MM}uMUN" DEVELOPMENT HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC) Title 14, "Environmental Policy." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: • Construction of any residential structure, including single-family development ■ Construction of any barn or other agricultural structure • Construction of any office, school, commercial, recreational, service, or storage building • Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) • Additions or modifications to or replacement of any building or facility (does not include tenant improvements) a Demolition of any structure a Any landfill or excavation a Installation of underground tanks • Any division of land, including short plats • Change of use, which involves repair, remodeling, and maintenance activities r Dredging ■ Reconstruction/maintenance of groins and similar shoreline protection structures ■ Replacement of utility cables that must be buried under the surface of the bedlands • Repair/rebuilding of major dams, dikes, and reservoirs • Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities Project Name Valvoline Instant Oil Change Applicant Ben Rlha Project Location Parcel 1❑. 379790-0020 Tracking No III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section W. MATERIAL LIQUID allons SOLID(pounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants Max anutreeze storage n max waste (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides algaecides (4) Brake, transmission, hydraulic fluids gear nil (60 gallon) transmission fluid (1 quart) containers Transfer case fluid (1 quart) containers diesel Exhaust Fluid (2.5 Gal) containers (20-30 containers) (20-30 containers) (20-30 containers) ( (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents 210 max windshield washer fluid (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases 2;905 max. fresh motor oil storage (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterinary fluids or wastes (21) Metals (hazardous e.g. arsenic, copper, chromium, lead, mercury, silver, etc.) (22) Paints, pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (27) Refrigerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers (30) Tanning (leather) chemicals (3 1) Transformer, capacitor oils/fluids, PCB's (32) Waste oil 1,000 max. waste motor oil storage (33) Wood preservatives (34) List OTHER hazardous materials or deleterious refer to MSDS sheets included with substances on a separate sheet. submittal along with A-1 & A 2 Shee Bulletin #056 — January 1, 2011 Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement Project Name Valvoline Instant Oil Change Applicant B Project Location Parcel ID: 379790-0020 Tracking No, IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. AAnroximate Quantity of Imported Fill Source of Fill Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [X] Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 [ ] I Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 j ] Water wells, monitoring wells, resource protection wells, pieaometers #5 p(] Leak detection devices, training for employees for use of hazardous materials, self-contained machinerv. etc. SIGNATURE 1.79- Signature Ben Riha Print Name 04/17/18 Date If you have any questions about filling out this application form, please contact the Department of Community Development's Permit Center at 253-835-2607, orpermitcenter@cityoffedealway.com. Please be advised that an application for a developmentpermit lacking the required information will not be accepted Bulletin #056 — January 1, 2011 Page 3 of 3 k:\Iandouts\Hazardous Materials Inventory Statement CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South Federal Way, WA 98003 253-835-2607;Fax 253-835-2609 %�iyw,cityoff cdcralw,ay.com Crime Prevention Through Environmental ECEIVED Design (CPTED) Checklist CITY OF FEDERAL WAY Directions COMMUNITY DEVELOPMENT Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more 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 ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy f Applicable during Site Plan Review e Applicable during Building Permit Review Section 1.0 Natural Surveillance 1.1 Blind Corners ❑Con Avoid blind corners in pathways and parking lots. ❑Revise _ ❑NA Comments: Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. a N/A❑ Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used: 1.2 Site and Building Layout — ElC otif' Allow natural observation from the street to the use, from the _ ❑Revise use to the street, and between uses _ ❑NA Comments: Bulletin #022 — January 1, 2011 Page 1 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only 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 corners. ■ Family 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. ■ N/A❑ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ Locate main entrances/exits at the front of the site and in view of the street. ■ For Commercial/ Retail/ Industrial �/ If employee entrances must be separated from the main and Community m entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ N/A 0 In industrial developments, administration/offices should be located at the front of the building. w Avoid large expanses of parking. Where large expanses of parking are proposed, provide surveillance such as security For Surface Parking and cameras. ■security cameras Parking are provided Structures Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. ■ 5/ Avoid hidden recesses. ■ ®/ Locate parking areas in locations that can be observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space NO,* common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy 0 Bulletin #022 — January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open _ ❑Gor Space ❑Revise Provide natural .surveillance for common/open space areas. ❑NA Comments: 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 dumpster enclosures in a manner which 15/ screens refuse containers but avoids providing opportunities to hide. ■ Locate waiting areas and external entries to elevators/stairwells close to areas of active uses to make them visible from the building entry. e N Locate seating in areas of active uses. e Other strategy used: 1.4 Entrances Provide entries that are clearly visible. Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to FWRC 19.140.060. Exempt Signs. (Applicable during Certi cute a Occu an Ins ection . _Revise ❑NA Comments: ❑Clmf Other strategy used: 1.5 Fencing — Fence design should maximize natural surveillance from the ❑_Revise street to the building and from the building to the .street, and ❑NA minimize opportunities for intruders to hide. Comments: Bulletin #022 — January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review N/A ❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates N/A ❑ open elements to allow visibility above the height of five feet. e If noise insulation is required, install double -glazing at the front of the building rather than solid fences higher than five feet. e Evaluation for Agency Use Only Other strategy used: 13 1.6 Landscaping — ❑Con Avoid landscaping which obstructs natural surveillance and ❑Revise allows intruders to hide. _ ❑NA Comments: M/ Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. ■ Use low groundcover, shrubs a minimum of 24 inches in N/A ❑ height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ N/A ❑ Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: El 1.7 Exterior Lighting ❑C'Unl Provide exterior lighting that enhances natural surveillance. — ❑Revise (Refer to FWRC 19.115.050(7)(a) for specific lighting ❑NA requirements.) Comments: Prepare a lighting plan in accordance with illuminating Engineering Society of America (IESA) 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:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a 19/ 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 to support visibility for pedestrians, ensure that it is vandal - resistant. e ge Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and NJ 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. e N/A ❑ Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. ■ ❑ 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 N/A ❑ (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy used: J Evaluation for Agency Use Only 1.8 Mix of Uses In mixed use buildings increase opportunities for natural _ ❑Revise surveillance, while protecting privacy. ONA Comments: Bulletin #022 — January 1, 2011 Page 5 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy r 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, N/A ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ N/A ❑ Include food kiosks, restaurants, etc. within parks and parking structures. ■ Other strategy: used Evaluation for Agency Use Only N/A ❑ — 1.9 Security Bars, Shutters, and Doors ❑Conf When used and permitted by building and fire codes, security _ ❑Revise bars, shutters, and doors should allow observation of the street _ ❑NA and be consistent with the architectural style of the building. Comments: N/A ❑ Security bars and security doors should be visually permeable (see -through). e Other strategy used: Most exterior doors are through Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification _ 01CuII '�[ Ensure buildings are clearly identified by street number to ❑Revise prevent unintended access and to assist persons trying to find _ ❑NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. ve 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:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only 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 N/A ❑ 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 N/A ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy used: 13 2.2 Entrances — ❑Can Avoid confusion in locating building entrances. _ ❑Revise _ DNA Comments: Entrances should be easily recognizable through design N/ features and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ VMinimize the number of entry points. ■ Other strategy used: El 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorized access. ❑_Revise _ ❑NA Comments: Consider using thorny plants as an effective barrier. e Other strategy used: 2.4 Landscaping Location — uIOral Avoid placement of vegetation that would enable access to a _ ❑Revise building or to neighboring buildings. — ❑NA Comments: Bulletin #022 — January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, M fences, and gutters next to second story windows or balconies that could provide a means of access. ■ 13 Other strategy used: 2.5 Security _ ❑Confc Reduce opportunities for unauthorized access _Revise _ RNA Comments: Consider the use of security hardware and/or human measures to reduce opportunities for unauthorized access. (Applicable during Cerad icate of 12ecupancy Ins ection . security cameras Other strategy used: 13 2.6 Signage ❑Conf Insure that signage is clearly visible, easy to read and simple _ ❑Revise to understand [Signs must conform to FWRC 19.140.060. _ ❑NA Exempt Signs]. Continents: Use strong colors, standard symbols, and simple graphics for informational signs. e deferred submittal Upon entering the parking area, provide both pedestrians and For Surface drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking Structures NSA❑ In multi -level parking areas, use creative signage to distinguish between floors to enable users to easily locate their cars. e VAdvise users of security measures that are in place and where to find them, i.e. security phone or intercom system. e security cameras ❑ Provide signage in the parking area advising users to lock their cars. e deferred submittal Bulletin #022 —January 1, 2011 Page 8 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review N/A ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy used: Section 3.0 Ownership 3.1 Maintenance _ ❑Conf Create a "cared.for" image _ ❑Revise _ ❑NA Comments: 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 N/A ❑ more than six to eight units share a common building entrance, ■ Other strategy used: 3.2 Materials _ ❑Conf Use materials, which reduce the opportunityfor vandalism. ❑Revise _ ❑NA Comments: 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. e Otberstrategyused: in case of vandalism quick maintenance will be performed on the b1flidonCl Bulletin #022 — January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 4/23/2018 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Rob Van Orsow, Solid Waste/Recycling Coordinator FROM: Dave Van De Weghe, Planning FOR DRC MTG. ON: 5/3/2018 Internal completeness review FILE NUMBER (s) : 18-101651-00-UP ' RELATED FILE NOS.: 17-104658-00-PC PROJECT NAME: VALVOLINE INSTANT OIL CHANGE PROJECT ADDRESS: 34275 Pac Hwy S ZONING DISTRICT: CE PROJECT DESCRIPTION: 1,668 square foot building and associated site improvements. LAND USE PERMITS: UP II PROJECT CONTACT: CHRIS DULEY, CHRISTOPHER.DULEY@VALVOLINE.COM MATERIALS SUBMITTED: Site plan Elevations RECEIVED APR 18 7818 GiiY OF FEDERALLE P 4k. EMr CITY OF MMMUN1N Federal Way MASTER LAND USE APPLICATION DEPARTMENT OF COMMUMW DEVRLOMENr 33325 8"' Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 ++1vw.ci +rrfli:dcrolwa .cnm APPLICATION NO(S) 1S — ) t) I (OSI — 0" 0 1 Date Project Name Valvoline Instant Oil Chan e Property Address/Location 3427 Pacific Hi -l.wa South Federal Way. WA. 98003 Parcel Number(s) 379790-0020 Project Description New ound u 2 ha Valvoline Instant Oil Chan e Type of Permit Required Annexation _Binding Site Plan _Boundary Line Adjustment _Comp Plan/Rezone _Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) x Process II (Site Plan Review) Process III (Project Approval) _ Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) _Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CC - Contrncrcial ntcr Zoning Designation CE. Comprehensive Plan Designation Value of Existing Improvements 800,000 Value of Proposed Improvements International Building Code (IBC): S-1 Slooage Occupancy Type V-B Construction Type Bulletin 4003 —January 1, 2011 Applicant Name: Valvoline Instant Oil Change - Chris Duley Address: 100 Valvoline Way City/State: Lexington, KY Zip: 40509 Phone:859-357-2073 Fax:866-268-7511 Email: christ er.d ley@salvolinc.com Signature: � � . [CC�tt Agent (if di Name: Jeff Lonchor Address: 2800 Corporate Exchange Dr. Suite 160 City/State: Columbus, OH Zip: 43231 Phone:614-942-3017 Fax: Email: lonchor c soinc.com Signature: ;jy,-ram Owner Name: KC Investments LLC Address:C/O Kuecker Wendal PO Box 3482 City/State: Federal Way, WA Zip; 98063 Phone:253 83$l01(01 Fax: Email: IGUBt;kXB+' Ct9mt u6r Signature: / A J A Page 1 of 1 k.Wandouts%Master Land Use Application RESUE�\'�ED JUN 12 2013 caMY o�4OE Disclaimer VIOC is providing the following information as an example of how VIOC has interpreted and attempted to implement programs, processes, and procedures that would ensure compliance with applicable regulations and operating requirements, and is being provided based on a request for information. While VIOC believes these programs, processes, and procedures meet the intent of the applicable regulations and requirements, VIOC cannot guarantee and VIOC makes no representation that the referenced programs, processes, or procedures to be suitable, appropriate, or applicable to your operations. Regulations and operating requirements may be modified by state or local rules and regulations and may vary based on location design or layout, so the example we have shared may be inapplicable to your location. As a reminder, each franchisee is solely responsible for its compliance with applicable laws and regulations. Accordingly, VIOC strongly encourages you to consult with your legal counsel or environmental consultant to determine whether or not your proposed local programs, processes, or procedures are compliant with applicable laws, rules, and regulations for your operation. SPILL PREVENTION CONTROL, COUNTERMEASURE AND SPILL CONTINGENCY PLAN (SPCC) Prepared For Business Name Market "XXX" Service Center XXXXXX Street City, State, Zip Phone Number Including Area Code Prepared by Firm / Group A copy of the SPCC Plan shall be available (where) 2 SPILL PREVENTION CONTROL & COUNTERMEASURE SPILL CONTINGENCY PLAN TABLE OF CONTENTS Spill Prevention Control and Countermeasure Plan Table of Contents SPCC Cross Reference Table Purpose Section 1 - General Facility Information Plan Certification and Management Approval Certificate of Applicability Substantial Harm Criteria Amendments Section 2 — Oil Storage and Handling Bulk and Container Storage Piping Material Inventory Potential Spills - Prediction and Control Section 3 - Preventive Maintenance Section 4 - Transfer Operations Section 5 - Personnel Training Emergency Response Procedures Action Procedures Spill Response Table - Delegation of Duties Spill Response Alert Procedure Company Spill Reporting Information Amendments Site Drawings Page i ii 1 2 3 4 5 6 6 6 7 8 11 13 13 14 15 16 17 18 20 General General 112.1 b 112.1.2 (ii) 112�d)( 112.4 a 112.5 b 112.6 a 112.7 112.7(a) I 112.7(a)2 112.7(a)3 112.7 a 3 i 112.7(a)3(ii) 112.7 a 3 iii 112.7(a)3(iv) 112.7(a)3 v 112.7(a)3 v 112.7 a 112.7(a)5 112.7 b 112.7(c) 112.7 e 112.7(f) 112.7 1 112.7 2 112.7(g)3 112.7 4 112.7 5 112.7(h)1 112.7(h)2 TABLECROSS REFERENCE U.S. Environmental Protection Agency U.S. EPA) Regulation, 40 CFR 112 Facility Information I Section 1. General Information Dnerator and Owner Addresses/ phone numbers I Section 1. General Information General mplicability Applicability: storage capacity>1320 gal, container size 55 gal or larger. Procedures for inspection and testing Spill reporting to EPA Regional Admin. Plan review at least once eve 5 ears. Self Certification General Requirements - cross reference Discussion of the facility's conformance Comply with all applicable requirements Describe the physical layout and include a facility Type of oil in each container and capacity. Discharge prevention measures, including procedures for routine hand I i n of roducts. Dischar a or drainage controls Countermeasures for discharge discovery, response and cleanup. Methods of disposal of recovered materials. Contact list and phone numbers. Information and procedures to r art a discharge. Organize portions of the plan describing (spill) nrocedures so it is readily usable. _ Appropriate containment and/or diversionary structures to prevent a discharge. Inspections, test and records. Personnel, training, and discharge prevention - valves pumplmotor starter controls - can or blank out of service pipi 0G4W IL - la�ua� &A -Lldfi Tank car/truck loading/unloading - drainage & containment. Tank car/truck loading/unloading - disconnect 112.7(h)3 Tank car/truck loading/unloading - inspect all outlets before departure. I I2.7(i.) Brittle Fracture evaluation of field erected ASTs after repair, alteration, etc. Purpose Section 3. Preventive Maintenance Alert Procedure \ Amendments Section 1. General Information SPCC Cross reference \ Certification Management Approval \ Attachment Action Items Management Approval \ Attachment Action Items Section 1. General Information / Attachment Potential Spill Prediction and Control Section 4. Transfer operations Section 4. Transfer Action Procedures Action Procedures Alert Procedures Alert Procedures / Attachment Form 7032 See Action Plan and Delegation of Duties Potential Spills Prediction and Control Potential Spills Prediction and Control Section 3 & Appendix Section 5. Personnel Training Section 3 Preventive Maintenance c Section 3 Preventive Maintenance.Lc Section 3 Preventive Maintenance c Section 3 Preventive Maintenance Lc Section 3 Preventive Maintenance Lc Section 4 Transfer Operations Section 4 Transfer Operations Section 4 Transfer Operations Not Applicable m •I C SECTIONI 'INN SPCC SPCC DESCRIPTION PLAN REFERENCE 112.70) Discussion of conformance with any additio-77 Special State requirements will be added to this discharge prevention and containment procedures plan as defined in the State Laws and required by any State rules, regulations or Regulations. guidelines. 112.8(a) Meet the general requirements for the Plan listed Cross-reference. under Sec. 112.7 and the specific requirements in Sec. 112.8. 112.8(b)1 Facility Drainage - Restrain drainage from diked Section 2. Bulk and Container Storage story a areas §y valves... 112.8(b)2 Facility Drainage - Use valves of manual, Section 2. Bulk and Container Storage 112.8())3 Facility Drainage - Design drainage from undiked Section 2. Bulk and Container Storage areas with a potential for discharge - - - 112.8(b)4 Facility Drainage - If not (b)3, then a diversion Section 2. Bulk and Container Storage system that would retain oil at the facility. 112.8(b)5 Facility Drainage - Redundant pumps if pump Not Applicable transfer is utilized. 112.8(c) l Bulk Storage Containers - Compatible material. Section 2. Bulk and Container Stara e 112.8(c)2 Bulk Storage Containers - Secondary containment. Section 2. Bulk and Container Storage 112.8(c)3 Bulk Storage Containers - Storm water drainage Not Applicable secondary containment is,under from secan containment. roof. 112.8(c)4 Bulk Storage Containers - Completely buried, Section 2. Bulk Container Storage protect from corrosion. 112.8(c)5 Bulk Storage Containers - Partially buried or Section 2. Bulk Container Storage buriedprotect from corrosion. I I2.8(c)6 -completely Bulk Storage Containers - Integrity testing on a Section 3. Preventive Maintenance (b) Integrity regular schedule and after material re airs. Inspections. 112.8(c)7 Bulk Storage Containers - monitor steam return Not Applicable lines on internal heating coils. 112.8(c)8 Bulk Storage Containers - High level alarm and/or Section 4. Transfer Operations automatic liquid level gauge and regular testing of 112.8(c)9 same. Bulk Storage Containers -- Observe effluent Section 3. Preventive Maintenance (a) Visual treatment facilities frequently enough to detect a Inspections, Oil Water Separator. leak. 112.8(c)10 Bulk Storage Containers - Promptly correct visible Section 3. Preventive Maintenance 112.8(c) l l Bulk Storage Containers - Position or locate Mobile See Section 2. Bulk and Container Storage or Portable oil storage containers to prevent discharge, including providing a secondary means of containment. 112.8 d 1 Facility Transfer ❑ erations - Buried piping Section 2 Piping 112.8(d)2 Facility ransfer Operations - Cap or blank flange Section 2 Piping piping that is not in service. 112.8(d)3 Facili N Transfer Operations - Pipe supoorts Section 2 Pi in 112.8(d)4 Facility Transfer Operations - Regularly inspect all Section 3 Preventive Maintenance (a) Visual aboveground valves, piping and appurtenances. Inspections 112.8(d)5 Facility Transfer Operations - Warn all vehicles Section 3 Preventive Maintenance (a) Visual entering the facility that could endanger Inspections aboveground piping or other oil transfer operations. iii PURPOSE The following document is designed to help (Business) prevent the release of oil and to comply with regulations and guidance set forth in 40 CFR 112 and 40 CFR 109, and is to be followed by company personnel when dealing with oil spill emergencies. It is the intent of (Business) to comply with all applicable regulations pertaining to Spill Prevention, Control and Countermeasure (SPCC) Plans and Spill Response Plans. Therefore, based on the size of a (location) and the maximum volume of oil the (location) contains at one time, the SPCC and Spill Contingency Plans were compiled to apply specifically to the oil change industry. SPCC rules apply to containers 55 gallons and greater. The prevention of oil spills is a primary objective of (Business) in all our operations, and this objective can best be accomplished through good housekeeping, adequate equipment, proper maintenance, and personnel adhering to proper operation procedures. If an accidental spill does occur, it will require the immediate coordination efforts of various company personnel and perhaps, the assistance of outside agencies. The purpose of this SPCC and Spill Contingency Plan is as follows: (1) To set forth procedures for preventive maintenance operations to be followed by company personnel; • Prevent spill or leak from occurring (2) To provide appropriate designation of authority for the assignment of jobs to prevent an oil spill; (3) To provide an indication of priority and importance to a list of jobs that must be done when oil is spilled; ■ Respond with quick and effective spill containment procedures; (4) To provide communication patterns to assure coordination of efforts; (5) To provide reference materials to those responsible for various duties arising as the result of a spill. It is our goal to, as practicable as possible, limit damage to property, wildlife or the environment from such a spill or release. The plan will be modified, as there is a change in the facility design, construction, operation, or maintenance that materially affects its potential for a discharge. SPCC rules require that the plan be reviewed every five years. 1. GENERAL FACILITY INFORMATION 1. Name of facility: Business Name 2. Type of facility/description: Vehicle oil change center Date of initial operation: Date location opened under current ownership 3. Location of facility: Street City, State, Zip Phone Number including Area Code 4. Name and address of owner or operator: Name: Name Address: Street City, State, Zip Phone: Phone Number including Area Code 5. Designated person accountable for oil spill prevention at facility:. Name and Title: Name and Title Phone Number including Area Code 6. Facility reportable oil spill history is maintained (where) and is available upon request. 7. Fixed and general oil storage is presented in the "Potential Spills -- Prediction And Control" section. 8. A facility diagram is presented in the Attachment. The diagram shows the location of all fixed tanks and direction of runoff. 2 Business Location Identifier (Store Number or other designation) (Business) SPCC Plan Management Certification: In accordance with 40 CFR 112.6 (a) I attest: 1. I am familiar with the requirements identified within this plan. Our SPCC Subject Matter Experts (SME) are familiar with our facility and identified within this plan the applicable regulations, procedures, and inspections. 2. I have visited and examined the facility. 3. The plan was prepared by our SME in accordance with accepted and sound industry practices and SPCC regulatory requirements. 4. The spill prevention, containment and countermeasure procedures, and inspections as described by this plan are implemented. 5. Less than 10,000 gallons of oil is stored on site. 6. The facility has not released 1,000 gallons of oil or had two 42 gallon releases within a 12 month period over the past 3 years. 7. Full containment is provided for oil containers 55 gallons or larger. 8. This plan and individual responsible for implementing the plan have full approval of (Business) management to commit the necessary resources to fully implement the plan. Manager Signature: Name: Date: Next Five* Year Plan Review Date: (Date) Note: An updated Engineering Review is required when the plan will be modified, as there is a change in the facility design, construction, operation, or maintenance that materially affects its potential for a dischMe. * SPCC regulations require a five year review. Revisions to the Plan, if any are needed, are made within six months of this five-year review. (Business) will implement any amendment as soon as possible, but not later than six months following preparation of any amendment. In compliance with 40 CFR 112.20 (e), (Business) has evaluated the applicability of the substantial harm criteria listed below and has completed the required certification. (40 CFR 112, Appendix C, Attachment C II) Facility Name: Business Name Facility Address: Street Ci State 1. Does the facility transfer oil over water to or from vessels and does the facility have a total oil storage capacity greater than or equal to 42,000 gallons? Yes_ No 2. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and does the facility lack secondary containment that is sufficiently large to contain the capacity of the largest aboveground oil storage tank plus sufficient freeboard to allow for precipitation within any aboveground oil storage tank area? Yes _ No , 3. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is the facility located at a distance (as calculated using the appropriate formula in Attachment C- III to this appendix or a comparable formula {1)) such that a discharge from the facility could cause injury to fish and wildlife and sensitive environments? For further description of fish and wildlife and sensitive environments, see Appendices I, II, and III to DOCINOAXs "Guidance for Facility and Vessel Response Plans: Fish and Wildlife and Sensitive Environments" (see Appendix E to this part, section 10, for availability) and the applicable Area Contingency Plan. Yes No , 4. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is the facility located at a distance (as calculated using the appropriate formula in Attachment C- III to this appendix or a comparable formula{ 1 }) such that a discharge from the facility would shutdown a public drinking water intake(2)? Yes_ No 5. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and has the facility experienced a reportable oil spill in an amount greater than or equal to 10,000 gallons within the last 5 years? Yes _ No CERTIFICATION I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document, and that based on my inquiry of those individuals responsible for obtaining this information, I believe that the submitted information is true, accurate, and complete. Signature Name (please type or print) Title 4 Amendments A log of plan amendments is provided in the attachment. An SPCC Plan is not required to be filed with the US EPA, but a copy must be available for on - site review by the Regional Administrator (RA) during normal working hours. The SPCC Plan must be submitted to the US EPA Region and the state agency along with the other information specified in Section 112.4 (a) if either of the following occurs: 1. The facility discharges more than 1,000 gallons of oil into or upon the navigable waters of the United States or adjoining shorelines in a single spill event; or 2. The facility discharges oil in quantities greater than 42 gallons in each of two spill events within any twelve month period. The following spill information must be submitted to the RA within 60 days if either of the above thresholds is reached. This report is to contain the following information (112.4 (a)): 1. Name of the facility. 2. Name 6f the individual submitting the information. 3. Location of the facility. 4. Maximum storage or handling capacity of the facility and normal daily throughput. 5. The corrective actions and/or countermeasures taken, including adequate description of equipment repairs and/or replacements. 6. Description of the facility including maps, flow diagrams, and topographical map.. 7. The cause(s) of such spill(s), including a failure analysis of system or subsystem in which failure occurred. 8. Additional preventive measures taken or contemplated to minimize the possibility of recurrence. 9. Such other information as the Regional Administrator may reasonably require that is pertinent to the plan or spill event(s). SPCC regulations require a five year review. Revisions to the Plan, if any are needed, are made within six months of this five-year review. (Business) will implement any amendment as soon as possible, but not later than six months following preparation of any amendment. 112.3(d). SECTION 2 - OIL STORAGE AND HANDLING BULK AND CONTAINER STORAGE MEMEr- All bulk tanks and containers are stored in a manner to prevent the release of oil to the environment. (Business) lubricant oils are non -corrosive and are stored in containers made of compatible materials. All tanks are shop built and located inside the service centers under roof to minimize corrosion. (Business) utilizes two primary systems to contain bulk tanks. The (Business) site specific containment is described in the tank and container Potential Spills Prediction and Control Table located below: - Aboveground tanks are located as designated in the Potential Spills Prediction and Control Table. This table specifies the type of containment provided for the tanks. Secondary containment is provided by a containment structure, double walled tanks, contained basement with no discharge or basement contained with a constant pressure discharge switch. All dedicated secondary containment areas will be manually pumped or drained by manual valve that is in the closed position except for removing water. 55 gallon containers are located either inside (Business) or located inside contained storage sheds where permitted by code. Containers located inside the service center are contained by secondary containment walls; berms, contained basement with no discharge or basement contained with a constant pressure discharge switch. If drums are inside a storage sheds full containment shall be provided. See the action list for corrective measures. SPCC regulations require that secondary containment be provided by July 1, 2009 for all- oil containers and tanks, 55 gallons or greater in volume. With few exceptions as noted below, all piping is aboveground and indoor. The piping is installed in oil gun islands and in the lower part of the pit to minimize the potential for a vehicle to damage the piping or service equipment. The piping is inspected in accordance with the preventive maintenance procedure in Section 3. All piping is installed to minimize the potential for a release. Very few (Business) sites have buried piping, but those that do, have double walled piping to prevent a release of product. All piping fill ports or open pipe ends are flanged or capped when not in use. 6 Material Inventor-,, Chemical Name Product Name CAS Number Oil \ Aliphatic Hydrocarbons Motor Oil & Lubricants Various T es None Oil \ Aliphatic Hydrocarbons Used Oil None Methanol \ Water Window Wash Solutions 67-56-1 Anti Freeze \ Spent Anti - Ethylene Glycol Freeze 107-21-1 Material Safety Data Sheets (MSDS) for all inventoried products stored at this facility are on file at this location (or any additional locations). MSDS sheets for non -inventoried materials are maintained electronically in the POS or in the "Compliance Manual". 7 o � c o cd cd cd cd Cd cd cd A 3 0 0 0 o o o o o 0 0 �wAwsrlr�AwAr�AwAw a) 'cd cd (a) cd O cd cd a) Cd -C� 0 cd cad cd cd cd cad 4° 424 40. 40. a 0 ❑ v a) 0 0��� ai N M Q. '0 C O a�, Cd r- M ccdd Lt cd cd ate , �, Q.� al M al Cd o z o o as o v r4 u N o r. Cd g Cd to o U U o U 0 0 U 0 0 U 0 o U U o U o U O O O C Orn 0C/1 OCn OCn OVA OUn OU/ b � C) C) C) O o s U 0 �-4 00 4� O rh C C O � u y �a Em O w cd cd R cd y .� cd U cd O O Q U . cd Q N � Cd Cd � bA N a u 42 cd v CL O N U - .. c r a E o C: N N 0 3. PREVENTIVE MAINTENANCE The following procedures have been established as a preventive maintenance and pollution prevention tool. The purpose is to maintain equipment in an optimal working condition and prevent potential risk of a release into the environment. When a problem is detected it is to be immediately corrected by repairing or taking the tank out of service and removing any accumulation of oil. The corrective actions shall be communicated as warranted by the nature of the corrective actions. a. Visual Inspections: The (Manager) or his designee is responsible for ensuring that bulk storage tanks, portable storage containers and secondary containment located at the service center are in good condition at all times. In accordance with 40 CFR 112.8(c)(10) all leaks and drips are corrected through appropriate equipment maintenance. Documented weekly visual inspections are conducted to assure all leaks and drips are identified and corrected. Service Center personnel will visually inspect each tank. (active and inactive) and containers 55 gallons or larger located at the facility using (method). Completed inspection forms are maintained for three years in accordance with 40 CFR 112.7(e) (where). Tank and Containment System (Monthly Inspection) i) All sides of aboveground storage tanks (ASTs) will be checked: • for corrosion, pitting, valve leaks, seam leaks and weakness; The associated pipes will be thoroughly checked: • for dry -rotting, cracking, and loose connections; The containment wall, if applicable, will be checked: ■ for loose bricks, cracks, holes in the wall, seam cracks, and seams between floor and wall; iv) The containment area or tank locations will be checked for: • water or product in the area, find source and stop leak; Used Oil Tank Level and oil/Water Separator Inspection: To prevent costly and dangerous overfill problems with the used oil tank, a checklist has been established for daily used oil tank gauging. Each day the used oil tank will be gauged and recorded electronically. The electronic records are available from (Business? Where?) upon request and will be maintained for 3 years.. Oil/Water Separator is checked weekly and skimmed free of oil as required. The date of skimming, volume skimmed, and person responsible is recorded each week.' 11 Spill Containment Kit: (Quarterly Inspection) To verify that this location has the appropriate spill containment equipment, the spill kit will be checked quarterly using the checklist located (Where). b. Integrity testing: Integrity testing or equivalent environmental protection of storage tanks and portable containers 55 gallons and larger is required by 40 CFR 112.7(c)(5). For certain shop -built containers with a shell capacity of 30,000 gallons or under, EPA considers that visual inspection provides equivalent environmental protection to integrity inspections when accompanied by certain additional actions to ensure that the containers are not in contact with the soil. These actions include elevating the container in a manner that decreases corrosion potential and makes all sides of the container, including the bottom, visible during inspection. All (Business) tanks are shop built with capacity of less than 30,000 gallons and are elevated to allow inspections on all six sides. Tanks or containers showing visual signs of corrosion, pitting or potential leaks shall be replaced or undergo an in-service inspection. C. Security: Each facility is equipped with an emergency communication system and remains locked during closed hours. Surveillance cameras are also used at the facility 24 hrs a day to deter theft or damage to the property. Drums and tanks are located inside the building within containment. d. Spill History - 40 CFR 112.7 Copies of significant spill reports and recent spill prevention evaluations are available from the (Where). 12 TRANSFER4. OPERATIONS During all transfer operations of bulk and used oil, the following operations are to be used by all (Business) personnel and the bulk oil contractors. • Verify that the tank or collection truck has the capacity to hold the volume of oil being transferred. • During the transfer no one will be allowed in the vehicle and the brakes must be set. ■ Make the correct connections at all valve locking terminals; • In accordance with 112.8 (iv) a person must observe the direct vision gauge or the level in the tank when product transfer is made. a When using a hose reel and nozzle dispenser (Who) will ensure that the product is dispensed to the correct tank and that all transfers are conducted in paved areas. • Used oil collection drivers shall locate their vehicle as close as possible to the service bays to minimize hose sections located outside the contained area. Used oil transfers shall be conducted with a suction pump to minimize a release of product in the hose which will be contained on the pavement or in the building. ■ Ensure there are no line, terminal or valve leaks; ■ The drivers conducting the transfers shall assure all lines are disconnected and any drips are cleaned up prior to departing. In the event of a bulk oil overflow or valve/line leak (Who) must ensure that the driver corrects the problem, contains the spilled material, and contacts the appropriate management personnel. Furthermore, the driver is responsible for cleanup costs and procedures. All transfers shall be conducted over paved areas. PERSONNEL TRAINING Spill prevention and response training starts with new employee's receiving training on spill notification and prevention. They are also trained through (Training Method) on the use of the spill kit, emergency response numbers, high-level alarms, groundwater management, oil water separator inspections, and housekeeping. (Training Method) contain a section on "Accidental Release Measures." Every manager will review the SPCC Plan on an annual basis, and train the service center employees on spill prevention, proper spill notification and cleanup procedures through (Process). 13 ACTION PROCEDURE Appropriate actions (to control, contain, notify, remove, clean-up and properly dispose of spills) are to begin immediately whenever a spill is reported by an employee. The immediate responsibility for these actions rests with the ranking company employee on the scene. If the spill presents a fire or safety hazard the employees will verbally notify all employees to evacuate the facility before proceeding with the following actions. Responsibility will move to higher levels of management depending upon the size of the spill, the ability of local units to control it and the potential for damage. 1. Find source of spill and stop the release 2. Contain spill within building or on Site (Use Spill Kit for larger spills) 3. Contact (Appropriate Management to include who will be making Agency Notifications) 4. (Business) will provide spill cleanup contractor if necessary 5. Find outfall of storm sewer to assure oil was not released off -site. 6. Check and skim oil water separator. 7. Arrange security of site and drive if oil has potential to exit lot. 8. Work with (Business) on proper waste disposal 9. Complete Spill Prevention and Analysis Summary and submit to (Whom) When a spill meets the following criteria, (Who) must be called within the first fifteen (15) minutes of detection. All spills, any volume, which occurs outside the building or exits' the building and enters the environment must be reported immediately. • All spills which occur within the service center and are greater than 5-gallons must be reported to (Whom) immediately. Records It is important to keep a written record of all clean-up operations and decisions. These will be needed if the service center is found responsible for the spill and/or damages caused by the spill. The cost for clean-up of a spill can be extremely high. Every action taken and every piece of material, machinery or personnel used must be recorded to assure proper cost documentation. On major spills, a risk management file should be utilized to perform this function. 14 TABLE 1 1 Size of Spill Responsibility Minor Medium - Large 25 gals or less 25 or greater 1 Find source of spill and stop. 2 Contain spill within building.* 3 Contact EH&S personnel. 4 Alert management of situation. 5 Notify Appropriate Fed, State and Local agencies. 6 Contact spill cleanup contractor 7 Find outfall of storm sewer. 8 Notify Sewer Department or Water users 9 Setup command post 10 Arrange security of site. 11 Contact Risk Management Services. 12 Arrange for local lab service 13 Waste Disposal * When a spill exits the building, or a spill has occurred outside the building, you must immediately notify (Who) (How). 15 i SPILL RESPONSE The vast majority of potential spills will be contained within the service center by use of secondary containment and spill containment equipment readily available to all personnel. in the event that a spill extends beyond the interior of the service center building, or the spill occurs outside the building, the (Manager) shall follow the protocol established in Table 1 Initial surveys have indicated that the following areas would be key set-up locations to contain the spill: 1) If a tank/drum/container releases a regulated substance, the initial objective would be to contain the substance within the building by utilizing absorbent socks to contain material at bay doors. 2) If material does exit the building or the spill occurs outside the building, any storm sewers, storm drains, creeks, or streams should be protected with the use of a readily available spill kit. 3) Bulk oil transfer locations are important containment areas. A spill kit should be readily available for these areas. Special/SafetySpecial/Safety Procedures The safety of (Business) employees and other personnel and the safety of individuals who arrive later on the scene of an oil spill must be considered before any action is taken. Safety should always receive first billing before any decision making process is undertaken. Personnel responding to a spill should not risk personal injury under any circumstances. (Business) Person In Charge must assess the situation and coordinate activities accordingly. Material Safety Data Sheets for all products stored at this facility are on file at this location or (Where). MSDS for non -inventory items are electronically available on the POS system or (Where). 16 ALERTPROCEDURE This alert procedure will become effective immediately upon the observance of an oil spill from a company installation of any kind which could possibly pollute a river, the river banks or which could damage fowl or endanger any property or wildlife. I. MANDATORY NOTIFICATION NUMBERS: (1) In the event of an oil spill, the on -scene coordinator in charge of all spills at the facility, after taking steps to stop the source of the spill, must call or delegate someone to immediately call the (Who): (Contact Number) The (Business) will request the information listed on page 18 and then notify the appropriate company personnel. * Emergency Response Coordinators will provide assistance in contacting the following agencies, contractors, and personnel. (2) (Who) will notify the National Response Center: National Response Center: 1-800/424-8802 Provide similar information to the operator as required in (1). (3) ENVIRONMENTAL AGENCIES: EPA Regional Office: Region (Need Region # here) — (Phone including area code) (State) Dept of Environmental Protection (4) LOCAL EMERGENCY NUMBERS: Fire/Police/Ambulance — 911 II. OTHER EMERGENCY PHONE NUMBERS: (1) Local Spill Control Contractor: (2) Manager: (3) Manager: (4) (Other): (5) (Other) (5) Local Emergency Planning Commission: (6) Municipal Wastewater Treatment Plant 17 Phone including area code (Name) (Phone) (Name) (Phone) (Name) (Phone) (Name) (Phone) (Phone) (Phone) Emergency Operator Spill Information Request INITIAL INFORMATION: - Date - Time reported Time occurred Individual reporting Location and address of spill Phone - Severity of spill Employee injuries Source of incident Cause of incident Volume of release Drains, waterways or soil impacted - Person spill was reported to Weather conditions 19 APPENDIX 20 AMENDMENTS Amendment or Personnel, Physical, or Amendment Location in SPCC Review Date Operational Change Contingency Plan Next Five Year Plan Review Date: 1. None !ction Items 21 E S 0 =ti' STORMWATER MANAGEMENT PLAN Valvoline Instant Oil Change Federal Way, King Co. WA 03 April 2018 u u n u n TABLE OF CONTENTS STORMWATER MANAGEMENT PLAN I. Project Narrative II. Existing Drainage Conditions III. Proposed Drainage Conditions IV. Stormwater Runoff Control V. Stormwater Quality Control APPENDICES A. Grading Plan B. Tributary Area Maps C. Stormwater Hydrographs D. USDA NRCS Web Soil Survey I. Project Narrative Valvoline Instant Oil Change is proposing a new commercial site construction, consisting of a 1,664 square -foot instant oil change facility, dumpster enclosure and the associated parking lot. The project site is located within Parcel #3797900020 in the city of Federal Way, King County, Washington. The project area is bound to the north by an O'Reilly Auto Parts, and to the east by a private shared access drive, to the south by a Taco Bell, and to the west by Pacific Highway South. The proposed Valvoline Instant Oil Change site will have a total site area of 0.67 acres, with 0.61 Acres of the lot being disturbed. II. Existing Drainage Conditions The existing site is an empty lot with gravel and shrubs across the site. The site falls from the north of the site to south/southwest, with elevations ranging from 286 to 278. Constructed stormwater drainage systems adjacent to the site in the O'Reilly's shared access drive, in the shared access drive to the east, as well as along Pacific Hwy. Runoff from the existing site drains into the Pacific Hwy drainage system, or is retained on site and is presumed to be infiltrated. III. Proposed Drainage Conditions The proposed building will be constructed in close proximity to the north property line, with proposed curb -front parking being added along the shared access drive with O'Reilly's. Additional circulation drives to facilitate the 'drive-thru' service center, which will gain access to the site from the existing shared access drive to the east. Stormwater runoff from the surfaces will be directed towards a proposed stormwater drainage system, which will all be routed to the proposed Stormwater Management Basin in the southwest of the site. Roof drainage will be collected by downspouts and will be conveyed to the on -site system as well. The on -site storm system will include the construction of a sand filtration detention basin which will be utilized for the required stormwater quantity and quality for the entire parcel, as discussed in Section IV. Please refer to Appendix A for a detailed Site Grading Plan and Storm Details and Section IV for additional discussion. IV. Stormwater Runoff Control Per the King County Surface Water Design Manual (KCSWDM), as well as conversations with Ann Dower, the proposed Valvoline Site is in a Conservation Flow Control Area. Conservation Flow Control Areas are subject to Level 2 flow control, which is defined as to match developed discharge durations of predeveloped durations for the range of predeveloped discharge rates from 50% of the 2-year peak flow up to the full 50-year peak flow. Post -developed discharge rates much match pre -developed discharge rates for the 2- and 10- year return periods. The pre -developed conditions used for this site were considered to be fair "forested" as the existing conditions to determined the pre -developed curve number for the site. The pre -developed peak discharge rate for the site is 0.000 cfs for the 2-yr storm event. Therefore, it was determined that the post -developed stormwater runoff would have to be detained and infiltrated on -site. In order to accommodate the 0.00 cfs post -developed discharge rate, stormwater will be collected by the on - site storm sewer system and be detained within a surface stormwater management basin with a sand filter bottom for water quality. The proposed Valvoline site has been divided into two catchment areas: Area A consists of the planned construction (Valvoline and Detention area); Area B consists of the ADA parking area, unable to be detained on -site due to site constraints. It was assumed that the O'Reilly Auto Parts catch basins to the north of the site will be able to take on the small amount of increased impervious area. The detention basin has been sized to hold above the 100-Yr storm elevation, to allow for proper infiltration through the sand filter. See Appendix C for Tributary Area Maps outlining the coverage and runoff areas as depicted in the tables below. Table 4 0 Existing Site Conditions . Sail Name & Group Cover Description CN I Area (acres) Area Everett-Alderwood Gravelly Sandy Grass — Good 36 0.573 20.48 Loams (EwC) — HSG A Impervious 98 0.00 0.00 --- Totals 0.573 20.48 total product 20.48 CNusea = _ 36 totaI area 0.573 Table 4 1 Proposed Runoff Coefficients - Area A ftuXWm& Group Cover Description CN Area (acres) ICNA Area Everett-Alderwood Gravelly Sandy Loams (EwC) — HSG A Grass — Good 68 0.216 14.69 -- Detention Basin 100 0.059 5.9 --- Impervious 98 0.281 27.54 Totals 0.573 48.13 total product CN.sea = total area _ 48.1.3 _ 0.573 - 83.99 = 84 Tnhln d 9 prnnnearl Rnnnff Cnaffir-iants - Area R . Sox-! figift A GroupM Descrip CN Area (acres) CNX Area Everett-Alderwood Gravelly Sandy Grass - Good 68 0.00 0.00 Loams (EwC) — HSG A --- Impervious 98 0.017 1.67 Totals 0.017 1.67 total product 1.67 _ 98 CNusea = total area 0.017 In order to achieve the proper infiltration as well as storage, the basin has been sized to hold above the 100-yr storm. The 100-yr storm elevation is 277.38, while the top of the basin bank is at an elevation of 278.00. An emergency overflow catch basin outlet structure has been provided to route all stormwater above the 100-yr storm. The outlet structure is a Washington State DOT 2x2 catch basin with a "jail house window'opening in the basin side. The opening within the side of the catch basin will be placed at the elevation of 277.38 so that all storm events above the 100-yr storm will be captured and routed into the City of Federal Way storm systems, thus not flooding the surrounding areas. Refer to the Appendix C for detailed hydrographs. V. Stormwater Quality Control Per the King County Surface Water Design Manual (KCSWDM), as well as conversations with Ann Dower, the proposed Valvoline site is in an Enhanced Basic zone, requiring enhanced water quality treatments through Best Management Practices (BMPs). The Enhanced Basic WQ treatment goal is to accomplish better removal of heavy metals and potentially other toxic materials, while still meeting the basic treatment goal of 80% Total Suspended Solids (TSS) removal. The specific target performance is >30% reduction of dissolved copper and >60% removal of dissolved zinc. Per Chapter 6 of the KCSWDM, Water Quality Design, a Large Sand Filter is Enhanced Basic Water Quality Option 1 and will provide the necessary treatment for the proposed Valvoline site. Refer to Appendix A for a Large Sand Filter Detail. Proposed Area 'A' will all be infiltrating through the provided sand filter/detention basin, while Proposed Area 'B' will be draining into the O'Reilly Auto Parts storm system, thus the entire Valvoline site will be provided proper water quality treatment. APPENDIX A GRADING PLAN AND STORM DETAILS I s , e E) E) Pmn Flo ffff �g e r zu ? ® Y 5 " m VALVOLINE INSTANT OIL CHANGE PAC FIC HIGHWAY SOUTH eueo.aa.�s+c..nrrr FEDERAL WAY. WA. 98003 __j § - ,( ) / | \ ) § j\� ® %Y § ' o ,;;§■!!) I n §� v maem�Ta CHANGE)� �� .■PACIFIC HIGHWAY ?o3 cEso APPENDIX B TRIBUTARY AREA MAP 11 r CESO4*0 APPENDIX C STORMWATER QUANTITY HYDROGRAPHS 1 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 1 Pre -developed Hydrograph type = SCS Runoff Peak discharge Storm frequency = 2 yrs Time to peak Time interval = 2 min Hyd. volume Drainage area = 0.580 ac Curve number Basin Slope = 0.0 % Hydraulic length Tc method = User Time of conc. (Tc) Total precip. = 2.10 in Distribution Storm duration = 24 hrs Shape factor Pre -developed Q (cfs) Hyd. No. 1 -- 2 Year 1 Tuesday, 04 / 3 / 2018 = 0.000 cfs = n/a = 0 cuft = 36 = 0 ft = 10.00 min = Type II = 484 Q (cfs) - 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 - 0.03 0.03 - 0.02 0.02 -' 0.01 0.01 1 0.00 0.00 0.0 0.3 0.7 Hyd No. 1 1.0 1.3 1.7 2.0 Time (hrs) Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2018 by Autodesk, Inc. v12 Hyd. No. 2 Pr. Area 'A' Hydrograph type = SCS Runoff Peak discharge jStorm frequency = 2 yrs Time to peak I Time interval = 2 min Hyd. volume Drainage area = 0.555 ac Curve number Basin Slope = 0.0 % Hydraulic length Tc method = User Time of conc. (Tc) Total precip. = 2.10 in Distribution Storm duration = 24 hrs Shape factor Pr. Area 'A' Q (cfs) Hyd. No. 2 -- 2 Year 2 Tuesday, 04 / 3 12018 = 0.645 cfs = 12.03 hrs = 1,694 cuft = 84 = 0 ft = 10.00 min = Type II = 484 Q (cfs) 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 - 0.60 0.60 0.50 0.50 - 0.40 0.40 0.30 0.30 0.20 0.20 0.10 0.10 1-I �I 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Hyd No. 2 3 1 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2018 by Autodesk, Inc. v12 Tuesday, 043 / 2018 Hyd. No. 3 Pr. Area 'B' Hydrograph type = SCS Runoff Peak discharge = 0.042 cfs Storm frequency = 2 yrs Time to peak = 12.00 hrs 1 Time interval = 2 min Hyd. volume = 119 cuft Drainage area = 0.017 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = User Time of conc. (Tc) = 10.00 min Total precip. = 2.10 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Pr. Area 'B' Q cfs ( ) Hyd. No. 3 -- 2 Year Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.00 24 0 2 4 6 8 10 18 20 22 12 14 16 Time (hrs) Hyd No. 3 Hydrograph Report 4 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 4 Routed to Pond Hydrograph type = Reservoir Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 2 - Pr. Area 'A' Reservoir name = Detention Pond Storage Indication method used. Q (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0 Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Routed to Pond Hyd. No. 4 -- 2 Year Tuesday, 04 / 3 / 2018 = 0.000 cfs = n/a = 0 tuft = 275.36 ft = 1,694 cuft 2 4 6 8 10 12 14 16 18 20 22 24 Hyd No. 4 Hyd No. 2 [ I [ [ 11 1 Total storage used = 1,694 cuft Q (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 26 Time (hrs) 5 Pond Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Tuesday, 04 / 3 / 2018 Pond No. 1 - Detention Pond Pond Data Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 272.06 ft Stage / Storage Table Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft) 0.00 272.06 04 0 0 2.04 274.10 661 487 487 2.94 275.00 1,038 758 1,245 3.94 276.00 1,487 1, 256 2,501 4.94 277.00 2,012 1.743 4,244 5.94 278.00 2,591 2,295 6,539 Culvert / Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] [B] [C] [D] Rise (in) = 12.00 0.00 0.00 0.00 Crest Len (ft) = 3.00 0.00 0.00 0.00 Span (in) = 12.00 0.00 0.00 0.00 Crest El. (ft) = 279.00 0.00 0.00 0.00 No. Barrels = 1 1 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33 Invert El. (ft) = 272.06 0.00 0.00 0.00 Weir Type = Broad --- --- --- Length (ft) = 36.00 0.00 0.00 0.00 Multi -Stage = No No No No Slope (%) = 0.50 0.00 0.00 n/a N-Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000 (by Contour) Multi -Stage = n/a Yes No No TW Elev. (ft) = 0.00 Stage (ft) 6.00 5.00 4.00 3.00 2.00 1.00 Nate: Culvert/Odfice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s). Stage / Discharge Elev (ft) 278.06 277.06 276.06 275.06 274.06 273.06 272.06 0.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 Discharge (cfs) Total Q Hydrograph Report 6 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 5 Combined Hydrograph type = Combine Storm frequency = 2 yrs Time interval = 2 min Inflow hyds. = 4 Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 0.0 0.3 Hyd No. 5 Tuesday, 04 / 3 / 2018 Peak discharge = 0.000 cfs Time to peak = n/a Hyd. volume = 0 tuft Contrib. drain. area = 0.000 ac Combined Hyd. No. 5 -- 2 Year Q (cfs) 0.10 0.09 0.08 7 Hydrograph Repoft Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 1 Pre -developed Hydrograph type = SCS Runoff Peak discharge Storm frequency = 10 yrs Time to peak Time interval = 2 min Hyd. volume Drainage area = 0.580 ac Curve number Basin Slope = 0.0 % Hydraulic length Tc method = User Time of conc. (Tc) Total precip. = 3.00 in Distribution Storm duration = 24 hrs Shape factor 0.08 0.07 0.06 0.05 0.04 0.03 0:02 0.01 0 00 Pre -developed Hyd. No. 1 -- 10 Year Tuesday, 04 / 3 / 2018 = 0.000 cfs = n/a = 0 cult = 36 = Oft = 10.00 min = Type II = 484 Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 0.0 0.3 0.7 1.0 1.3 1.7 2.0 Time (hrs) Hyd No. 1 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2018 by Autodesk, Inc. v12 Hyd. No. 2 Pr. Area 'A' Hydrograph type = SCS Runoff Peak discharge Storm frequency = 10 yrs Time to peak Time interval = 2 min Hyd. volume Drainage area = 0.555 ac Curve number Basin Slope = 0.0 % Hydraulic length Tc method = User Time of conc. (Tc) Total precip. = 3.00 in Distribution Storm duration = 24 hrs Shape factor Q (cfs) 2.00 1.00 Pr. Area 'A' Hyd. No. 2 -- 10 Year 8 Tuesday, 04 / 3 / 2018 = 1.214 cfs = 12.00 hrs = 3,150 cuft = 84 = Oft = 10.00 min = Type II = 484 2 4 6 8 10 12 14 16 18 20 22 24 Hyd No. 2 Q (cfs) 2.00 1.00 0.00 26 Time (hrs) l Hydrograph Report " Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 3 1 Pr. Area 'B' Hydrograph type = SCS Runoff Storm frequency = 10 yrs Time interval = 2 min Drainage area = 0.017 ac Basin Slope = 0.0 % Tc method = User Total precip. = 3.00 in Storm duration = 24 hrs Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor 9 Tuesday, 04 / 3 / 2018 0.060 cfs = 12.00 hrs = 176 cuft = 98 Oft 10.00 min = Type II = 484 Hydrograph Report 10 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D0 2018 by Autodesk, Inc. v12 Hyd. No. 4 Routed to Pond Hydrograph type = Reservoir Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 2 - Pr. Area 'A' Reservoir name = Detention Pond Storage Indication method used. Q (cfs) 2.00 1.00 0.00 0 2 4 Hyd No. 4 Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Routed to Pond Hyd. No. 4 -- 10 Year Tuesday, 04 / 3 / 2018 = 0.000 cfs = n/a = 0 cult = 276.37 ft = 3,150 tuft 6 8 10 12 14 16 18 20 22 24 Hyd No. 2 [CE=l Total storage used = 3,150 cuft Q (cfs) 2.00 1.00 0.00 26 Time (hrs) 1 Hydrograph Report 11 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 5 Combined Hydrograph type = Combine Storm frequency = 10 yrs Time interval = 2 min Inflow hyds. = 4 Q (cfs 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 n nn Tuesday, 04 / 3 / 2018 Peak discharge = 0.000 cfs Time to peak = n/a Hyd. volume = 0 cuft Contrib. drain. area = 0.000 ac Combined Hyd. No. 5 -- 10 Year v 0.0 0.3 0.7 1.0 Hyd No. 5 Hyd No. 4 1.3 1.7 2.( Timi Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 i (hrs) 12 _ 1 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Tuesday, 04 / 3 / 2018 Hyd. No. 1 Pre -developed Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs Storm frequency = 25 yrs Time to peak = n/a Time interval = 2 min Hyd. volume = 0 cuft Drainage area = 0.580 ac Curve number = 36 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = User Time of conc. (Tc) = 10.00 min Total precip. = 3.40 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Pre -developed Qcfs ( ) Hyd. No. 1 -- 25 Year Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.0 0.3 0.7 1.0 1.3 1.7 0.00 2.0 Time (hrs) Hyd No. 1 Hydrograph Report 13 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Tuesday, 04 13 / 2018 Hyd. No. 2 Pr. Area 'A' Hydrograph type = SCS Runoff Peak discharge = 1.483 cfs Storm frequency = 25 yrs Time to peak = 12.00 hrs Time interval = 2 min Hyd. volume = 3,846 cuft Drainage area = 0.555 ac Curve number = 84 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = User Time of conc. (Tc) = 10.00 min Total precip. = 3.40 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Q (cfs) 2.00 1.00 w 2 4 Hyd No. 2 Pr. Area 'A' Hyd. No. 2 -- 25 Year 6 8 10 12 14 16 18 20 22 24 Q (cfs) 2.00 1.00 1 0.00 26 Time (hrs) �Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2018 by Autodesk, Inc. v12 Hyd. No. 3 Pr. Area 'B' Hydrograph type = SCS Runoff Storm frequency = 25 yrs Time interval = 2 min Drainage area = 0.017 ac Basin Slope = 0.0 % Tc method = User Total precip. = 3.40 in Storm duration = 24 hrs Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor 14 Tuesday, 04 / 3 / 2018 = 0.069 cfs = 12.00 hrs 202 cult = 98 Oft = 10.00 min = Type II = 484 Hydrograph Report 15 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 4 Routed to Pond Hydrograph type = Reservoir Storm frequency = 25 yrs Time interval = 2 min Inflow hyd. No. = 2 - Pr. Area 'A' Reservoir name = Detention Pond Storage Indication method used. Q (cfs) 2.00 1.00 0.00 0 2 4 Hyd No. 4 Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Routed to Pond Hyd. No. 4 -- 25 Year Tuesday, 04 / 3 / 2018 = 0.000 cfs = n/a = 0 tuft = 276.77 ft = 3,846 cuft 6 8 10 12 14 16 18 20 22 24 Hyd No. 2 Total storage used = 3,846 cuft Q (cfs) 2.00 1.00 0.00 26 Time (hrs) I Hydrograph Report 16 - 1 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 5 Combined Hydrograph type = Combine Storm frequency = 25 yrs Time interval = 2 min Inflow hyds. = 4 Tuesday, 04 / 3 / 2018 Peak discharge = 0.000 cfs Time to peak = n/a Hyd. volume = 0 cuft Contrib. drain. area = 0.000 ac ) Combined Q cfs Q (cfs) ( Hyd. No. 5 -- 25 Year 0.10 - 0.10 0.09 0.09 0 0.08 .08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 - 0.00 0.0 0.3 0.7 1.0 1.3 1.7 2.0 Time (hrs) Hyd No. 5 Hyd No. 4 17 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2018 by Autodesk, Inc. v12 Tuesday, 04 13 / 2018 Hyd. No. 1 Pre -developed Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs Storm frequency = 50 yrs Time to peak = 24.00 hrs Time interval = 2 min Hyd. volume = 3 cuft Drainage area = 0.580 ac Curve number = 36 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = User Time of conc. (Tc) = 10.00 min Total precip. = 3.70 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Pre -developed Qcfs ( ) Hyd. No. 1 -- 50 Year Q (cfs) 0.10 0.10 0.09 0.09 0.08 - 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 71 - 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Hyd No. 1 18 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 2 Pr. Area 'A' Hydrograph type = SCS Runoff Peak discharge Storm frequency = 50 yrs Time to peak Time interval = 2 min Hyd. volume Drainage area = 0.555 ac Curve number Basin Slope = 0.0 % Hydraulic length Tc method = User Time of conc. (Tc) Total precip. = 3.70 in Distribution Storm duration = 24 hrs Shape factor Q (cfs) 2.00 1.00 Pr. Area 'A' Hyd. No. 2 -- 50 Year Tuesday, 04 / 3 / 2018 = 1.688 cfs = 12.00 hrs = 4,381 cult = 84 = Oft = 10.00 min = Type II = 484 2 4 6 8 10 12 14 16 18 20 22 24 Hyd No. 2 Q (cfs) 2.00 1.00 0.00 26 Time (hrs) 19 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2018 by Autodesk, Inc. v12 Hyd. No. 3 Pr. Area 'B' Hydrograph type = SCS Runoff Peak discharge Storm frequency = 50 yrs Time to peak Time interval = 2 min Hyd. volume Drainage area = 0.017 ac Curve number Basin Slope = 0.0 % Hydraulic length Tc method = User Time of conc. (Tc) Total precip. = 3.70 in Distribution Storm duration = 24 hrs Shape factor Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 n nn 0 2 4 Hyd No. 3 Pr. Area 'B' Hyd. No. 3 -- 50 Year Tuesday, 04 / 3 / 2018 = 0.075 cfs = 12.00 hrs = 221 cuft = 98 = Oft = 10.00 min = Type II = 484 6 8 10 12 14 16 18 20 22 Q (cfs) ! A ^ 24 Time (hrs) Hydrograph Report 20 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Tuesday, 04 13 / 2018 Hyd. No. 4 Routed to Pond Hydrograph type = Reservoir Peak discharge = 0.000 cfs Storm frequency = 50 yrs Time to peak = n/a Time interval = 2 min Hyd. volume = 0 cult Inflow hyd. No. = 2 - Pr. Area 'A' Max. Elevation = 277.06 ft } Reservoir name = Detention Pond Max. Storage = 4,381 cuft 1 Storage Indication method used. Q (cfs) 2.00 1.00 0.00 0 2 4 Hyd No. 4 Routed to Pond Hyd. No. 4 -- 50 Year 6 8 10 Hyd No. 2 12 14 16 18 20 22 24 Total storage used = 4,381 cuft Q (cfs) 2.00 1.00 0.00 26 Time (hrs) Hydrograph Report 21 Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 5 Combined Hydrograph type = Combine Storm frequency = 50 yrs Time interval = 2 min Inflow hyds. = 4 Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 00 0.0 0.3 Hyd No. 5 Tuesday, 04 / 3 / 2018 Peak discharge = 0.000 cfs Time to peak = n/a Hyd. volume = 0 cuft Contrib. drain. area = 0.000 ac Combined Hyd. No. 5 -- 50 Year Q (cfs) 0.10 22 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 1 Pre -developed Hydrograph type = SCS Runoff Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.580 ac Basin Slope Tc method = 0.0 % = .User Total precip. = 4.10 in Storm duration = 24 hrs Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor Tuesday, 04 / 3 / 2018 = 0.002 cfs = 24.00 hrs = 35 cuft = 36 = Oft = 10.00 min = Type II = 484 23 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 2 Pr. Area 'A' Hydrograph type = SCS Runoff Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.555 ac Basin Slope = 0.0 % Tc method = User Total precip. = 4.10 in Storm duration 1 1 = 24 hrs Q (cfs) 2.00 1.00 0.00 0 2 4 Hyd No. 2 Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of cons. (Tc) Distribution Shape factor Pr. Area 'A' Hyd. No. 2 -- 100 Year Tuesday, 04 / 3 / 2018 = 1.965 cfs = 12.00 hrs = 5,110 cult = 84 = Oft = 10.00 min = Type II = 484 6 8 10 12 14 16 18 20 22 24 Q (cfs) 2.00 1.00 0.00 26 Time (hrs) 24 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2018 by Autodesk, Inc. v12 Hyd. No. 3 1 Pr. Area 'B' 1 Hydrograph type = SCS Runoff Peak discharge Storm frequency = 100 yrs Time to peak Time interval = 2 min Hyd. volume Drainage area = 0.017 ac Curve number Basin Slope = 0.0 % Hydraulic length Tc method = User Time of conc. (Tc) Total precip. = 4.10 in Distribution Storm duration = 24 hrs Shape factor Tuesday, 04 / 3 / 2018 = 0.083 cfs = 12.00 hrs = 246 cuft = 98 = Oft = 10.00 min = Type II = 484 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2018 by Autodesk, Inc. A 2 Hyd. No. 4 Routed to Pond Hydrograph type = Reservoir Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 2 - Pr. Area 'A' Reservoir name = Detention Pond Storage Indication method used. Q (cfs) 2.00 1.00 0.00 0 2 4 Hyd No. 4 Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Routed to Pond Hyd. No. 4 -- 100 Year 25 Tuesday, 04 / 3 / 2018 = 0.000 cfs = n/a = 0 cuft = 277.38 ft = 5,110 cuft 6 8 10 12 14 16 18 20 22 24 Hyd No. 2 1 Total storage used = 5,110 cuft Q (cfs) 2.00 1.00 0.00 26 Time (hrs) Hydrograph Report " Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12 Hyd. No. 5 Combined Hydrograph type = Combine Storm frequency = 100 yrs 1 Time interval = 2 min Inflow hyds. = 4 Q (cfs 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 n nn 26 Tuesday, 04 / 3 / 2018 Peak discharge = 0.000 cfs Time to peak = n/a Hyd. volume = 0 cuft Contrib. drain. area = 0.000 ac Combined Hyd. No. 5 -- 100 Year 0.0 0.3 0.7 1.0 Hyd No. 5 Hyd No. 4 1.3 1.7 2.( Tim Q (cfs) 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0.00 i (hrs) APPENDIX D USDA NRCS WEB SOIL SURVEY I Y z Z �y 122° 19' 2" W � Z Z £R C � 01 CD gvg v N d O 2 N � r g � D 90 Li f z _1I g C.) 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O C) a o 3 c0 3 'D 3 I R fD 2- 3 o _ N 3 - 6 G N 7 d N d�O a O 7 n�i 0 0- Q m m 0 0 CD m �3 cn n : o-0 m ch g. m m CD O_ 0 * m u, m 3 en m D7i 3 n -0 Do) m 'g (D m m c 3 3 �D c c� o m m (D Cn n 7 CL 0 ID O m °)• OO N fD _ O O_ N C A O O N O � O N Z CD cn N m O O 3 m 0 0 c O CD 'm m v CD 0_ m D T r m G) m Z v Soil Map —King County Area, Washington Map Unit Legend f[ Plop unit Symbol Map Unit NaTile ` Acres in AOI Percent of A01 I EwC Everett-Alderwood gravelly 0.6 100.0% sandy loams, 6 to 15 percent slopes Totals for Area of Interest 0.6 100.0% USpp Natural Resources Web Soil Survey 3/30/2018 am Conservation Service National Cooperative Soil Survey Page 3 of 3 Northern, Inc. Consulting Engineers Environmental Scientists Geologists (S Construction Materials Testing Geophysical Services I GEOTECHNICAL ENGINEERING REPORT PROPOSED VALVOLINE INSTANT OIL CHANGE FACILITY PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON GNN PROJECT NO.217-830 MAY 2017 Prepared for ' CUSHMAN & WAKEFIELD 1 575 MARYVILLE CENTRE DRIVE, SUITE 600 ST. LOUIS, MO 63141 Prepared by } GN NORTHERN, INC. CONSULTING GEOTECHNICAL ENGINEERS YAKIMA, WASHINGTON (509) 248-9798 -J RECEIVED APR 18 2018 CITY OF FEDEP L WAY COMMUNf7Y DEVELOPMENT C;r Northern, Inc. At GNNorthern our mission is to serve our clients in the most efficient, cost effective way using the best resources and tools available while maintaining professionalism on every level. Our philosophy is to satisfy our clients through hard work, dedication and extraordinary efforts from all of our valued employees working as an extension of the design and construction team. (Yr Northern, Inc. ` May 12, 2017 Cushman & Wakefield 575 Maryville Centre Drive, Suite 600 St. Louis, MO 63141 Attention: Joe Decepida, Project Manager Subject: Report for Geotechnical Site Investigation Proposed Valvoline Instant Oil Change Facility Pacific Highway South, Federal Way, Washington GNN Project No. 217-830 Mr. Decepida, As requested, GN Northern (GNN) has completed a geotechnical site investigation for the proposed Valvoline Instant Oil Change project to be constructed on a vacant parcel on Pacific Highway South, —250 feet north from the intersection with S. 348th Street, in the City of Federal Way, Washington. Based on the findings of our subsurface study, we conclude that the site is suitable for the proposed development provided that our geotechnical recommendations presented in this report are followed during the design and construction phases of the project. This report describes in detail the results of our investigation, summarizes our findings and presents 1 our recommendations concerning earthwork and the design and construction of foundation, slab support and pavements for the proposed project. It is important that GNN provide consultation during the design and field geotechnical special inspections and compaction testing services during the construction phase to review and monitor the implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us at 509-248-9798 Respectfully submitted, Digitally signed by Karl A. Harmon � GN Northern, Inc. i`�� I", Date: 2017.05.12 14:22:17-07'00' 4ousuf�Memon,IT Karla on, LEG, PE Staff Geotechnical Engineer Senior Geologist/Engineer Enclosure Valvoline Instant Oil Change Federal Way, Washington J Expires 08/02/ 2017 GNN Project No.: 217-830 May 12, 2017 (N� Northern, Inc. TABLE QF CONTENTS Page No. 1.0 PURPOSE AND SCOPE OF SERVICES..............................................................................................................1 2.0 PROPOSED CONSTRUCTION............................................................................................................................ 2 3.0 FIELD EXPLORATION......................................................................................................................................... 2 4.0 SITE CONDITIONS................................................................................................................................................3 4.1 REGIONAL GEOLOGY................................................................................................................................3 4.2 SEISMIC CONSIDERATIONS.......................................................................................................................3 4.3 LIQUEFACTION..........................................................................................................................................4 5 5.0 SUBSURFACE CONDITIONS............................................................................................................................... 5.1 NRCS SOIL SURVEY.................................................................................................................................5 5.2 GROUNDWATER........................................................................................................................................5 6.0 SUMMARY OF FINDINGS & CONCLUSIONS.................................................................................................. 6 7.0 GEOTECHNICAL RECOMMENDATIONS.........................................................................................................8 7.1 SITE PREPARATION - GRADING................................................................................................................8 7.2 CLEARING AND GRUBBING.......................................................................................................................8 7.3 BUILDING PAD/FOUNDATION PREPARATION............................................................................................9 7.4 EXCAVATIONS..................................................................... ...................................................................10 7.5 UTILITY EXCAVATIONS..........................................................................................................................10 7.6 IMPORTED CRUSHED ROCK STRUCTURAL FILL.....................................................................................11 7.7 COMPACTION REQUIREMENTS FOR STRUCTURAL FILL..........................................................................12 7.8 SUITABILITY OF ONSITE SOILS ..........................................12 7.9 FOUNDATIONS............................................................................................................._..........................12 7.10 SLAB -ON -GRADE FLOORS....................................................................................................................13 7.11 RETAINING WALLS.............................................................................................................................14 7.12 PAVEMENT DESIGN..............................................................................................................................16 7.13 SURFACE DRAINAGE............................................................................................................................18 8.0 ADDITIONAL SERVICES..................................................................................................................................19 9.0 LIMITATIONS OF THE GEOTECHNICAL ENGINEERING REPORT ...................................................... 20 APPENDICES APPENDIX I - VICINITY MAP (FIGURE 1), SITE & EXPLORATION MAP (FIGURE 2) APPENDIX II - EXPLORATORY TEST -PIT LOGS, KEY CHART (FOR SOIL CLASSIFICATION) APPENDIX III - SITE & EXPLORATION PHOTOGRAPHS APPENDIX IV - NRCS SOIL SURVEY APPENDIX V - WASHINGTON DEPARTMENT OF ECOLOGY WELL LOG APPENDIX VI - USGS DESIGN MAPS SUMMARY Valvoline Instant Oil Change ii GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 LIOZ `ZI �'M uoj2uigs7aM `,KaAA, 1ejapa3 0£8-LIZ :•ONiOafOa M&D i 32usU I10 IuEIsul autioAIUA l toda t stgi ut popniout on uotlOnmuoo of p3le13.1 suotlt,.1apisuo0 jjuua3ut2u3 IL,OiugOaloag all, jo uoissnosip t, puu szalau tjud u21saQ 'aisap luauuomd put, `ltoddns gtls JO011 `uotltlpunOJ `xJomtll V3 `luauzdoianap alis Joi suotltpu3tuwOaa.t dolanap of pazkl-euu ajam ijutlsol faolunqul put, uoiluaoldxa plug aql jo sllnsag 'aiis agI It, p3t3luno0u3 suotlipuO 0073jansgns oqj pu-e uoilo-rulsuoo posod0ad agi uo pasuq suotll3puowwooal ono luosoid of put, ipms sigi 2uunp pouitlgo ul-ep agi azueuuuuns of paiudatd uaaq sug I.todau sigZ II xtpuaddV ut poluosatd on sSol lid-Isol palit,iaQ '(I xtpuoddd `Z ajatd) dvK uo.yvtojdxg 2p apS agl uo umogs on uotietoldxa jo suoileOoZ 'LIOZ `t, keW uo pololduuoo sum sitd-Isol (L) uanas jo ijutlstsuoo `uotluioldxo plug ino •asn ino JOJ apinoud sem `(9IOZ/61/8 POIEP) 'ouI `OSHO �q paz-edatd `ZA ;fvla - 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