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17-105138
CITY of R,+ CITY HALL �. Federal Way"... � ral Way, , Avenue South �� ' � Federal Way, WA 98003-6325 z: (253) 835-7000 r' wwwatyoffederalway.com Jim Ferrell, Mayor January 29, 2018 Joel Howitt Emailed: jhowitt@harghausen.com. Barghausen Consulting Engineers 18215 72"d Avenue South Kent, WA 98032 RE: File Nose 17-105138-UP & 17-105139-SE; TECHNICAL COMMENTS Jacksons Food Stores No. 636,1520 S. 348th St. & 34713 S. 16th St., Federal Way Dear Mr. Howitt: City staff has completed their technical review of your Process III Master Land Use (MLU) application submitted October 25, 2017 (complete November 2, 2017) to demolish an existing Shell gas station and car -wash with a new Jacksons 24-hr food store and accessory building. The Planning Division forwarded a set of Development Review Committee comments to you on January 17, 2018. The proposal triggers an environmental review for removal and installation of underground storage tanks exceeding 10,000 gallons. A SEPA Threshold Determination shall be issued prior to land use approval. TECHNICAL REVIEW COMMENTS Unless otherwise noted, the following comments provided by the Traffic Division staff must be addressed prior to issuing land use approval. Please direct questions regarding any of the technical comments to the appropriate staff representative. We kindly ask for a consolidated resubmittal of the requested land use application materials. PUBLIC WORKS TRAFFIC DIVISION Sarady Long, Public Works Traffic, Sarady.Long@cityoffederalway.com, 253-835-2743 The Public Works Traffic Division has finished reviewing the materials submitted and provides the following comments. Studies- Trip Generation 1. Use the latest ITE Trip Generation Manual to estimate the trips generated by the project. 2. The proposed 1,910 SF accessory storage building should be included in the trip generation estimation. 3. Use ITE LUC 960 (Super Convenience Market/ Gas Station) for the proposed use and LUC 945 for the existing use. Since the significant business is related to sale and fueling, gross floor area should be considered in estimating the trip generation. 17-105138-00-UP Doc. LD. 77222 Mr. Howitt January 29, 2018 Page 2 of 2 SEPA 1. 14.d — Include right-of-way dedication of 18' on 16`h Ave S to accommodate the improvements. 2. 141 — Include frontage improvements on 16t" Ave S, which would be stripped as a SB right -turn lane. Plan 1. Show dimensions of ROW improvements (Planter, sidewalk, taper, etc.). 2. ROW improvements plans should include appropriate street cross-section. 3. Channelization plans must be reviewed and approved by WSDOT. Please note, justification report must be submitted to W SDOT for approval. 4. Submit channelization Plans and signal modification plans for review and approval. 5. Submit street lighting plans for review and approval at engineering stage. APPLICATION STATUS The review period for the Use Process III application has stopped as of January 17, 2018 and the application is on hold until requested items are resubmitted. When resubmitting requested information please resubmit directly with the Permit Center for processing. Mailed resubmittals will not be accepted. Please provide a written response -to each of the above -referenced items and include five copies of corrected full size plan -sets and any revised materials with the enclosed resubmittal form. 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. CLOSING If you have any questions regarding this letter or your application, please contact me at 253-835-2644, or leila.willoughby-oakes@cityoffederalway.com. Sincerely, Leila Willoughby -Oakes Associate Planner enc: Resubmittal Form c: Jack Davis, VP Construction, 3450 E Commercial Court. Meridian, ID 83642, iack.davis@iacksons.com 17-105138-00-UP Doc. LD. 77222 CITY OF Federal Way Exhibit A Findings for Process III —Project Approval Federal Way Revised Code (FWRC) Chapter 19.65 Jacksons Food Store & Vehicle Servicing Station, File #17-105138-00-UP The Planning Division hereby makes the following findings pursuant to content requirements of the Process III written decision as set forth in FWRC 19.65.100(4). The Director of Community Development hereby makes the following findings pursuant to content requirements of the Process III written decision as set forth in Federal Way Revised Code (FWRC) 19.65.100(4). These findings are based on review of existing city documents and items submitted by the applicant and received October 25, 2017, and project plans and a revised environmental checklist resubmitted on February 13, 2018. 1. Site Description — The proposal is located at the intersection of S. 348"' Street and 16"' Avenue S. on two tax parcels. The proposal is associated with two separate tax parcels containing an existing vehicle servicing station, mini -mart and carwash. At the time of this application the following uses/zones are located adjacent to the subject property: North — Auto Retail, Performance Preparation (Commercial Enterprise) South — South 3481' Street East — 16"' Avenue South West — Auto Retail, Greg's Japanese Auto (Commercial Enterprise) 2. Proposal — Construction of 3,812 square -foot convenience store, 1,910 square -foot accessory storage building and a 3,486 square -foot fuel canopy. The proposal will have twelve fueling stations and replace a Shell gas station, mini -mart and car wash. Site work will include the removal of four existing underground storage tanks (USTs) and the installation of one new 20,000 gallon UST and one new 20,000 gallon split UST; with associated site improvements. 3. Zoning and Comprehensive Plan Designation — Zoning for the subject property is Commercial Enterprise (CE). The Federal Way Comprehensive Plan (FWCP) designation for the subject property is Commercial Enterprise. A vehicle servicing station is a permitted use in the CE zone pursuant to FWRC 19.240.050 and the storage building accessory to the Jackson's Food Store is permitted under FWRC 19.265 `Accessory uses, buildings and structures' and does not exceed the gross floor area of the primary structure. 4. Boundary Line Adjustment — The subject property consists of two existing lots. Structures may not be built over a property line. As a condition of this decision, to consolidate parcels 889700-0095 and 889700-0115, a boundary line adjustment (BLA) application shall be submitted, approved and recorded prior to building permit approval. 5. Site Plan Review Process — This proposal requires review under Process III, Project Approval, The Director of Community Development makes a written decision on the application based on the criteria listed under FWRC 19.65.100. Please find Process III conditions and restrictions at the end of this document. 6. Application Completeness and Review — The city received project materials on October 25, 2017. The Use Process III and SEPA applications were deemed complete on November 17, 2017. A technical review letter was sent to the applicant on January 17 and 29, 2018. The city received a project resubmittal on February 13, 2018. 7. Public Notice — Pursuant to Process III and SEPA regulations, a Notice of Land Use Application and Optional DNS was published in the Federal Way Mirror, posted on the subject property, and displayed on the designated City notice boards on November 24, 2017. Notices were also mailed to property owners within 300 feet of the subject property and emailed to agencies. One written comment was received on the optional DNS. S. State Environmental Policy Act (SEPA) — The city applied the Optional Determination of Nonsignificance (DNS) process. A combined Notice of Application and an Optional DNS was issued on November 24, 2017. The city issued a Determination of Nonsignificance on March 5, 2018. The threshold determination appeal period ended March 26, 2018, with no appeals submitted to the Federal Way City Clerk; therefore, the determination is now final. 9. Public Comment — One written comment was received on the application from the Washington State Department of Ecology, Toxics Clean -Up Program. The applicant responded to agency comments in the February 13, 2018 resubmittal. Requirements provided from the Washington State Department of Ecology (DOE) shall be made conditions of approval. 10. Bulk & Dimensional Requirements — Per FWRC 19.240.050, vehicle service stations and their related accessory structures in the CE zoning district require the following structural setbacks: 20 feet in the front, left and right sides (due to location of fuel canopy and gas pump islands); 10 feet from the northern property line abutting an auto retail use and 5 feet along the left side in all areas that do not abut fuel canopy and pumps. Staff will define 16"' Avenue South as the front property line. All setbacks are satisfied. No maximum lot coverage applies; however, the applicant proposes 74 percent impervious surface coverage. The maximum height allowed for these uses in the CE zone is 40 feet above average building elevation. The tallest proposed component of the project is the convenience store at approximately 24 feet. The code limits the number of vehicle service stations at the same intersection to two; currently there are none located at the intersection of S. 3481h Street and 160' Avenue South. 11. Critical Areas — The site is located in a 5-year wellhead protection zone. The applicant completed a preliminary Hazardous Materials Inventory Statement during the land use application. Item b, 1(e) of the environmental checklist states the proposal will generate 125 cubic yards of imported fill. Per FWRC 19.145.500(2)(c), the applicant shall also submit an imported fill source statement when imported fill shall exceed 100 cubic yards. As a condition of the building permit, Jacksons shall provide an imported fill source statement outlining the source of the imported fill, previous land uses on the source location, and whether or not the fill to be imported is native, undisturbed soil. 12. Parking Requirements — The site plan depicts 18 parking spaces. FWRC 19.240.050 requires one parking space per 300 square feet of gross floor area (gfa), excluding areas under the pump island canopy. The vehicle servicing station and food/convenience store requires 13 spaces ((3,812 sq. ft./300=12.7) and the accessory storage building requires 7 spaces (1,910/300=6.36), for a total of 20 required parking spaces. The accessory storage, albeit a separate structure, is included within the parking calculation. Findings for Project Approval Page 2 Jacksons Food Stores at 16`h Ave. S. & S. 348`h St. File #17-105138-00-UP/Doc ID. 77021 As a condition of approval, please depict a minimum of 20 spaces on the building plans. Please note, the development is eligible for a maximum of 25 percent compact spaces per FWRC 19.130.170, or five parking spaces. 13. Lighting — The city received preliminary lighting and illumination plans on October 25, 2017, prepared by Barghausen Consulting Engineers. Staff deems that the proposal complies within the city's minimum lighting standards per FWRC 19.105.030; lighting fixtures shall contain cut-off shields. In accordance with adopted FWRC standards, final building permit application plans shall include outdoor lighting plans meeting applicable FWRC standards. 14. Rooftop Mechanical Equipment — Per FWRC 19.110.070, vents and similar appurtenances that extend above the roofline must be surrounded by a solid sight -obscuring screen that is integrated into the architecture of the building and obscures the view of the appurtenances from adjacent streets and properties. In accordance with adopted FWRC standards, Process III plans indicate rooftop equipment will be fully screened with a cornice. 15. Landscaping — Per FWRC 19.125.060(9), perimeter landscaping is required as follows: Type III "Visual Buffer" landscaping five feet in width along all property lines abutting public rights -of -way (applies to 16"' Avenue S. [eastern] and S. 348'h St. [southern] property lines); Type III "Visual Buffer" landscaping five feet in width along the perimeter of the property abutting a nonresidential zoning district (i.e. Commercial Enterprise) which applies to the northern and western property lines. FWRC 19.125.040.4 -5 requires appropriate landscape screening around the new 100 percent sight - obscuring solid waste and recycling enclosure wall. The revised planting plan, received February 13, 2018, details the landscaping as required by code. Existing vegetation (13 mature pine trees) will remain in place along the western property line and their dripline shall be protected throughout construction; therefore, no new landscaping is provided or required to meet the 5 feet of Type III landscaping required along the first southern 140 feet of the western property line. Per FWRC 19.125.070(2)(a)(i), parking lot landscaping is required in the amount of 20 square feet of landscaping per parking stall. The applicant is required to provide a minimum of 400 square feet. This requirement is satisfied with 683 sq. ft. In addition, FWRC 19.125.070(5)(a) states: "Parking areas adjacent to public right-of-way shall incorporate berms at least three feet in height within perimeter landscape areas; or alternatively, add substantial shrub plantings to the required perimeter landscape type, and/or provide architectural features of appropriate height with trees, shrubs and groundcover, in a number sufficient to act as efficient substitute for the three-foot berm, to reduce the visual impact of parking areas and screen automobiles, and subject to approval by the director of community development." Currently the proposal includes no parking stalls adjacent to site frontages. If the applicant proposes stalls adjacent to the right-of-way, the proposal shall satisfy the above paragraph. A condition of approval is that the landscape plan submitted with the building permit comply with FWRC 19.125.070(5)(a). As conditioned, the landscaping plan is consistent with applicable standards set forth in FWRC Chapter 19.125. Findings for Project Approval Page 3 Jacksons Food Stores at 16`h Ave. S. & S. 348`h St. File #17-105138-00-UP/Doc ID. 77021 16. Community Design Guidelines — The proposed building complies with the provisions of FWRC Chapter 19.115, "Community Design Guidelines," as detailed below: a. Crime Prevention through Environmental Design (CPTED) Guidelines — The Federal Way Planning Division and Federal Way Police Department reviewed the Crime Prevention through Environmental Design (CPTED) checklist submitted by the applicant. The applicant will also install onsite security cameras. b. Site Design — Awnings have been incorporated into the facades to provide weather protection. Transparent glass is incorporated into the entrance fagade of the convenience store. Access controls will be implemented. The parking lot is designed consistent with requirements. c. Pedestrian Circulation and Public Spaces — The primary entrance to the building will be visible from both rights -of -way and contains transparent glass, without advertisements, stickers and/or reflective mirrors. Pedestrian pathways are incorporated into the overall site design located at the east -central end of the project site to connect the main ]acksons to 16"' Avenue South (5-8 feet in width). There is also a crosswalk across the S. 348"' Street right -in right -out access. A bicycle rack and trash receptacle will be provided. d. Commercial Service and Institutional Facilities — Service yard walls, enclosures, and similar accessory site elements shall be consistent with the primary building(s) relative to architecture, materials, and colors. A new trash/recycling enclosure is proposed and the enclosure plans show a concrete masonry with a solid access gate painted to match the accessory retail storage building. If the applicant proposes any site utilities, they shall be screened with a Type 1 landscaping buffer around their perimeter along South 348"' Street and 16�' Avenue South. In the commercial building permit submittal please make it clear the proposed air unit will be screened sufficiently by perimeter landscaping from the right-of-way. e. Building Design — The front (east) and left (south) building facades are not longer than 60 feet; however, they are clearly visible from the right-of-way. The convenience store building will contain a brick veneer wrap around the base and there are vertical columns providing fagade modulations. The front and left facades required articulation includes modulation and a canopy, in addition to the use of material and color variation and doors and windows. The building entrance is oriented to both rights -of -way. Blank walls are articulated with grooves, lighting fixtures, roof cornices and a variation in color. f. CE District Guidelines — The parking lot is located adjacent to the right-of-way and maximizes pedestrian access and vehicle circulation as detailed in criteria (c), above. The entrance fagade faces and is clearly recognizable from the right-of-way and incorporates transparent glass on the majority of the facades. Awnings and amain entrance have been incorporated to provide weather protection and fagade articulation. Transparent glass is incorporated into the entrance fagade of the convenience store. Exterior lighting, bench seating, a trash receptacle, and a bicycle rack will be provided. Where chain link fencing exists in most areas, it will be replaced with black vinyl coated chain -link fencing with decorative pole caps and landscape screening. As a condition of this decision, the applicant shall replace the chain -link fencing with vinyl coated chain -link and decorative pole caps along the north 80 feet of the west property line. The chain -link fencing is visible from the adjacent property and shall comply with FWRC 19.115.090(2)(f). Findings for Project Approval Page 4 ]acksons Food Stores at 16`h Ave. S. & S. 348`h St. File #17-105138-00-UP/Doc ID. 77021 A decorative plastic slat grid pattern is discouraged for this development as an architectural element, to discourage opportunities for vandalism and tagging. 17. Transit Agencies — In November 2017, city staff circulated local public transit agencies (Pierce Transit and King County Metro). Pierce Transit provided comments and will not require additional transit improvements or bus stops as a result of this proposal, although the agency operates a route across the street. Staff did not receive any comments from King County Metro. 18. Stormwater — The project will be required to meet the requirements of the 2016 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to that manual. Stormwater improvements are required that meet the Conservation Flow Control and Enhanced Basic Water Quality standards of the KCSWDM. Per the requirements of the KCSWDM, Best Management Practices (BMP's) must also be implemented to augment flow control as the project lies within a Conservation control area. 19. Street Improvements — Per the requirements of FWRC 19.135.030, the applicant/owner will be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-4 of the FWCP, for both S. 348th Street and 16th Avenue South, both of which abut the proposed development. The applicant would be expected to construct improvements and dedicate right-of-way according to the following planned roadway cross -sections: S 348"' Street is a Principal Arterial, planned as a Type "A" street, consisting of a 90-foot street with curb and gutter, 6-foot planter strips with street trees, 8-foot sidewalks, and street lights, in a 124-foot right-of-way. The existing right-of-way appears to be adequate to accommodate the improvement. Therefore, no right-of-way dedication is required. 16th Avenue South is also a Principal Arterial Street, planned as a Type "A" street, consisting of a 90-foot street with curb and gutter, 6-foot planter strips with street trees, 8-foot sidewalks, and streetlights in a 124-foot right-of-way. Assuming a symmetrical cross section, up to 18-foot right-of-way dedication and street improvements are required as treasured from the street centerline. Additionally, the frontage improvements will also include signal modifications. 16th Avenue South does not meet the standards listed above. As a condition of approval, the owner. will be required to dedicate up to 18 feet of property for right-of-way improvements and shall construct such improvements prior to building permit issuance along 16th Avenue South. Channelization plans may require approval from the Washington State Department of Transportation (WSDOT). 20. Concurrency and Transportation Impacts — As a component of the Process III application, the applicant was required to undergo traffic concurrency analysis pursuant to the State Growth Management Act; goals and policies of the Federal Way Comprehensive Plan; and FWRC Chapter 19.90 Transportation Concurrency Management. 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 January 20, 2018, for 36 new PM peak hour trips generated by the project. A transportation impact fee is required and will be calculated based on the FWRC requirements. Findings for Project Approval Page 5 Jacksons Food Stores at 16th Ave. S. & S. 348'h St. File #17-105138-00-UP/Doc ID. 77021 The applicant submitted additional trip generation estimates prepared by Transportation Engineering Northwest, received on February 13, 2018, as requested by city staff in September 2017. 21. South King Fire & Rescue — This project will require one fire hydrant. An existing fire hydrant at the intersection is available for this project. Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction and a designated fire lane (i.e. no parking) shall be depicted on the construction plans and implemented. A fire alarm system is required for the convenience store building exceeding 3,000 sq. ft. Separate permits are required for installation and the fire detection system shall be monitored by a central or remote station conforming to the National Fire Protection Association (NFPA) standards. 22. Water/Sewer — Lakehaven Water and Sewer District is the water and sewer service provider. Lakehaven issued certificates of water and sewer availability dated August 15, 2017; certificates are valid for one year from the date of issuance and the applicant shall submit applications to Lakehaven for any necessary water and sewer connections. 23. Additional Permitting — Additional permitting is required for subsequent site development; none of which have been applied for at this time (fire, demolition, separate electrical and plumbing pennits, commercial building permit and Department of Ecology UST inspections and approval). CONDITIONS OF APPROVAL The following conditions are reasonably necessary to eliminate or minimize undesirable effects of granting application approval. a. All visible site utilities shall be screened with Type I `Solid Screen' landscaping (established within 3 years of planting) or a 100 percent site obscuring screen per FWRC 19.125.050.1.a and FWRC 19.115.050.6.b. b. The final landscape plan shall comply with FWRC 19.125.070(5)(a) parking areas/screening for rights -of -way. c. The building permit application site plan shall depict a minimum of 20 parking stalls. d. The building permit application shall include an imported source fill statement pursuant to FWRC 19.145.500.2.c.i-ii. e. The building permit application shall include a spill prevention plan (SPP) for the entire site, which includes the management of liquids generated on or discharged from the solid waste storage area (FWRC 19.125.150.6.d). f. The building permit application shall depict black vinyl coated chain -link fencing with decorative pole caps along the north 80 feet of the western property line. g. If applicable, the building permit application shall include retaining wall cross -sections per FWRC 19.120.120 design requirements for Planning Division approval. h. The applicant shall comply with the Washington State Department of Ecology UST removal permit requirements listed below: Findings for Project Approval Page 6 Jacksons Food Stores at 16'h Ave. S. & S. 348`h St. File #17-105138-00-UP/Doc ID. 77021 o Installation of new USTs must meet the requirements of the state underground storage tank regulations (Chapter 173-360 WAC). The regulations and required forms are available from the Department of Ecology (DOE) at littp:1/app.leg.wa.govlWACldefault.aspx?cite=i 73-360, http://www.ecy.wa.gov/orop,—ramS/tClust-lust/201 1102-iiistallatiaii.htmi, or by calling (360) 407-7170, or toll -free in state 1-800-826-7716. o A notice of intent to install tanks must be filed with DOE at least 30 days prior to installation. Within 30 days after coming into service, the tanks must be registered with the Department of Revenue's Business License Service on a state notification form (http://bls.dor.wa.gov/forms/700041.12df and https://fortr-ess.wa. gov/ecy/publications/SummaiyPap-es/ECY0209S.html ). o The supervisor on site during the installation must be licensed by passing an exam administered by the International Code Council (ICC) (www.iccsafe.=). o New tanks and any connected piping must be protected from corrosion by either a cathodic protection system, or by being constructed or coated with a non -corrosive material such as fiberglass. An acceptable method of leak detection must be employed, and the tanks must be equipped with spill prevention and overfill protection equipment. o Stage I vapor recovery equipment is required on all new gasoline dispensing facilities with a total gasoline nominal storage capacity greater than 10,000 gallons. Also, a certified Stage II vapor recovery system is required for these facilities in all Western Washington counties (Chapter 173-491 WAC). i. Prior to building pen -nit issuance, the applicant shall submit a boundary line adjustment to the Community Development Department, receive approval and record the drawing with the King County Recorder's Office in order to consolidate tax parcels 889700-0095 and 889700-0115. Prior to building permit issuance, a final Technical Information Report and construction plans shall be submitted for Public Works Department review and approval. The project will be required to meet the requirements of the 2016 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to that manual. Conservation Flow Control and Enhanced Basic Water Quality standards outlined in the KCSWDM apply. Best Management Practices (BMP's) must also be implemented to augment flow control. k. Prior to building permit issuance, frontage improvement construction plans shall be submitted for Pub] is Works Department review and approval. Construction of half street improvements along the property frontage on S 348`h Street and 10 Avenue South will be required, and shall include streetlighting, signal modification, channelization, curb, gutter, sidewalk, ADA accommodations, planter strip, and street widening. 1. Channelization plans shall be submitted to the Washington State Department of Transportation (WSDOT) for review and approval. in. Prior to certificate of occupancy, the applicant shall dedicate 18 feet of right-of-way along 160' Avenue South and construct street improvements to the satisfaction of the Public Works Director. n. All proposed driveways onto S 3480' St. and 161h Ave S shall be restricted to right -in and right - out. 24. Conclusion — As conditioned, the proposed site plan application has been determined to be consistent with the Federal Way Comprehensive Plan (FWCP), with all applicable provisions of the FWRC, and with the public health, safety, and welfare. The streets and utilities in the area of the subject property Findings for Project Approval Page 7 Jacksons Food Stores at 16`h Ave. S. & S. 348`h St. File #17-105138-00-UP/Doc ID. 77021 are adequate to serve the anticipated demand from the proposal, and the proposed access to the subject property is at the optimal location and configuration for access. The proposed development is consistent with Process III, Project Approval, decisional criteria required under FWRC Chapter 19.65. The proposed site plan and application attachments have been reviewed for compliance with the FWCP, pertinent zoning regulations, and all other applicable city regulations. Final construction drawings will be reviewed for compliance with specific regulations, conditions of site plan approval, and other applicable city requirements. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Leila Willoughby -Oakes, Associate Planner Date: March 27, 2018 Findings for Project Approval Page 8 lacksons Food Stores at 16`h Ave. S. & S. 348`h St. File #17-105138-00-UP/Doc ID. 77021 CITY OF t. Federal Way January 17, 2018 Joel Howitt Barghausen Consulting Engineers 18215 72nd Avenue South Kent, WA 98032 FiLt CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor Emailed: ihowitt@barghausen.com RE: File Nos: 17-105138-UP & 17-105139-SE; TECHNICAL COMMENTS Jacksons Food Stores No. 636,1520 S. 348th St. & 34713 S. 161h St., Federal Way Dear Mr. Howitt: City staff has completed their technical review of your Process III Master Land Use (MLU) application submitted October 25, 2017 (complete November 2, 2017) to demolish an existing Shell gas station and car -wash with a new Jacksons 24-hr food store and accessory building. The proposal triggers an environmental review for removal and installation of underground storage tanks exceeding 10,000 gallons. A SEPA Threshold Determination shall be issued prior to land use approval. TECHNICAL REVIEW COMMENTS Unless otherwise noted, the following comments provided by staff reviewing your project must be addressed prior to issuing land use approval. Please direct questions regarding any of the technical comments to the appropriate staff representative. CD PLANNING DIVISION Leila Willoughby -Oakes, 253-835-2644, leila.wiiloughb,y-oakesOcityoffederalway.corn 1. Boundary Line Adjustment — Find the BLA checklist enclosed. You may start the preliminary BLA application process and preliminary approval, and hold off on recording. Barghausen Engineering indicated the applicant does not want to record before property closing. A survey will be required for a commercial lot consolidation as the construction permits cannot be issued until the BLA is recorded and for commercial lots a professional survey is required. 2. Landscaping/Tree Retention — a. Provide tree protection fencing around the critical root zone of retained trees (i.e. west property line) on the construction drawings per FWRC 19.120.160. b. Confirm with Brian Asbury at Lakehaven to clarify there are no landscaping conflicts with utility easements per FWRC 19.125.040(18). c. Please add more evergreen species in the east and south Type III perimeter landscape buffers. d. Any existing clay or sandy soils shall be augmented with an organic supplement. e. Per FWRC 19.125, building walls which are uninterrupted by window, door, or other architectural feature(s) listed in Chapter 19.115 FWRC, Community Design Guidelines (F)VRC 19.115.060(3)(b)), that are 240 square feet or greater in area, and not located on a property line, shall be screened by landscaping. Such planting shall include trees, shrubs and groundcover appropriate for the area 17-105138-00-UP Doc. I D. 77018 Mr. J. Howitt January 17, 2018 Page 2 of 7 proposed. Please note this will apply to the accessory structure and facades not visible from the ROW or residential uses. f. Landscaping Performance — The following applies if landscaping is not installed prior to final occupancy. Please advise the contractor of the above and do request advance notice for scheduling inspections (i.e. erosion control, planning and building). To schedule your final planning and landscape inspections contact Leila Willoughby -Oakes at 253-835-2644. i. Performance assurance. If the required landscaping pursuant to an approved site plan will not be installed prior to the issuance of certificate of occupancy, a performance bond or assignment of funds in a form acceptable to the city attorney must be provided to the city to not less than 125 percent of a contractor's bid. The bond or assignment of funds must be approved by the city and will commit to install the landscape plantings within six months. The bond must be submitted on forms supplied by the city. The bid bond amount must include labor and materials (FWRC 19.125.090). g. Sod/Grass Areas i. **Optional**: As there is no irrigation proposed in the grass area behind the sidewalk within the right-of-way, Planning recommends installing drought resistant groundcover (i.e. shrubs) during your other landscape installations for beautification. Sod areas are not drought resistant without irrigation and additional native plantings would minimize evaporation. The PW Development Services staff approves this option if not in the planter strip. ii. Rear Accessory Structure: Please confirm the grass area will not exceed 75 percent of the total landscaped area. Native species preferred. Fencing — Replace any existing chain link fencing (i.e. western property line, etc.) visible from the ROW and adjoining properties - not screened by Type I landscaping with vinyl -coated, mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps. Plastic slats are not encouraged. o Please advise if the applicant proposes fencing along the northern and western property lines for site security. The same standards would apply. o Planning advises using materials less susceptible to tagging and/or vandalism, _ 4. Directional Signage — Delineate the parking and vehicle circulation areas using directional signage (i.e. pavement markings/small signs) (FWRC 19.115.050(2)(b)). 5. Design Review a. Please provide a scale on the elevations. b. Sheet A2.1 — As a condition of the Process III decision the building entrance shall be maintained as transparent glass areas (i.e. no advertisements or window stickers). c. Is there an Elevation Sheet A2.2? Please provide the north and west elevations of the Jacksons building and the elevations for the outbuilding. The following codes will still apply to these facades. i. Approximately 30 % of the northern elevation will be visible from 161h Ave. S.; therefore, FWRC 19.115(2) and (3)(a) and (b) shall still apply (facade modulation, canopies and building articulation). A canopy, landscape trellis, beveling and method of articulation listed in FWRC 19.115(3)(b)(i)-(vii) would be sufficient options. ii. Building walls which are uninterrupted by window, door, or other architectural feature(s) listed in Chapter 19.115 FWRC, Community Design Guidelines (FWRC 19.115.060(3)(b)), that are 240 square feet or greater in area, and not located on a property line, shall be screened by landscaping. Such planting shall include trees, shrubs and groundcover appropriate for the area proposed (FWRC 19.125.040(22). 17-105138-00-UP Doc, I.D, 77018 i Mr. J. Howitt January 17, 2018 Page 3 of 7 iii. Place physical features, activities, and people in visible locations to maximize the ability to be seen, and therefore, discourage crime. Avoid barriers, such as tall or overgrown landscaping or outbuildings, where they make it difficult to observe activity. How is the design of the outbuilding or the elements proposed to maximize observable activity? iv. The accessory building shall be consistent with the primary building relative to architecture, materials and colors — for example a matching veneer apron, a canopy, etc. v. Provide access control by utilizing physical barriers such as bollards, fences, doorways, etc., or by security hardware such as locks, chains, and alarms. Where appropriate, utilize security guards. All of these methods result in increased effort to commit a crime and, therefore, reduce the potential for it to happen. d. Please confirm the canopies have a minimum 6 ft. projection. e. The applicant may, per the FWPD, consider providing a locked gate to the accessory building and solid waste enclosure. 6. Signage —Reviewed under separate pen -nits, please contact the Permit Center at 253-835-2607. 7. CPTED "Optional" — Staff reviewed the CPTED checklist. FWRC 19.115.010 outlines the following CPTED principles when reviewing proposals: • Natural surveillance. This focuses on strategies to design the built environment in a manner that promotes visibility of public spaces and areas. • Access control. This category focuses on the techniques that prevent and/or deter unauthorized and/or inappropriate access. ■ Ownership. This category focuses on strategies to reduce the perception of areas as "ownerless" and, therefore, available for undesirable uses. In light of enhancing natural surveillance (particularly behind the accessory building) and access control, you may consider the Safe City Camera program as Jacksons Food Stores is 24 hrs. Safe City is a collaborative relationship between Federal Way property owners and FWPD in which FWPD may access footage real-time. The Safe City program can enhance the notion that the greater the risk of being seen, challenged or caught the less likely one may be to commit a crime pursuant to FWRC 19.115.010(2)(c )(i). Please note this comment is a recommendation only and Safe City Camera will not be a land use condition of the SEPA threshold determination as the gas station is an existing use. If the applicant wishes to participate, they will be responsible for costs associated with hardware installation, hardware (3 year warrantee) and long term maintenance, staff time and the King County installation crew. Several new projects in spring/summer 2018 will be installing Safe City cameras. If you have any questions please contact Lindsey Sperry, Crime Prevention Analyst, at 253-835-6720 or Lindsey_SpeLry@cityoffederalway.cam or Commander Chris Norman at 206-510-5005. 8. Solid Waste and Recycling — Please see Rob van Orsow and Ann Dower's comments below. Provide a garbage enclosure elevation showing 100% site obscuring fencing/screening and appropriate landscaping screening from abutting properties and areas visible from 16 Ave. S. Please note the city updated FWRC 19.125.150 solid waste codes —post pre -application. The enclosure materials should match the main structure. 17-105138-00-UP Doc. I.D. 77018 Mr. J. Howitt January 17, 2018 Page 4 of 7 SEPA Checklist 9. Sheet A2.1 — Please note the following may not be exempt from SEPA and may require outside agency permit per WAC 19.7-11-800(1)(a)(ii): a. Minor new construction that requires a license governing emissions to air that is not exempt under RCW 43.21C.038L 10. The city is in receipt of one SEPA comment from Washington Department of Ecology. Please find the document enclosed regarding underground storage tanks. Contact Katy Gibbs, ka ibbs}ae,ecy.wa.goy or Amelia Petersen at 425-649-7244 with any questions. Ecology's comments will be incorporated as either SEPA conditions or conditions of the Process III `Project Approval' and the following conditions will apply: a. Installation of new underground storage tanks must meet the requirements of the state underground storage tank regulations (Chapter 173-360 WAC). The regulations and required forms are available from the Department of Ecology (DOE) at http:llapp.leg.wa.VviWAC/de_fault.aspx?cite=173-360, hn:l/www.ecy.wa.govlprogramsltcplust- lust/2011102-installation.litml, or by calling (360) 407-7170, or toll -free at 1-800-826-7716. b. A notice of intent to install tanks must be filed with DOE at least 30 days prior to installation. Within 30 days after coming into service, the tanks must be registered with the Department of Revenue's Business License Service on a state notification form (http:llbls.dor.wa.gov/formsnoOO41.pdf and https://fortress.wa.gov/ecy/publications/SummaryPages/ECY0209S.html). c. The supervisor on site during the installation must be licensed by passing an exam administered by the International Code Council (ICC) ()Dww.iccsafe.ora). d. New tanks and any connected piping must be protected from corrosion by either a cathodic protection system, or by being constructed or coated with a non -corrosive material such as fiberglass. An acceptable method of leak detection must be employed, and the tanks must be equipped with spill prevention and overfill protection equipment. e. Stage I vapor recovery equipment is required on all new gasoline dispensing facilities with a total gasoline nominal storage capacity greater than 10,000 gallons. Also, a certified Stage II vapor recovery system is required for these facilities in all Western Washington counties (Chapter 173- 491 WAC). DEVELOPMENT SERVICES DIVISION Ann Dower, Development Services, 253-835-2732, ann.dower ,ci offed c ra hi -a■.coni SEPA Checklist The under -canopy area must be discharged to the sanitary sewer system, not the onsite stormwater system. Please revise the answer to c.3.1 accordingly. 17-105138-00-UP Doc, I.D. 77018 Mr. J. Howitt January 17, 2018 Page 5 of 7 2. Add to the answer for c.3.2 that stormwater discharge will meet flow control and water quality requirements outlined in the 2016 King County Surface Water Design Manual. Prior to final land use approval, the following technical review comments shall be addressed: Civil Plans Provide the following general information on the plan set: ■ Impervious area ■ Building dimensions • Parking stall dimensions • Width of the proposed sidewalk, planter strip, and street widening within the public right-of-way 1. Provide a section view of the street improvements, including pavement depths. 2. Provide a cross-section view of the detention and treatment system. 3. Show proposed solid waste enclosure drainage management on the drainage plan. TIR The downstream analysis description for TDA West appears to terminate too early. It must extend at least 1/4 mile downstream from the point of discharge. Landscape and Irrigation Plans A separate metered irrigation service is required for the planter strip and street trees within public right- of-way. Boundary Line Adjustment Please see the PW BLA Review Checklist enclosed for your future submittal. PUBLIC WORKS SOLID WASTE & RECYCLING DIVISION Rob Van Orsow, Rob.VanOrsowacityoffederalway.com, 253-835-2770 See Public Works Solid Waste checklist enclosed. Provide enclosure specs., elevations and materials with your next submittal. If applicable, additional SW&R comments will be sent under separate cover with Traffic's. PUBLIC WORKS TRAFFIC DIVISION Sarady Long, Public Works Traffic, Sarady.Long@cityoffederalway.com, 253-835-2743 Due to permit volumes, Planning will send comments under separate cover. LAKEHAVEN WATER & SEWER Brian Asbury, BAsbury@lakehaven.org 1. The applicant has completed and submitted to Lakehaven an application for Certificates of Availability (issued August 15, 2017). 2. Please submit Lakehaven applications for any necessary water and or sewer connections. 3. Per FWRC 19.125.040(18), confirm with Lakehaven that the landscaping proposed to be located within or adjacent to utility easements can be approved by the agency (i.e. special planting req's). 17-105138-00-UP Doc. I.D. 77018 Mr. J. Howitt January 17, 2018 Page 6 of 7 SOUTH KING FIRE & RESCUE Chris Cahan, 253-946-7243, Chris.Cahan(Rsouthkingfire.ore A Certificate of Water Availability shall be provided indicating the fire flow available at the site. Fire Hydrants: This project will require 1 fire hydrants; existing fire hydrant on the corner of 16'' Ave S and S 3480' should suffice. Fire hydrants shall be in service prior to and during the time of construction. Fire Access Roads: Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. Fire apparatus access roads: • Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. • Shall be designed and maintained to support the imposed load of a 75,000 pound fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. • Shall be not less than a 32 foot inside turning radius and not less than a 40 foot outside turning radius. • With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac or Fire Department approved alternative at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. • Gradient shall not exceed 12 percent. Designated fire lanes may be required for emergency access. This may be done during the plans check or prior to building final. Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. Fire Alarm: A Fire Alarm System is required. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. Fire Department Lock Box: A recessed fire department "Knox" brand key box shall be installed on each building Kitchen Fire Extinguishing System: If a Type 1 hood system is used a Kitchen Fire Extinguishing System will be required. DEPARTMENT OF ECOLOGY See enclosed SEPA comments. 17-105138-00-UP Doc. LD. 77018 Mr. J. Howitt January 17, 2018 Page 7 of 7 APPLICATION STATUS The review period for the Use Process III application has stopped and the application is on hold until requested items are resubmitted. When resubmitting requested information please resubmit directly with the Permit Center for processing. Mailed resubmittals will not be accepted. Please provide a written response to each of the above -referenced items and include five copies of corrected full size plan -sets and any revised materials with the enclosed resubmittal form. 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. CLOSING If you have any questions regarding this letter or your application, please contact me at 253-835-2644, or leila.willoughby-oakes@cityoffederalway.com. Sincerely, Leila Willoughby -Oakes Associate Planner enc: Resubmittal Form Department of Ecology SEPA Letter (dated 12-8-2017) Enclosure Design Checklist Master Land Use Application (BLA) BLA Submittal Requirements PW BLA Review Checklist Process III Plan Mark-ups c: Jack Davis, VP Construction, 3450 E Commercial Court. Meridian, ID 83642, iack.davis@iacksons.com Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Water & Sewer (emailed) Chris Cahan, South King Fire and Rescue (emailed) Lindsey Sperry, Crime Prevention Analyst (emailed) Mike Fyles, SWM Inspector (emailed) 17-105138-00-UP Doc I D 77018 CITY OF �. Federal March 27, 2018 Way i 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityofiederalway.. com Jim Ferrell, Mayor Joel Howitt Emailed: jhowitt�'ia.barghausen.eom Barghausen Consulting Engineers 18215 72Rd Avenue South Kent, WA 98032 RE: File #17-105138-UP (17-105139-SE); PROCESS III PROJECT APPROVAL Jacksons Food Stores No. 636, 1520 S. 348" St. & 34713 S. 16th St., Federal Way Dear Mr. Howitt: The Community Development Department has completed their administrative land use review of the proposed Jacksons Food Store project located at the corner of S. 348t" Street and 16d' Avenue South on King County Parcel numbers (to be combined) 889700-0095 and 889700-0115. The applicant proposes a 3,812 square -foot gas station/convenience store with a 1,910 square -foot accessory retail storage building and a 3,486 square -foot fuel canopy over twelve multi -product dispensers and associated site work. The proposal includes removing four existing underground storage tanks (USTs) and the demolition of an existing vehicle servicing station and carwash. The Process III Master Land Use (MLU) application submitted October 25, 2017, with subsequent resubmittals on February 13, 2018, is hereby conditionally approved based on the enclosed Findings (Exhibit `A'), incorporated into this decision in full, and the following conclusions based on those facts: 1. The proposal is consistent with the comprehensive plan; 2. The proposal is consistent with all applicable provisions of Federal Way Revised Code (FWRC); 3. The proposal is consistent with the public health, safety, and welfare; 4. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal; 5. The proposed access to the subject property is at the optimal location and configuration; and, 6. Traffic safety impacts for all modes of transportation, both on and off site, are adequately mitigated. The remainder of this letter outlines the land use review process required for this development; summarizes the State Environmental Policy Act (SEPA) process; lists conditions of the land use decision; and provides other procedural information. This land use decision does not authorize initiation of construction activities. Mr. J. Howitt March 27, 2018 Page 2 of 5 REVIEW PROCESS The site is within the Commercial Enterprise (CE) zoning district. A vehicle service station is a permitted use in this zone subject to the provisions of FWRC 19.240.050, "Vehicle, boat, equipment, and outdoor storage container sales, rental service, repair — Self-service storage — Tow and taxi lots." The proposed use is not exempt from SEPA, and is subject to Use Process III, Project Approval. The Director of Community Development makes a written decision on the Process III application based on the criteria listed under FWRC 19.65.100. SEPA PROCESS Following review of the environmental checklist, the city determined the proposal would not have a probable significant adverse impact on the environment; an Environmental Impact Statement is not required. The City of Federal Way issued an Optional Determination of Nonsignificance (DNS) in conjunction with a Notice of Application on November 25, 2017. One comment was received by the City in response to the Optional DNS and Notice of Application from the Department of Ecology Toxics Clean-up Program. The applicant addressed the agency's comment in their February 2018 resubmittal and land use approval conditions will apply. The City of Federal Way issued a Determination of Nonsignificance (DNS) on March 8, 2018, pursuant to Washington Administrative Code (WAC) 197-11- 355. No appeals were received on the DNS and the SEPA determination was final on March 26, 2018. CONDITIONS OF APPROVAL The following conditions are reasonably necessary to eliminate or minimize any undesirable effects of granting application approval. a. All visible site utilities shall be screened with Type I `Solid Screen' landscaping (established within 3 years of planting) or a 100 percent site obscuring screen per FWRC 19.125.050. La and FWRC 19.115.050.6.b. b. The final landscape plan shall comply with FWRC 19.125.070(5)(a) parking areas/screening for rights -of -way. c. The building permit application site plan shall depict a minimum of 20 parking stalls. d. The building permit application shall include an imported source fill statement pursuant to FWRC 19.145.500.2.c.i-ii. e. The building permit application shall include a spill prevention plan (SPP) for the entire site, which includes the management of liquids generated on or discharged from the solid waste storage area (FWRC 19.125.150.6.d). f. The building permit application shall depict black vinyl coated chain -link fencing with decorative pole caps along the north 80 feet of the western property line. g. If applicable, the building permit application shall include retaining wall cross -sections per FWRC 19.120.120 design requirements for Planning Division approval. h. The applicant shall comply with the Washington State Department of Ecology UST removal permit requirements listed below: 17-105138-00-UP Doc. LD 77448 Mr. J. Howitt March 27, 2018 Page 3 of 5 Installation of new USTs must meet the requirements of the state underground storage tank regulations (Chapter 173-360 WAC). The regulations and required forms are available from the Department of Ecology (DOE) at http://app.leg.wa.govlWACldefault.aspx?cite=173-360, htt ://www.ec .wa. ovl i-o amsltc lust-lust/2011/02-installation.litinl, or by calling (360) 407- 7170, or toll -free in state 1-800-826-7716. A notice of intent to install tanks must be filed with DOE at least 30 days prior to installation. Within 30 days after coming into service, the tanks must be registered with the Department of Revenue's Business License Service on a state notification form (littp://bis.dor.wa_gov/formsn00041.pdf and htttps:IZfortress.wa.gov/ea/publications/S um manages/ECY02095.htm1). The supervisor on site during the installation must be licensed by passing an exam administered by the International Code Council (ICC) (www.iccsafe.org). New tanks and any connected piping must be protected from corrosion by either a cathodic protection system, or by being constructed or coated with a non -corrosive material such as fiberglass. An acceptable method of leak detection must be employed, and the tanks must be equipped with spill prevention and overfill protection equipment. Stage I vapor recovery equipment is required on all new gasoline dispensing facilities with a total gasoline nominal storage capacity greater than 10,000 gallons. Also, a certified Stage II vapor recovery system is required for these facilities in all Western Washington counties (Chapter 173- 491 WAC). i. Prior to building permit issuance, the applicant shall submit a boundary line adjustment to the Community Development Department, receive approval and record the drawing with the King County Recorder's Office in order to consolidate tax parcels 889700-0095 and 889700-0115. J. Prior to building permit issuance, a final Technical Information Report and construction plans shall be submitted for Public Works Department review and approval. The project will be required to meet the requirements of the 2016 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to that manual. Conservation Flow Control and Enhanced Basic Water Quality standards outlined in the KCSWDM apply. Best Management Practices (BMP's) must also be implemented to augment flow control. k. Prior to building permit issuance, frontage improvement construction plans shall be submitted for Public Works Department review and approval. Construction of half street improvements along the property frontage on S 348th Street and 16"' Avenue South will be required, and shall include streetlighting, signal modification, channelization, curb, gutter, sidewalk, ADA accommodations, planter strip, and street widening. 1. Channelization plans shall be submitted to the Washington State Department of Transportation (WSDOT) for review and approval. m. Prior to certificate of occupancy, the applicant shall dedicate 18 feet of right-of-way along 16t' Avenue South and construct street improvements to the satisfaction of the Public Works Director. n. All proposed driveways onto S 348th St. and 161'' Ave S shall be restricted to right -in and right -out. 17-105138-00-UP Doc. I.D. 77448 Mr. J. Howitt March 27, 2018 Page 4 of 5 BUILDING PERMIT REQUIREMENTS This Process III land use decision does not constitute a building permit, or authorize clearing/grading activities. If you have any questions regarding the building pen -nit submittal requirements, please contact the Permit Center at 253-835-2607, or pennitcenter�g7cityoffederalway.com and please find an annotated commercial pen -nit checklist enclosed with this letter. REQUEST FOR CHANGE OF VALUATION Per FWRC 19.65.100(4)(i), affected property owners may request a change in valuation for property tax purposes, notwithstanding any program of revaluation. APPROVAL DURATION Per FWRC 19.15.100.2, unless modified or appealed, the Process III 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 Per FWRC 19.05.360, the effective date of issuance is three calendar days following the date of this letter, or March 30, 2018. Pursuant to FWRC 19.65.120.1, this land use decision may be appealed by the applicant, any person who submitted written comments or information, or any person who has specifically requested a copy of the decision. In compliance with FWRC 19.65.120.2, any appeal must be in the form of a letter delivered to the Community Development Department, with the established fee, and within 14 days after the effective date of issuance of this decision, or April 13, 2018. The appeal letter must contain a statement identifying the decision being appealed, along with a copy of the decision; a statement of the alleged errors in the director's decision, including identification of specific factual findings and conclusions of the director disputed by the person filing the appeal; and the appellant's name, address, telephone number and fax number, and any other information to facilitate communications with the appellant. The Federal Way Hearing Examiner will hear any appeals of the Process III decision. CLOSING This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. If you have any questions regarding this decision, please contact Associate Planner Leila Willoughby -Oakes at 253-835-2644, or lei La.willougllby-oakes@eityo#federalway.com. Sincerely, Brian Davis Community Development Director enc: Exhibit `A' Findings for Project Approval Approved Site Plan by Barghausen, date stamped received February 3, 2018 Approved Elevations by Barghausen, date stamped received February 3, 2018 Approved Preliminary Landscape Plan by Barghausen, date stamped received February 3, 2018 Lakehaven, Species Permitted in Utility Easements Lakehaven, Solid Waste Requirements 17-105138-00-UP Doc, I.D. 77448 Mr. J. Howitt March 27, 2018 Page 5 of 5 c: Pat Hopper, Assistant Planner, Barghausen, h e tsar hausen.co Jack Davis, VP Construction, Jacksons Food Stores, 3450 E Commercial Court, Meridian, ID 83642,-ack.davis 'acksons.com Scott Stom, Jacksons Food Stores, scott.stom@jacksons.com Leila Willoughby -Oakes, Associate Planner Sarady Long, Senior Transportation Planning Engineer Ann Dower, Senior Engineering Plans Examiner Chris Cahan, South King Fire & Rescue, via email Brian Asbury, Lakehaven Water and Sewer District, via email 17-105138-00-UP Doc ID 77448 CITY OF Federal Allay Centered on Opportunity August 17, 2018 Pat Hopper Barghausen Consulting Engineers 18215 72"d Avenue South Kent, WA 98032 FiL'Li CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor Email: phopger@barghausen.coirn RE: File #'s 18-102691-CO/18-102693-CO/18-102694-CO; REVIEW COMMENTS Jacksons Food Stores #636, 1520 S. 348"' Street, Federal Way Dear Mr. Hopper: City staff has completed review of your commercial building permits for Jacksons Food Stores submitted on June 21, 2018, associated with Use Process III approval 17-105138-00-UP approved March 27, 2018. The following technical comments apply to the abovementioned building permits for a new gas canopy, convenience store, and accessory storage building. TECHNICAL COMMENTS Unless otherwise noted, the following comments provided by Development Review Committee staff reviewing your project must be addressed prior to commercial building permit approval. Please direct specific questions to the reviewer listed below. South King Fire & Rescue, Chris Cahan, Chris.Cahan@southkingfxre.or253-946-7243 1. Fire approves the accessory storage building. No comments apply. 2. If applicable, convenience store/gas canopy comments will be forwarded to you under separate cover by Leila Willoughby -Oakes. CD Building Division, Greg Kirk, Gree.KirW.cityoffederalwa_y.cam, 253-835-2631; Scott Sproul, Scott.SnroulAcityoffederal►vay.com, 253-835-2633 3. Due to permit volumes, if applicable, convenience store/gas canopy comments will be forwarded to you under separate cover by Leila Willoughby -Oakes. 4. Building approved the accessory storage building permit (18-102693-00-CO). No comments apply. PW Traffic, Sarady Long, Sarad .Lon a.citvoffederalway.com, 253-835-2743 5. If applicable, Traffic and frontage improvement comments for all three related building permits (canopy, accessory building and convenience store) will be forwarded to you under separate cover by Leila Willoughby -Oakes. Mr. Hopper August 17, 2018 Page 2 of 6 CD Planning, Leila Willoughby -Oakes, leila.willou lib -oakes ci offederalwa .corn, 253-835- 2644 The following planning comments apply to the canopy, convenience store, and accessory building. 6. Planning has no comments and approves gas canopy as proposed (18-102694-00-CO). 7. Pedestrian connections should be provided between properties to establish pedestrian links to adjacent buildings, parking, pedestrian areas and public rights -of -way. Add an ADA compliant pedestrian walkway from the southeast corner to the site connecting the intersection with the proposal. 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. You may terminate at the curb -cut. 8. Sheet A1.1-2.2 -Provide a scale on the elevation plans or note N.T.S. 9. Please describe if the accessory storage building will match the building design and color of the store. 10. Please see the enclosed spill prevention plan guidelines and revise. At the time of the CO submittals, staff unfortunately did not have these PW guidelines for Barghausen. SPPs are related to a new solid waste and recycling code update in 2017. If you have additional questions on revising your Spill Prevention Plan please contact Rob van Orsow at 253-835-2770. 11. The architectural elevations do not match the approved plan -set or are labelled incorrectly. Sheet B2.2 does not include wall lighting with cut off -shields (North/East Elevation). Planning requests lighting for CPTED. 12, Please confirm the rooftop electrical equipment will be fully screened on the convenience store building on all elevations (Sheet A2.1). 13. Accessory building - Add a note if the proposed chain -link fencing will comply with the following FWRC 19.115.090(2)(f) provision: "If utilized, chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping as defined by Chapter .i 9 1 ' FWRC, shall utilize vinyl -coated mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps and/or decorative grid pattern. " Provide material and colors. Please confirm if you will be securing the site at the rear of the accessory building. There is limited natural surveillances and human activity in this area. Label any areas you might install chain -link fencing (vinyl black coated with decorative pole caps). 14. Depict groundcover in all Type III `Visual Buffer' landscape buffers and Type IV parking lot landscaping islands. Groundcovers shall be planted and spaced, using a triangular planting arrangement, to result in total coverage of a landscaped area within three years. Process III plans depicted Bergernia "elephant ears" in the landscape buffers. 18-102691-00-CO Doc. LD. 78135 Mr. Hopper August 17, 2018 Page 3 of 6 15. Please add new mulch around the existing pines along the western property line. 16. As a condition of building permit approval, a SEPA addendum describing the increased earthwork quantity change shall be approved by the city for the underground storage tank pit excavation and remedial soil excavation work (6,000 cubic yards versus 2,500 cubic yards). 17. Find the enclosed outstanding Process III decision conditions highlighted. PW Development Services, Ann Dower, ann.dower rrC�7.citvoff'ederalway com, 253-835-2732 Technical Information Report 18. Provide a memo from BioClean providing sizing calculations, design parameters, and approval of the water quality system. 19. Provide design information for the rain garden. 20. Provide information on what the pad north of the storage building will be used for. Plans (General) 21. Add a legal description to the plan set. 22. At least one sheet showing the boundary survey information must be provided that has been stamped by a professional land surveyor licensed in the state of Washington. 23. In the City standard approval block, revise the project number to 18-102691-00-CO. Sheet 3.0 — Demolition and TESC Plan 24. Please clarify Demolition Note 14 by stating "Trees" not "tree" to be protected and saved. The note on the landscape plan (L-1) regarding tree protection must be placed on this plan as well (5' chainlink fence, no parking signage, etc.). 25. The landscape plan anticipates using an existing water meter for irrigation within the public right-of- way. Call this out on the plan and notes to be protected and preserved during demolition and construction. Sheet C 3.1 26. The wet season restriction is not required for this project. 27. Please prepare a construction sequence specific to this site to replace the "recommended" one. 18-102691-00-CO Doc. LD_ 78135 Mr. Hopper August 17, 2018 Page 4 of 6 Sheet 7.0 Drainage Plan 28. Provide a cross section with slopes, dimensions, etc. for the rain garden. See also comments under landscape plans. Sheet 7.1 29. State the load rating for the oil -water separator lid and specify solid, locking. Must meet South King Fire and Rescue requirements (75,000 lbs gross vehicle weight, minimum 22,6401bs on front axle and 46,860 lbs on rear tandem axles, outrigger point load of 45,000 lbs on an 18" x 18" area). 30. The elevation of the second and third orifices on the control structure does not match the elevation in the TIR. Please resolve. 31. Provide rim elevations for the flow splitter and control structure. 32. Verify the storm lines with cleanouts within the canopy footprint are for roof runoff. If not they must drain to sanitary sewer. Sheet 7.2 33. Remove note #8 from the Federal Way Drainage Notes as it is not applicable. 34. State load rating for Stormtech chambers. Must meet South'King Fire and Rescue requirements (75,000 lbs gross vehicle weight, minimum 22,640 lbs on front axle and 46,860 lbs on rear tandem axles, outrigger point load of 45,000 lbs on an 18" x 18" area). Sheet 8.0 Utilities 35. Since there is very little fall between the detention system and the final outfall, staff recommends potholing the storm line connection within the right-of-way and where it crosses other utilities. There may be unidentified utilities, fiber-optic banks, or incorrect elevations to be dealt with. Sheet 10.0 161h Ave Plan and Profile 36. Remove the existing catch basin at station 10+15.54, extend the pipe to the curb line, and install CB #8 at the extension of that pipe. The existing CB at station 11+61.74 cannot be moved; therefore, the proposed configuration for CB #9 is acceptable. Revise other plans accordingly. 37. Move the graphic scale and north arrow to the opposite side of the page (where it isn't covered by the binding) and correct. 1:15 is not a standard scale; use 1:10 or 1:20. Verify that the drawing is actually drawn to scale. 38. For the roadway profile, show proposed 1Zowline and either roadway centerline or edge of pavement elevations instead of back of walk and front of walk. If the cross slope from centerline of 16"' Ave S is generally 2%, then roadway centerline may be provided. If the cross slope is steeper, please provide edge of pavement. 18-102691-00-CO Doc ID 78135 ti 0 Mr. Hopper August 17, 2018 Page 5 of 6 39. State vertical scale on the profile. 40. Correct "vanned grate" to "vaned grate." 41. Show existing utilities in the profile and plan views. They should be half -tone or dashed so as not to obscure proposed information. 42. 16t" Ave S improvements must include 3' utility strip (not 6'), 8' sidewalk, 6' planter strip, and roadway pavement within a 60' half -width right-of-way. Please revise the cross-section and plans. 43. Show project benchmark description, location, and elevation and state vertical datum on this sheet (KCAS or NGVD-29). 44. Label the right-of-way dedication on the plan and profile. Sheet 10.1 45. Label curb return C 1 on the plan view and provide information in the curb return table for the other curb return. Sheet 11.3 Details 46. Add City of Federal Way Details 3-4 (curb), 4-1 (Type 1 CB), 4-3 (Type 2 CB), 4-10 (Vaned Grate), and 4-11 (Marker). Sheet L-1 Landscape Plan 47. Specify 2.5" caliper street trees. 48. Provide a cross section of the rain garden and include soil type/depths. Sheet L-3 Irrigation 49. Install an irrigation system within the public right-of-way with a controller off of the separate water meter. Street Lighting 50. Add City of Federal Way street lighting notes. Documents 51. Complete and return the bond information worksheet and bond quantities worksheet provided. 18-102691-00-CO Doc, La 78135 Mr. Hopper August 17, 2018 Page 6 of 6 Closing Additional review comments from Building, Traffic and South King Fire and Rescue are forthcoming. Please revise your submitted building plans and provide the additional information requested. If you have questions, please contact the project planner at 253-835-2644, or Leila.Willougliby- Cakes cityoffederalway.com. Sincerely, *4<6 Leila Willoughby -Oakes Associate Planner enc: Resubmittal Form PW Dev. Standards - Spill Prevention Plan Template (Page 8) Highlighted Process III Conditions e: Jack Davis, VP Construction, Jacksons, email: iack.daviQiacksons.com Joel Howitt, Senior Planner, Barghausen, email: jhowitt c harihausen.corn Caryl Pinner, Project Manager, Barghausen, email: cginnerog?barghausen.com Rob van Orsow, Solid Waste and Recycling Coordinator, emailed Ann Dower, Senior Engineering Plans Reviewer Greg Kirk, Building Division, emailed Scott Sproul, Building Official, emailed Chris Cahan, South King Fire & Rescue, emailed Brian Asbury, Lakehaven, emailed 18- 102691 -00-CO Doc I.D. 78135 16-102&91-cc co APPENDIX D Spill Prevention and Response Procedures: A Guide for First Responders RECEIVED JUN 2 0 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT SPILL PREVENTION AND RESPONSE PROCEDURES: A GUIDE FOR FIRST RESPONDERS The following information is presented as a guide to assist the HMMP Implementor in developing emergency response and cleanup procedure specific to the subject site. These guidance procedure are for first responders during the initial phases of an incident involving the spill of "significant materials." The measures described below are intended to assist the HMMP Implementor in making decisions regarding emergency response and cleanup procedures but should not be considered a substitute for personal knowledge or judgment of a particular situation. It is the responsibility of the first responder to recognize and determine when the resources of additional personnel are required to manage the incident. Under no circumstances should a first responder attempt to mitigate a situation without the level of personal protective equipment (PPE) necessary to ensure the health and safety of those involved. Initial Response Swift response during the initial phases of an incident may significantly reduce the area impacted by contamination. First responders are individuals who are likely to witness or discover a release of material and are trained in the initial defensive procedures described below. 1. Activate alarms or otherwise warn persons in the immediate area. 2. Assess the immediate health and safety risks to the public and personnel. Any situation that presents a threat must first be mitigated prior to any attempt to stop or control the release. The jurisdictional fire department, police department, and emergency medical technicians should be notified if the situation warrants. 3. Determine the source and nature of the spill. 4. Assess the severity of the situation. Determine whether assistance will be required to contain the leak or spill. 5. Identify spilled material(s) by finding either the name or 4-digit ID number on a placard or shipping panel and determine the level of personal protective equipment (PPE) required to safely approach the release. Refer to material safety data sheets (MSDS), Occupational Safety and Health Administration (OSHA) or National Institute for Occupational Safety and Health (NIOSH) chemical listings, or the Department of Transportation (DOT) Emergency Response Guidebook. 6. Take immediate action to prevent further release of material. Spill Containment and Control If it is determined that the spill presents an immediate risk to health and safety beyond the level of available personal protection, or if management of the spill will require direct assistance from outside sources, then management of cleanup operation shall be relinquished to the appropriate agency and the following procedures shall be suspended. If management of the spill or release can be safely performed by facility personnel, the following measures should be implemented: Dike exposed area with sandbags or booms to contain spill. If possible, prevent the spilled material from entering any conduit of the storm water drainage network (i.e., cover catch basins with Petro -Mats). 2. Once the situation has been mitigated, the release has been stopped, and the substance contained, the DEQ should be notified within twenty-four (24) hours of discovery if the released amount exceeds the reportable quantity listed in OAR 340-108-010. Specifically, report all petroleum releases: Aboveground to land in excess of forty-two (42) gallons. Aboveground to public waterways which result in a sheen of the water. Abatement Cleanup procedures and necessary cleanup equipment and supplies will vary depending on the severity and nature of the product release. Clean up of small product releases may be accomplished by the first responder with assistance from other facility personnel as required. For this reason the Plan Implementor, in accordance with Schedule A, Section 1.b.(2) of the Storm Water Discharge Permit, shall be responsible for maintaining an inventory of appropriate cleanup equipment and supplies. An Emergency Response Kit may include such items as: • MSDS Sheets • Rubber gloves, boots, apron • Plastic bags • Absorbents (e.g., pads, booms, sawdust, etc.) • Nonsparking tools (e.g., shovel, rake, etc.) • Labels • 30 gallon drum • Respirator Cleanup of large volume releases, or releases that affect groundwater or surface water may require greater manpower, specialized equipment, and technical expertise for proper remediation. The DEQ may require specific cleanup requirements to be taken. In these situations, it is best to seek the advice and expertise of qualified consultants and cleanup contractors who can respond appropriately to emergency spill situations. 30-Gallon S ill Kit Drum Invento Spill Kit Instructions 30-gallon drum and bolt ring Absorbent W 10 quart Spill Response Not Pad Pertosorb Log Pertro-Plug Tube Petro -Mat - 20"x30" 1000' Roll of Caution Tape Disposable Bag Black 1.1 mil with handle 2"x60 yard roll of Duct Tape EZ-Sorb Pad - 16"x20" EZ-Sock - 3"x48" Latex gloves Black PVC gloves Spill Kit Label Ziploc Bag - 2mil 6"x10" Project Name Jacksons Food Store No. 636 Applicant PacVVest Energy, LLC Project Location 1520 S. 348th Street, Federal Way Tracking No. File #16-105763-00-PC Jt4716- /Cza& 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 IV. MATERIAL LIQUID(gallons) SOLID ounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants 10- Gallon Sized Cont. (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides 6- Quart Sized Cont. (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention solutions (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases 40,000 - Gallon USTs and 30- Quart Sized Cont. (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 (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet. — COMUNFY DEVELOPMENT Z Bulletin #056 —January 1, 2011 Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement Project Name Jacksons Food Store No. 636 Project Location 1520 S. 348th Street, Federal IV. FURTHER INFORMATION Applicant PacWest Energy, LLC Tracking No. File #16-105763-00-PC Provide the approximate quantity of fill and source of fill to be imported to the site. imate QuaFltitv of� IImported Fill Source of Fill City approved source. 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 Ill. Check box(s) #2 through 45 (and Fill in appropriate blanks) of the below table if they apply to your facility or activity. #1 [qhhe proposeddevelopment will not store, handle, treat, use, produce, recycle, or dispose of any of e types and quantities of hazardous materials or deleterious substances listed above. #2 [bove ground storage tanks, having a capacity of gallons will be installed. #3 [onstruction vehicles will be refueled on site. Storage within wholesale and retail facilities of hazardous materials, or other deleterious 4 4 [X] substances, will be for sale in original containers with a capacity of x gallons liquid or _pounds solid. approximately 20 The presence of chemical substances on this parcel is/will be for "temporary" non -routine 45 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity ofy gallons liquid or __pounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [PHydrau ter infiltration system (e.g.. french drain, dry well, stormwater swale, etc.) #2 [ lifts or elevator, chemical systems. or other machinery that uses hazardous materials #3 [ protection wells #4 [llsmonitorigwells, resource protection wells, piezometers #5 [ction devices, training for employees for use of hazardous materials, self-contained y, etc. SIGNATURE Signature Joe Hempel Print Name 8/24/17 Date Ifyou have any questions shout filling out this application forst, please contact tine Departrneitt of Community Development's Pernril Center at 253-835-2607, or per► ritcenterCa cit3�ofj`edeahvay.com. Please be advised that an application for a development perinit lacking the required information will not be accepted. Bulletin #056 — January I, 2011 Page 3 of 3 k:\Handouts\Hazardous Materials Inventory Statement Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division 33325 - 8th Avenue South Federal Way, WA 98003 CIVIL ENGINEERING, LAND PLANNING, SURVEYING February 12, 2018 ES U tvII TTE® HAND DELIVERY (253) 512-2261 FEB 13 2018 ICI' y OF p�Ep'- WAY E�"iLOP'ME T RE: Responses to Technical Review Comments Jacksons Food Store 1520 South 348th Street, Federal Way, Washington 98003 City of Federal Way File Nos: 17-105138-UP and 17-105139-SE Jacksons Food Store No. 636 / BCE Job No. 17764 Dear Ms. Willoughby -Oakes: We have revised the plans and technical documents for the above -referenced project in accordance with your Technical Review Comments letters dated January 17, 2018 and January 29, 2018. Enclosed are the following documents for your review and approval: 1. One (1) completed City of Federal Way Resubmittal Information Form 2. Six (6) sets of the Revised Civil Plan Set prepared by Barghausen Consulting Engineers, Inc. dated July 13, 2017 3. Six (6) sets of the Revised Tree Retention, Landscaping, and Irrigation Plan Set prepared by Barghausen Consulting Engineers, Inc. dated July 13, 2017. 4. Six (6) sets of Revised Building Elevations prepared by Barghausen Consulting Engineers, Inc. dated November 11, 2016 5. Five (5) copies of the Revised Technical Information Report prepared by Barghausen Consulting Engineers, Inc. 6. Six (6) copies of the revised SEPA Checklist prepared by Barghausen Consulting Engineers, Inc. dated February 12, 2018 7. Six (6) copies of the Revised Trip Generation Estimate Table prepared by Transportation Engineering NorthWest (TENW) 8. Six (6) copies of the email from Brian Asbury, Lakehaven Water and Sewer District, dated January 17, 2018 The following outline provides each of the comments in italics exactly as written, along with a narrative response describing how each comment was addressed: TECHNICAL REVIEW COMMENTS CD PLANNING DIVISION Leila Willoughby -Oakes, 253-835-2644,leila.willougbv-oakes@cityoffederalway.com 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • KLAMATH FALLS, OR • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 2 - February 12, 2018 1. Boundary Line Adjustment — Find the BLA checklist enclosed. You may start the preliminary BLA application process and preliminary approval, and hold off on recording. Barghausen Engineering indicated the applicant does not want to record before property closing. A survey will be required for a commercial lot consolidation as the construction permits cannot be issued until the BLA is recorded and for commercial lots a professional survey is required. Response: An application and the applicable submittal documents for a Boundary Line Adjustment are currently being prepared for submittal. 2. Landscaping/Tree Retention - a. Provide tree protection fencing around the critical root zone of retained trees (i.e. west property line) on the construction drawings per FWRC 19.120.160. Response: Tree protection fence has been added. b. Confirm with Brian Asbury at Lakehaven to clarify there are no landscaping conflicts with utility easements per FWRC 19.125.040(18). Response: Per an email from Brian Asbury of Lakehaven Water and Sewer District dated January 17, 2018, there are no expected on-site/perimeter landscaping conflicts with any existing Lakehaven Water and Sewer District easements or facilities. c. Please add more evergreen species in the east and south Type 111 perimeter landscape buffers. Response: More evergreen species have been added to the east and south perimeter Type III landscape buffers. d. Any existing clay or sandy soils shall be augmented with an organic supplement. Response: This note has been added to the landscape notes. e. Per FWRC 19.125, building walls which are uninterrupted by window, door, or other architectural feature(s) listed in Chapter 19.115 FWRC, Community Design Guidelines (FWRC 19.115.060(3)(b)), that are 240 square feet or greater in area, and not located on a property line, shall be screened by landscaping. Such planting shall include trees, shrubs and groundcover appropriate for the area proposed. Please note this will apply to the accessory structure and facades not visible from the ROW or residential uses. Response: Landscaping is not being utilized to satisfy the articulation requirements. f. Landscaping Performance — The following applies if landscaping is not installed prior to final occupancy. Please advise the contractor of the above and do request advance notice for scheduling inspections (i.e. erosion control, planning and building). To schedule your final planning and landscape inspections contact Leila Willoughby -Oakes at 253-835-2644. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 3 - February 12, 2018 Performance assurance. If the required landscaping pursuant to an approved site plan will not be installed prior to the issuance of certificate of occupancy, a performance bond or assignment of funds in a form acceptable to the city attorney must be provided to the city to not less than 125 percent of a contractor's bid. The bond or assignment of funds must be approved by the city and will commit to install the landscape plantings within six months. The bond must be submitted on forms supplied by the city. The bid bond amount must include labor and materials (FWRC 19.125.090). Response: This note had been added to the landscape notes g. Sod/Grass Areas "Optional**: As there is no irrigation proposed in the grass area behind the sidewalk within the right-of-way, Planning recommends installing drought resistant groundcover (i.e. shrubs) during your other landscape installations for beautification. Sod areas are not drought resistant without irrigation and additional native plantings would minimize evaporation. The PIN Development Services staff approves this option if not in the planter strip. Response: Irrigation has been added to grass areas and right-of-way. ii. Rear Accessory Structure: Please confirm the grass area will not exceed 75 percent of the total landscaped area. Native species preferred. Response: The grass area near the rear accessory structure is 60 percent of total landscape area. 3. Fencing —Replace any existing chain link fencing (i.e. western property line, etc.) visible from the ROW and adjoining properties - not screened by Type 1 landscaping with vinyl -coated, mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps. Plastic slats are not encouraged. • Please advise if the applicant proposes fencing along the northern and western property lines for site security. The same standards would apply. • Planning advises using materials less susceptible to tagging and/or vandalism. Response: The existing chain -link fencing along the west (southern lot adjacent to Greg's Auto) will be replaced with new black coated chain -link and pole caps will be added. The existing chain -link fencing along the west (northern lot) will be repaired as necessary and not colored; this fence is not visible to the public. New black coated chain -link fencing is proposed along the north and south property boundaries of the northern lot. Pole caps will be installed. Sheets C3.0 (new demolition callout number 33) and C4.0 (new site development note number 35) of the Civil Plans have been revised to remove and replace the existing chain -link fence with chain -link fence that meets Federal Way standards. 4. Directional Signage — Delineate the parking and vehicle circulation areas using directional signage (i.e. pavement markings/small signs) (FWRC 19.115.050(2)(b)). Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 4 - February 12, 2018 Response: Sheet C4.0 (new site development note number 36) of the Civil Plans has been revised to include proposed directional pavement markings. 5. Design Review a. Please provide a scale on the elevations. Response: The scale has been added in written form and with a graphic scale. b. Sheet A2.1 — As a condition of the Process 111 decision the building entrance shall be maintained as transparent glass areas (i.e. no advertisements or window stickers). Response: The comment is acknowledged. c. Is there an Elevation Sheet A2.2? Please provide the north and west elevations of the Jacksons building and the elevations for the outbuilding. The following codes will still apply to these facades. i. Approximately 30 % of the northern elevation will be visible from 16th Ave. S.; therefore, FWRC 19.115(2) and (3)(a) and (b) shall still apply (fagade modulation, canopies and building articulation). A canopy, landscape trellis, beveling and method of articulation listed in FWRC 19.115(3)(b)(i)-(vii) would be sufficient options. Response: Please refer to the enclosed Sheet A2.2. Although the majority of the northern elevation is not visible from 16th Avenue South, architectural treatments to satisfy the articulation requirements have been incorporated into the design, including a decorative cornice, changes in colors, and variation of materials and textures. li. Building walls which are uninterrupted by window, door, or other architectural feature(s) listed in Chapter 19.115 FWRC, Community Design Guidelines (FWRC 19.1 15.060(3)(b)), that are 240 square feet or greater in area, and not located on a property line, shall be screened by landscaping. Such planting shall include trees, shrubs and groundcover appropriate for the area proposed (FWRC 19.125.040(22). Response: Please refer to the enclosed Sheet A2.2. architecture treatments to satisfy the articulation requirements have been incorporated into the design, including a decorative cornice, changes in colors, and variation of materials and textures. X. Place physical features, activities, and people in visible locations to maximize the ability to be seen, and therefore, discourage crime. Avoid barriers, such as tall or overgrown landscaping or outbuildings, where they make it difficult to observe activity. How is the design of the outbuilding or the elements proposed to maximize observable activity? Response: Surveillance cameras are utilized as a part of the Jacksons program. If additional security measures are found to be warranted an additional chain -link fence may be added along the west wall of the Accessory Storage building with man gates to obtain access to the drainage facility. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 5 - February 12, 2018 iv. The accessory building shall be consistent with the primary building relative to architecture, materials and colors — for example a matching veneer apron, a canopy, etc. Response: The Accessory Storage Building is not visible from the public right-of-way. However, the exterior will be painted to match the new convenience store structure. Please refer to the exterior elevation drawing Sheets A2.3 and A2.4. v. Provide access control by utilizing physical barriers such as bollards, fences, doorways, etc., or by security hardware such as locks, chains, and alarms. Where appropriate, utilize security guards. All of these methods result in increased effort to commit a crime and, therefore, reduce the potential for it to happen. Response: Bollards will be installed at the center head of each parking stall to prevent vehicles from driving into the building. New and/or existing chain -link fencing will be installed around the perimeter of the site as it is today, with the exception of along the street frontages. Structures that provide doorway and security hardware will be installed on the emergency exit door. This is a 24 hour / 7-day per week operation. d. Please confirm the canopies have a minimum 6 ft. projection. Response: There is a 2-foot deep soffit along the frontage facing facades of the new convenience store. There are 4'-3 1/2" deep and 5'-3 1/2" deep canopies proposed that attach to the face of this soffit. Cumulatively, the coverage is over 6 feet. Please reference Sheets A2.1 and A2.2. e. The applicant may, per the FWPD, consider providing a locked gate to the accessory building and solid waste enclosure. Response: The comment is acknowledged. This option will be discussed with the property owner for potential consideration in the future. 6. Signage — Reviewed under separate permits, please contact the Permit Center at 253-835- 2607. Response: The sign contractor, YESCO Engineering, will file for and obtain the sign permits. As noted on the exterior elevations, permits for signs are by others. 7. CPTED "Optional" — Staff reviewed the CPTED checklist. FWRC 19.115.010 outlines the following CPTED principles when reviewing proposals: Natural surveillance. This focuses on strategies to design the built environment in a manner that promotes visibility of public spaces and areas. Access control. This category focuses on the techniques that prevent and/or deter unauthorized and/or inappropriate access. Ownership. This category focuses on strategies to reduce the perception of areas as "ownerless "and, therefore, available for undesirable uses. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 6 - February 12, 2018 In light of enhancing natural surveillance (particularly behind the accessory building) and access control, you may consider the Safe City Camera prograrrr as Jacksons Food Stores is 24 hrs. Safe City is a collaborative relationship between Federal Way property owners and FWPD in which FWPD may access footage real-time. The Safe City program can enhance the notion that the greater the risk of being seen, challenged or caught the less likely one may be to commit a crime pursuant to FWRC 19.115.010(2)(c)(i). Please note this comment is a recommendation only and Safe City Camera will not be a land use condition of the SEPA threshold determination as the gas station is an existing use. If the applicant wishes to participate, they will be responsible for costs associated with hardware installation, hardware (3 year warrantee) and long term maintenance, staff time and the King County installation crew. Several new projects in spring/summer2018 will be installing Safe City cameras. If you have any questions please contact Lindsey Sperry, Crime Prevention Analyst, at 253-835- 6720 or Lindsey. Seery @!qyoflederalway.com or Commander Chris Norman at 206-510-5005. Response: Thank you for this valuable information. Jacksons Food Stores, Inc. utilizes security cameras at all of their locations and will provide them on the west wall of the Accessory Storage Building. Should this prove insufficient, additional chain -link fencing may be added along the west wall to avoid access to that west area of the site. The emergency door on the west wall of the new storage will have an alarm if opened. Given the potential for crime, plantings are not proposed along the walls of the store to avoid harboring of Individuals. 8. Solid Waste and Recycling —Please see Rob van Orsow and Ann Dower's comments below. Provide a garbage enclosure elevation showing 100% site obscuring fencing/screening and appropriate landscaping screening from abutting properties and areas visible from 16th Ave. S. Please note the city updated FWRC 19.125.150 solid waste codes post pre -application. The enclosure materials should match the main structure. [Illustration is not shown to conserve space.] Response: The trash/recycle enclosure is built of concrete masonry material and will be 6 feet in height. The solid access gates utilizing B-deck type material and will be painted to match the adjacent Accessory Storage Building and the convenience store. Please refer to Sheets A2.3 and A2.4. SEPA Checklist 9. Sheet A2.1 — Please note the following may not be exempt from SEPA and may require outside agency permit per WAC 19.7-11-800(1)(a)(ii): a. Minor new construction that requires a license governing emissions to air that is not exempt under RCW 43.21 C.0381. Response: All necessary permits, licenses, and certifications related to the installation of the new underground storage tanks and fuel system that are not exempt from SEPA will be obtained within the required timelines and notice periods. 10. The city is in receipt of one SEPA comment from Washington Department of Ecology. Please find the document enclosed regarding underground storage tanks. Contact Katy Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 7 - February 12, 2018 Gibbs, kat . gibbs@ec .wa. ov or Amelia Petersen at 425-649-7244 with any questions. Ecology's comments will be incorporated as either SEPA conditions or conditions of the Process III 'Project Approval' and the following conditions will apply: a. Installation of new underground storage tanks must meet the requirements of the state underground storage tank regulations (Chapter 173-360 WAC). The regulations and required forms are available from the Department of Ecology (DOE) at http:llapp.ie-Q.wa.gov/WAG/defaultaspx?cite-173-360, http:iiwww.ecy.wa.-govi programsltcplust-Iustl2o11102-ins_ta_tia_tio_n.html, or by calling (360) 407-7170, or toll - free at 1-800-826-7716. Response: All WAC and DOE requirements pertaining to the installation of the UST system will be followed and met. b. A notice of intent to install tanks must be filed with DOE at least 30 days prior to installation. Within 30 days after coming into service, the tanks must be registered with the Department of Revenue's Business License Service on a state notification form (http:llbls.dor.wa.aov/forms/700041.pdf and https://fortress.wa.pavlecvlpubli- catio ns1S ummaryPaereslECY42095. htm l) . Response: A notice of intent (NOI) will be filed with DOE as required. c. The supervisor on site during the installation must be licensed by passing an exam administered by the International Code Council (ICC) (www.iccsafe.orp). Response: The comment is acknowledged. d. New tanks and any connected piping must be protected from corrosion by either a cathodic protection system, or by being constructed or coated with a non -corrosive material such as fiberglass. An acceptable method of leak detection must be employed, and the tanks must be equipped with spill prevention and overfill protection equipment. Response: The new underground storage tanks and petroleum piping will be double -wall fiberglass. Spill prevention buckets will be installed at all appropriate access manholes, as well as sumps under each fuel dispenser. Overfill protection and alarm will be installed. A state of the art leak detection system will be installed. e. Stage I vapor recovery equipment is required on all new gasoline dispensing facilities with a total gasoline nominal storage capacity greater than 10,000 gallons. Also, a certified Stage II vapor recovery system is required for these facilities in all Western Washington counties (Chapter 173491 WAC). Response: All necessary permits, licenses, and certifications related to the installation of the new underground storage tanks and fuel system, including Stage I vapor recovery, will be obtained within the required timelines and notice periods. The project will be compliant with all necessary regulations regarding air emissions from the Washington State Department of Ecology, the Puget Sound Clean Air Agency, and the United States Environmental Protection Agency. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 8 - February 12, 2018 DEVELOPMENT SERVICES DIVISION Ann Dower, Development Services, 253-835-2732, ann.dower@cityoffederalwa_V.com SEPA Checklist 1. The under -canopy area must be discharged to the sanitary sewer system, not the onsite stormwater system. Please revise the answer to c.3.1 accordingly. Response: The answer to 3.c.1 on the SEPA Checklist has been revised to reflect this requirement for the under canopy area to be discharged to the sanitary sewer system. Sheet C5.0 of the Civil Plans has been revised to include additional callouts to clearly show the sewer tie in. The proposed under -canopy drainage will discharge into the proposed sanitary sewer system. 2. Add to the answer for c.3.2 that stormwater discharge will meet flow control and water quality requirements outlined in the 2016 King County Surface Water Design Manual. Response: The answer to 3.c.2 on the SEPA checklist has been revised to say that the resulting stormwater discharge will meet flow control and water quality requirements outlined in the 2016 King County Surface Water Design Manual. Please see the accompanying Technical Information Report prepared for this site. The stormwater flow control and water quality measured will comply with requirements outlined in the 2016 King County Surface Water Design Manual. Prior to final land use approval, the following technical review comments shall be addressed. Civil Plans Provide the following general information on the plan set. • Impervious area • Building dimensions • Parking stall dimensions • Width of the proposed sidewalk, planter strip, and street widening within the public right-of-way 1. Provide a section view of the street improvements, including pavement depths. 2. Provide a cross-section view of the detention and treatment system. 3. Show proposed solid waste enclosure drainage management on the drainage plan. Response: Sheet C1.0 of the civil plans has been updated to include imperious area data. Sheet C4.0 has been updated to include dimensions of the sidewalk, planter strip, and street widening within the public right-of-way. An additional Sheet C7.0 has been created to show cross - sections of the detention system and the street improvements. Sheet C5.0 of the civil plans has been revised to show that the solid waste enclosure will sheet flow towards a proposed inlet that leads to the proposed Stormtech vault. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 9 - February 12, 2018 TIR The downstream analysis description for TDA West appears to terminate too early. It must extend at least 114 mile downstream from the point of discharge. Response: The downstream analysis provided for TDA West extends 0.25 miles to the closed storm drainage system of Pacific Highway South. Please see Figure 7- Off -Site Analysis Drainage System Tables of the TIR. Landscape and Irrigation Plans A separate metered irrigation service is required for the planter strip and street trees within public right-of-way. Response: Sheet C5.0 of the Civil Plans has been revised to indicate that the existing irrigation meter near South 348th Street will be reused for irrigation service within the public right-of-way. Boundary Line Adjustment Please see the PW BLA Review Checklist enclosed for your future submittal. Response: An application and the applicable submittal documents for a Boundary Line Adjustment is in the process of being prepared for submittal to the City of Federal Way. PUBLIC WORKS SOLID WASTE & RECYCLING DIVISION Rob Van Orsow, Rob. Van Orso w9 cityoffederalwa V. com, 253-835-2770 See Public Works Solid Waste checklist enclosed. Provide enclosure specs, elevations and materials with your next submittal. If applicable, additional SW&R comments will be sent under separate cover with Traffic's. Response: Elevations of the proposed trash/recycle enclosure have been provided; please refer to Sheets A2.3 and A2.4. PUBLIC WORKS TRAFFIC DIVISION Sarady Long, Public Works Traffic, Sarady.Long@cityoffederalway.com 253-835-2743 The Public Works Traffic Division has finished reviewing the materials submitted and provides the following comments. Studies- Trip Generation 1. Use the latest ITE Trip Generation Manual to estimate the trips generated by the project. Response: An updated trip generation estimate prepared by Transportation Engineering NorthWest has been included with the resubmittal. The trip generation estimate uses the latest ITE Trip Generation Manual. 2. The proposed 1,910 SF accessory storage building should be included in the trip generation estimation. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 10 - February 12, 2018 Response: The 1,910-square-foot accessory storage building has been included in the updated trip generation estimate prepared by Transportation Engineering NorthWest. 3. Use ITE LUC 960 (Super Convenience Market/ Gas Station) for the proposed use and LUC 945 for the existing use. Since the significant business is related to sale and fueling, gross floor area should be considered in estimating the trip generation. Response: The comment is acknowledged. ITE LUC 960 has been used as the existing use in the updated trip generation estimate prepared by Transportation Engineering NorthWest. SEPA 1. 14.d — Include right-of-way dedication of 18' on 16th Ave S to accommodate the improvements. Response: The comment is acknowledged. The answer to 14.d in the SEPA Checklist has been revised to include the right-of-way dedication of 18 feet on 16th Avenue South to accommodate the required frontage improvements. 2. 14.h —Include frontage improvements on 16th Ave S, which would be stripped as a SB right - turn lane. Response: The answer to 14.h in the SEPA Checklist has been revised to include the frontage improvements on 16th Avenue South, which will be striped as a southbound right turn lane. Frontage improvements have been included. See Sheet C5.0. Plan 1. Show dimensions of ROW improvements (Planter, sidewalk, taper, etc.). Response: Additional dimensions have been added to Sheet C4.0 as well as detail to Sheet C7.0. 2. ROW improvements plans should include appropriate street cross-section. Response: For street section see Sheet C7.0. 3. Channelization plans must be reviewed and approved by WSDOT. Please note, justification report must be submitted to WSDOT for approval. Response: The comment is acknowledged. 4. Submit channelization Plans and signal modification plans for review and approval. Response: Additional detail has been added for channelization and signal plans will be provided at the engineering stage. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division 5. Submit street lighting plans for review and approval at engineering stage. Response: The comment is acknowledged. LAKEHAVEN WATER & SEWER Brian Asbury, BAsbury@lakehaven.orq February 12, 2018 1. The applicant has completed and submitted to Lakehaven an application for Certificates of Availability (issued August 15, 2017). Response: The comment is acknowledged. 2. Please submit Lakehaven applications for any necessary water and or sewer connections. Response: Applications for the necessary connections to the Lakehaven water and sewer facilities are being prepared and will be submitted to the Lakehaven Water and Sewer District when complete. 3. Per FWRC 19.125.040(18), confirm with Lakehaven that the landscaping proposed to be located within or adjacent to utility easements can be approved by the agency (i.e. special planting req's). Response: Per an email received on January 17, 2018 from Brian Asbury, there are no expected conflicts with the proposed landscaping located within or adjacent to the utility easements. SOUTH KING FIRE & RESCUE Chris Cahan, 253-946-7243, Chris.Cahan@southkingfire.org A Certificate of Water Availability shall be provided indicating the fire flow available at the site. Response: A Certificate of Water Availability has been issued by the Lakehaven Water and Sewer District. The Certificate of Water Availability states that fire flow available at the site is approximately 2,500 gallons per minute (gpm) for two hours or more. The certificate was issued on August 14th, 2017. Fire Hydrants: This project will require 1 fire hydrants, existing fire hydrant on the corner of 16th Ave S and S 348th should suffice. Response: This comment is acknowledged. The service map provided with the Certificate of Water Availability by the Lakehaven Water and Sewer District confirms the location of the existing hydrant at the corner of South 348th Street and 16th Avenue South. Fire hydrants shall be in service prior to and during the time of construction. Response: The existing fire hydrant at the corner of 16th Avenue South and South 348th Street is proposed to be relocated as part of the project. It will be relocated and will be in service prior to and during the time of construction. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division -12- February 12, 2018 A note has been added to Sheet C5.0 of the civil plan to indicate that the hydrant shall be in service prior to and during time of construction. Fire Access Roads: Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. Fire apparatus access roads: • Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. • Shall be designed and maintained to support the imposed load of a 75,000 pound fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. • Shall be not less than a 32 foot inside turning radius and not less than a 40 foot outside turning radius. • With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac or Fire Department approved alternative at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. • Gradient shall not exceed 12 percent. Response: There is a 20-foot-wide unobstructed access drive along the north wall of the new convenience store with full vertical clearance. The pavement will be designed to withstand the imposed 75,000-pound load and be paved with asphalt or concrete. Radius turns of 32-foot inside and 40-foot outside has been accounted for on the current site plan. During the design process there had been several discussions in regard to the dead-end in excess of 150 feet. We had been asked, and had provided, a site plan showing a 300-foot-long hose could extend from the southwest corner of the new Accessory Storage Building to the north edge of the north drive on 16th Avenue South. This has been incorporated into the site plan and can be found on the newly submitted site plan. The site is flat. Sheet C4.0 of the Civil Plans has been revised to include the approved fire truck hose depiction. Designated fire lanes may be required for emergency access. This may be done during the plans check or prior to building final. Response: The comment is acknowledged. Curb will be painted as required to designate the emergency access. Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. Response: The comment is acknowledged. Ms. Leila Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 13 - February 12, 2018 Fire Alarm: A Fire Alarm System is required. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. Response: A Fire Alarm System will be installed within the new convenience store. Fire Department Lock Box: A recessed fire department "Knox" brand key box shall be installed on each building Response: Lock boxes will not be installed on the new structures. This is a 24 hour / 7-day per week operation. Kitchen Fire Extinguishing System: If a Type 1 hood system is used a Kitchen Fire Extinguishing System will be required. Response: The convenience store does not have a kitchen. The "hot food" program consists of a standard convection oven and a couple of hot dog roller grills. A Type 1 hood system is not required or proposed. DEPARTMENT OF ECOLOGY See enclosed SEPA comments. Response: Please see the above responses that address the comments on the SEPA Checklist. We believe that the above responses, together with the enclosed revised plans and technical documents, address all of the Technical Review Comments in your letter dated January 17, 2018. Please review and approve the enclosed at your earliest convenience. If you have any questions, please contact me at (425) 251-6222 Ext. 1073 or jhowitt@barghausen.com. Thank you. Sincerely, AP4* Joe! A. Howitt r Pfoject Planner JAH/dm 17764c.009.docx enc: As Noted cc: Mr. Scott Davis, Jacksons Food Store, Inc. Mr. Scott Stom, Jacksons Food Store, Inc. Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Ms. Caryl Pinner, Barghausen Consulting Engineers, Inc. Mr. Chris Jensen, Barghausen Consulting Engineers, Inc. Mr. Patrick Hopper, Barghausen Consulting Engineers, Inc. 1 3 FEB 12 2018 DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South CITY 0'_ FEDERAL WAY Federal Way, WA 98003-6325 CITY OF COMtiiUNITY i]EVELQPME-,NT 253-835-2607; Fax 253-835-2609 Federal Way www.cityoffederalwa_Y com RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. "Pleasenote- Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. "" ANY CHANGES TO DRAWINGS MUST BE CLOUDED. 1 7- 1 0 5 1 3 8- U P Project Number: 1 7_ 1 0 5 1 3 9- S E_ Project Name: Jacksons Food Store #636 Project Address: 1520 S 348th Street & 34713 S 16th St. Federal Way, WA. Project Contact: Joel Howitt Phone: (425) 251-6222 RESUBMITTED ITEMS: # of Copies *" Detailed Description of Item 6 Civil; 6 LS Revised Civil Plan Set; Revised Preliminary Landscape Plan Set 6 ✓ Revised Building Elevations XTIR; 6 SERA Revised TIR Report; Revised SEPA Checklist 6 Revised Trip Generation Estimate Table 6 Email from Lakehaven Water & Sewer BCE Comment Response Letter �I l "Always submit the same number of copies as required for your initial application." C- ID Resubmittal Requested by: Leila Willoughby -Oakes Letter Dated: 01 / 17 / 2018 to ember) t t P OFFICE USE ONL Y RESUB #. 1 Distribution Date: Lfqllr By.. OV) Dept/Div Name # Description Building C Planninq PW Fire Other Bulletin #129 — January 1, 2011 Page 1 of 1 k:\Handouts\Rcsubmittal Information 1�k CITY OF Federal Way DATE: January 26, 2018 TO: Leila Willoughby FROM: Sarady Long �Z� SUBJECT: JACKSONS FOOD STORES - (17-105138-00-UP) 1520 S 348TH ST MEMORANDUM Public Works Department The Public Works Traffic Division has finished reviewing the materials submitted and provides the following comments. Trip Generation 1. Use the latest ITE Trip Generation Manual to estimate the trips generated by the project. 2. The proposed 1,910 SF accessory storage building should be included in the trip generation estimation. 3. Use ITE LUC 960 (Super Convenience Market/ Gas Station) for the proposed use and LUC 945 for the existing use. Since the significant business is related to sale and fueling, gross floor area should be considered in estimating the trip generation. SEPA 1. 14.d — Include right-of-way dedication of 18' on 16th Ave S to accommodate the improvements. 2. 14.h — Include frontage improvements on 16th Ave S, which would be stripped as a SB right -turn lane. Plan 1. Show dimensions of ROW improvements (Planter, sidewalk, taper, etc.). 2. ROW improvements plans should include appropriate street cross-section. 3. Channelization plans must be reviewed and approved by WSDOT. Please note, justification report must be submitted to WSDOT for approval. 4. Submit channelization Plans and signal modification plans for review and approval. 5. Submit street lighting plans for review and approval at engineering stage. PUBLIC WORKS DEPARTMENT CITY OF 33325 8`h Avenue South —�. Federal Way Fax 98003-6325 Federal Way 253 � -835-2700;Fax 253-835-27092709 �Kle�?�Iway.coni CAPAaTYRESERYE CERTIFICATE (CRC) This CONCURRENCY DETERMINATION is made this 20"' day of January 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 Jackson Foo_d Federal ii ay reviewed under City file CN Number(s) I7-105142-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 75I2 sinew commercial huildina based on the facts and conditions set forth herein. Development Parameters This CONCURRENCY DETERMINATION is based on the following development: Development type: Jackson Food Store (Commercial bldg.) Development size: 7512 sq. ft. Property address: 1520 S 348" St. Federal Way, WA 98003 Parcel No. (s): 889700-0015 and 889700-0095 Number of New PM Peak Hour Vehicles Trips Generated: 36 Validity of Concurrency 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. i� Approved By: Date: Zt T.,� Z04 Printed Name: Richard A. Perez RE Title: City raf#ie Engincer MEMORANDUM CITY OF Federal Way DATE: 12/ 19/ 17 TO: Leila Willoughby -Oakes FROM: Ann Dower SUBJECT: JACKSONS FOOD STORES - (17-105138-00-UP) 1520 S 348TH ST ; First technical review Public Works Department PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732, ann.dowe rC� cityo ffede ralway. corn) SEPA Checklist: 1. The under -canopy area must be discharged to the sanitary sewer system, not the onsite storm water system. Please revise the answer to c.3.1 accordingly. 2. Add to the answer for c.3.2 that storm water discharge will meet flow control and water quality requirements outlined in the 2016 King County Surface Water Design Manual. Prior to final land -use approval, the following technical review comments shall be addressed: Civil Plans 1. Provide the following general information on the plan set: impervious area • building dimensions. • Parking stall dimensions • Width of the proposed sidewalk, planter strip, and street widening within the public right-of-way 2. Provide a section view of the street improvements, including pavement depths. 3. Provide a cross-section view of the detention and treatment system. 4. Show proposed solid waste enclosure drainage management on the drainage plan. TIR The downstream analysis description for TDA West appears to terminate too early. It must extend at least 'A mile downstream from the point of discharge. Landscape and Irrigation Plans A separate metered irrigation service is required for the planter strip and street trees within public right-of-way. Landscape and Irrigatmon Plans A separate, metered irrigation system for City ownership and maintenance is required for the street trees and planter strip within public right-of-way. FILE 1�kCITY OF Federal Way November 21, 2017 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor Joel Howitt - Emailed: iLowitt@barghauseii.com barghausen.com Barghausen Consulting Engineers 18215 72"'d Avenue South Kent, WA 98032 RE: File Nos: 17-105138-00-UP & 17-105139-00-SE; LETTER OF COMPLETENESS Jacksons Food Stores No. 636, 1520 S. 3481h St. and 34713 S. 161h St., Federal Way Dear Mr. Howitt: The Community Development Department is in receipt of your October 25, 2017, Process III and State Environmental Policy Act (SEPA) Master Land Use (MLU) application. Your proposal includes the demolition of an existing Shell gas station, mini -mart and carwash. You propose to construct a convenience store and an accessory storage building (approximately 6,000 sq. ft. +/-) and two (2) additional underground fuel storage tanks. Pursuant to Federal Way Revised Code (FWRC) 19.15.045, within 28 days of receiving an application, the city shall determine if all information and documentation required for a complete application has been submitted. The applicant submitted additional information requested by the city on November 1, 2017. NOTICE OF COMPLETE APPLICATION Please consider this letter a Notice of Complete Application. Pursuant to FWRC 19.15.045(2) and 14.10.020, the application is deemed complete as of November 21, 2017, and based upon a review of your submittal relative to those requirements as set forth in FWRC 19.15.040 and 14.10.020. The submittal requirements are not intended to determine if an application conforms to the City of Federal Way codes; they are used only to determine if all required materials have been submitted. A 120-day time line for reviewing the Process III application has started as of this date. The city's development regulations allow the department 120 days from the date that an application is deemed complete to take action on the application. However, the 120-day time line will be stopped at any time the city requires corrections and/or additional information. NOTICE OF APPLICATION Formal application processing will now begin. The Development Review Committee (DRC) is preparing an initial comment letter, which will be mailed to you under separate cover. Please pick up two Notice of Application (NOA) sign boards from the City of Federal Way Permit Center, post them on site and complete the enclosed declaration of posting. At least one board shall be posted on or adjacent to every public right-of-way providing primary vehicular access. The notice will be posted on the city's official notice boards, published in the Federal Way Mirror, and mailed to persons receiving property tax statements within 300 feet of the site within 14 days of this letter. Mr. Howitt November 21, 2017 Page 2 CLOSING If you have any questions regarding this letter or your development project, please contact me by email at lei la,wi[lougliby-oakes u@_.,ci"ffedera[wU.com, or by phone at 253-835-2644. Sincerely, Leila Willoughby -Oakes �J Associate Planner enc: NOA (dated November 24, 2017) Sign Certificate of Installation c: Jack Davis, Jacksons Food Stores Inc., jack.davis@jacksons.com Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Water & Sewer Chris Cahan, South King Fire and Rescue Lindsey Sperry, Crime Prevention Analyst 17-105138-00-UP Doc I.D. 76866 CIT Federal Way COMMUNITY DEVELOPMENT DEPARTMENT 33325 8"' Avenue South RESUBMITTED Federal Way, WA 98003-6325 253-8352607;Fax 253-835-2609 NOV 2 7 2017 plannin cucityoffedcralway. c¢m www &i�a ffederal way.com C(TY OF FEDERAL WAY COMMUNITY DEVELOPMENT 9 / 7 7 to q NOTICE OF APPLICATION SIGN INSTALLATION CERTIFICATE Project Name: � ti� 1" ; — F 7Pw i w Project File No: (7 .. (Q13—QP UP' f (77 L] 56 Project Address: ' zu 4. 510g • 9T-' Installed By:Qr(. eCAAftp!! Date of Installation: Location of Installation: ► �: IIIIIIIIEV a-! a i e+i l i e i d i -I—i7- i t—i !—i tlµi a-1 d- i e—i a—i a—i asi 7-i a i �. i01 ipr 'MF !r -or ,aV Wi wF 'wr pr Rr 'a, R' �Wr 'wT 'a 'wr Rr Ar w, 'mP ■r ■- wr mr wr ■, ■, -w• w, %r wr I hereby testify that the sign installed fully complies with the installation standards outlined in Federal Way Revised Code (FWRC) Title 19 `Zoning and Development Code' and that the sign will be maintained until a final decision is issued on the land use action and/or environmental threshold determination. I understand that failure to return this certificate within five days of posting may result in delays, notice of corrections, and re -mailings at the applicant's expense. zy�,6 5e,�� Installer's Name Installer's Signature Date 2;611 - J-1a - Phone Bulletin #036 —November 17, 2017 Page 1 of 1 k:\Handouts\Sign Installation Certificate DEPARTMENT OF COMMUNITI' DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 CITY OF 253-835-7000; Fax 253-835-2609 wv w_cityaffederalwcv.com DECLARATION OF DISTRIBUTION I,Am x hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significarce (DS) and Scoping Notice 4 Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) 29 Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Pemnit ❑ Adoption of Existing Environmental Document was )Kmailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on 2017. 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L 37000090 S 334,th St Z. > Ki t Us S 74-rd S� 344th Si .C.- % 66 4, 3441th 'k FA RipLIE :5 3.111th St D17 La ke Ki Ila rn e y E 35 5 It h 35iSth 5L 5 IS Ah 5L H V1 e 0 rJ S Y, �:'i etia 1� JS S 359th S" z dr Ui The information included on this map has been compiled by King Countystafffrom a variety of sources and is subject to diange without notice. King Counly makes no representatbns orwarranties, express or implied, N as to accuracy, completeness, timeliness, or fights to the use ol'suchinformaticn. Ths documentis not intended br use as survey product. King County shall not be liablefar anygeneral, special, indirect, incidental, or L9 King County consequential damages inducing, but not lirritedto, lost revenues orbst profits resulting from theuse ormisuse ofthe information contained onthis map- Any sale bfLhSmap or information on this map is prohitited except by GIS CENTER written permission of King County. Date: 9/26/2017 300 Foo► c._ .idary Radius from Parcel +r L .'000115 5t r +� a c:w —wir, S'r L•, dfk. 4'ii0th J 7 r North St VI - 1 Lake d rd r r y i _ 4 } S Federal 'fir PlrT�i� A[ W r' TT `r L S 34FIh S- } St a - r� Xk.th St L 5 r J' V 4 � L 1. S 1-'3rc. St - F The information included on this map has been compied by King County staff from a variety of sources and is 'ar subject to change without notice. King County makes no representations orwarra ties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information- This documentis not intended N King County for use as a survey product, Kng County shdl not be liable for any general, special, indired, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse GIS CENTER of the information contained on this map. My sale of the map or information on this map is prohilited except by written permission of King County. Date: 9/26/2017 ..I& CITY OF Federal Way NOTICE OF MASTER LAND USE APPLICATION AND OPTIONAL DETEIZMINATION OF NONSIGNIFICANCE (DNS) Project Name: Jacksons Food Store No. 636 and Gas Station Project Description: Proposed construction of a one (1) story convenience store and accessory storage building of approximately 6,000 sq. ft. of gross floor area, and associated site work. Existing buildings to be demolished and two underground storage tanks will be installed. Applicant Agent: Barghausen Consulting Engineers, Joel Howitt, 18215 72" Ave. S., Kent, WA 98032, 425-251-6222 Ext. 1073 1 ihowitt@barghausen.com Project Location: 1520 S. 348th St. & 34713 16th Ave. S. Federal Way, WA I Parcels 889700-0115 & 889700-0095 Vicinity Map Date of Application: October 25, 2017 Date Determined Complete: November 21, 2017 Date of Notice of Application: November 24, 2017 Public Comments Due: December 11, 2017 Requested Decision and Other Permits Included with this Application: The applicant requests a Use Process III decision (File #17-105138-00-UP) issued by the Community Development Director pursuant to Federal Way Revised Code (FWRC) Chapter 19.65. Additional permits and/or approvals in conjunction with the Use Process III decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (File #17-105139-00-SE), Street Modification Request (File #17-100968-00-SM) and Transportation Concurrency Review (File #17-105142-00-CN). Environmental Documents: Environmental Checklist, Technical Information Report, Hazardous Materials Inventory Statement, Trip Generation Report and Geotechnical Engineering Study. Development Regulations to Be Used for Project Mitigation: FWRC Title 14, "Environmental Policy"; Title 16, "Surface Water Management"; and Title 19, "Zoning and Development Code." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC, 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and the Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the Use Process III application to the Director of Community Development by December 11, 2017. Only the applicant, persons who submit written documents to the director, or persons who specifically request a copy of the original decision may appeal the director's decision. Availability of File and Environmental Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8'h Avenue South, 2"d Floor, Federal Way, WA 98003. Staff Contact: Associate Planner Leila Willoughby -Oakes, 253-835-2644, leila.willoughby- oakes@cityoffederalway.com Printed in the Federal Way Mirror November 24, 2017. 17-105138 Doc. I.D. 76875 '- DEPARTMENT OF COMMUNITY DEVELOPMENT Avenue South Federal Way WA 98003 CITY OF 253-835-7000; Fax 253-835-2609 Fed ����V Y �i www.cifvoffederalway.cam � Y,y1 4 DECLARATION OF DISTRIBUTION N I, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice 1 Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Pemnit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed A e-mailed and/or ❑ posted to or at each of the attached addresses on �no 17 2017. Project Name _� fsfln44 TD,J d" G15; File Number(s) - 113 S13 a Signature 1;a^. Date 1-I 7- K:\CD Administration Files\Dec larci ion of Distribution,doc/Last printed M 2/?017 10:33:00 AM CITY OF Federal Way NOTICE OF MASTER LAND USE APPLICATION AND OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: Jacksons Food Store No. 636 and Gas Station Project Description: Proposed construction of a one (1) story convenience store and accessory storage building of approximately 6,000 sq. ft. of gross floor area, and associated site work. Existing buildings to be demolished and two underground storage tanks will be installed. Applicant Agent: Barphausen Consulting Engineers, Joel Howitt, 18215 72' Ave. S., Kent, WA 98032, 425-251-6222 Ext. 1073 1 ihowitt@barghausen.com barghausen.com Project Location: 1520 S. 348" St. & 34713 16th Ave. S. Federal Way, WA I Parcels 889700-0115 & 889700-0095 Vicinity Map Date of Application: October 25, 2017 Date Determined Complete: November 21, 2017 Date of Notice of Application: November 24, 2017 Public Comments Due: December 11, 2017 Requested Decision and Other Permits Included with this Application: The applicant requests a Use Process III decision (File #17-105138-00-UP) issued by the Community Development Director pursuant to Federal Way Revised Code (FWRC) Chapter 19.65. Additional permits and/or approvals in conjunction with the Use Process III decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (File #17-105139-00-SE), Street Modification Request (File #17-100968-00-SM) and Transportation Concurrency Review (File #17-105142-00-CN). Environmental Documents: Environmental Checklist, Technical Information Report, Hazardous Materials Inventory Statement, Trip Generation Report and Geotechnical Engineering Study. Development Regulations to Be Used for Project Mitigation: FWRC Title 14, "Environmental Policy"; Title 16, "Surface Water Management"; and Title 19, "Zoning and Development Code." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC, 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and the Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the Use Process III application to the Director of Community Development by December 11, 2017. Only the applicant, persons who submit written documents to the director, or persons who specifically request a copy of the original decision may appeal the director's decision. Availability of File and Environmental Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 81h Avenue South, 2°6 Floor, Federal Way, WA 98003. Staff Contact: Associate Planner Leila Willoughby -Oakes, 253-835-2644, leila.willoughby- oakes@cityoffederalway.com Printed in the Federal Way Mirror November 24, 2017. 17-105138 Doc I D. 76875 Tamara Fix From: Linda Mills <I mills@ kentreporter.com > Sent: Friday, November 17, 2017 10:15 AM To: Tamara Fix Subject: Re: Jacksons NOA & Opt DNS Attachments: 2007857.pdf HI Tamara, I have received your notice (re: Jacksons NOA & Opt DNS, 17-105138) to be published in the Fedeal Way Mirror on Friday, November 24, 2017. A copy of the notice is attached. Have a nice Thanksgiving! Linda 2007857 Linda Mills Legal/Public Notice Advertising - Obituary Representative Auburn, Bellevue, Bothell/Kenmore, Covington/Maple Valley/Black Diamond, Issaquah/Sammamish,Kent, Kirkland, Mercer Island, Redmond and Renton Reporters, Federal Way Mirror, Snoqualmie Valley Record, and Okanogan Valley Gazette -Tribune Direct:253-234-3506 Internal:36027 Fax:253-437-6016 19426 68th Ave. S., Ste A, Kent, WA 98032 Map Print Rates Online Rates Media Kit Sound Info On Fri, Nov 17, 2017 at 9:08 AM, Tamara Fix Namara.Fix@cityoffederalway.cona> wrote: Please publish the attached legal notice (Jacksons NOA & Opt DNS, 17-105138) in next Friday's (Nov. 24, 2017) issue. Please confirm and issue an affidavit of publication. Thanks! 1 I -- DEPARTNIENT OF COMMUNITI' DEVELOPINIENT 81h Avenue South Federal Way WA 98003 CITY OF 253-835-7000; Fax 253-835-2609 www.cifyoffederalway.co Federal Wa,... rn DECLARATION OF DISTRIBUTION 1, P1 l�S hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significarce (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Pelmit ❑ Adoption of Existing Environmental Document was X mail t d ❑ faxed 'ke-mailed and/or Elposted to or at each of the attached addresses on oL 2017. Project Name File Number(s) '7 -/ b 5/ Signature Date K:\CD Administration Files\Declarofion of Distribution,doc/Lasl printed 1 /12/201 7 10:33:00 AM PML SEPA CHECKLIST TO THE FOLLOWING AGENCIES: JOHN MULKEY STREETS DIVISION CITY OF FEDERAL WAY STREETS DIVISION John. Mulkey@cityoffederalway.com DEPT OF ECOLOGY SEPA UNIT PO BOX 47703 OLYMPIA WA 98504-7703 separegister(Mecy_wa.gov DEPT OF ARCHAEOLOGY & HISTORIC PRESERVATION PO BOX 48343 OLYMPIA WA 98504-8343 g retchen. kaeh ler(?dah p.wa, g ov GARY KRIEDT KING COUNTY TRANSIT DIV ENV PLANNING MS KSC-TR-0431 201 S JACKSON ST SEATTLE WA 98104-3856 gary.kriedtCa7kin., c�y.go ATTN SEPA REVIEW PUGET SOUND CLEAN AIR AGENCY 1904 3RD AVE STE 105 SEATTLE WA 98101-3317 sea scleanair.or PUYALLUP TRIBE OF INDIANS HISTORIC PRESERVATION DEPT 3009 E PORTLAND AVE TACOMA WA 98404 WA ST DEPT TRANSPORTATION PO BOX 47300 OLYMPIA WA 98504-7300 hgcustomerservice@wsdot.wa.gov DAVID KORTHALS, SOUTH DISTRICT PLANNER METRO TRANSIT 201 S JACKSON ST KSC-TR-0324 SEATTLE WA 98104-3856 lansreview kin count . ov PIERCE TRANSIT tva s I et (a-)- p i e rcetra n s it. o rg PUGET SOUND DEPT OF SOCIAL & HEALTH SN PARTNERSHIP LANDS AND BUILDING DIVISIO 210 11T" AVE SW STE 401 PO BOX 45848 OLYMPIA WA 98504-0900 OLYMPIA, WA 98504 infoCaD,psp.wa.gov hubenbj(cDdshs.wa.gov REVIEW TEAM WA DEPT OF COMMERCE GROWTH MGT SERVICES PO BOX 42525 OLYMPIA WA 98504-2525 reviewteam .commerce.wa.gov JAMEY TAYLOR DNR SEPA CENTER PO BOX 47015 OLYMPIA WA 98504-7015 sepacenter .dnr.wa.gov BRIAN ASBURY LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 basbu ry glake haven. orq Dale Myers NWRO Toxics Cleanup Program, Dept. of Ecology 3190 160th Ave SE Bellevue WA 98008 damy461(@ecy.wa.gov PSRC SOLID WASTE DIV GROWTH MANAGEMENT KING CO DEPT OF NATURAL R DEPT 201 S JACKSON ST STE 701 1011 WESTERN AVE #500 SEATTLE WA 98104-3855 SEATTLE WA 98104-1040 kevin.kiernan@kingcounty.goy eharris(50src.org TRIBAL ARCHAEOLOGIST MUCKLESHOOT INDIAN TRIBE 39015 172ND AVE SE AUBURN WA 98092 KELLY COOPER DEPT OF HEALTH ENVIRON HEALTH DIV PO BOX 47820 OLYMPIA WA 98504-7820 kelly.cooper a@doh.wa.gov KRISTI KYLE PSF REGIONAL STRUCTURE PO BOX 97034 BELLEVUE WA 98009-9734 kristina.kyle@pse.com MIKE BULZOMI SOUND TRANSIT REAL PROPERTY GROUP m i ke. bu lzom i gsou ndtransit. o rg KC DEPT OF ASSESSMENTS 500 4T" AVE RM 700 #ADM-AS-0708 SEATTLE WA 98104 assessor.info aakinacountv.aov I N�, KEVIN LECLAIR DEPT. OF ENVIRONMENTAL PERMITTING & REVIEW 35030 SE DOUGLAS ST, #21. SNOQUALMIE, WA 98065 JERRY STEELE — COMCAST CABLE CO 0 4020 AUBURN WAY N AUBURN WA 98002-1315 CITY OF KENT ECON & COMMUNITY DEV 400 W GOWE ST STE 300 KENT WA 98032 planning Cake ntwa.g ov ECON DEV COUNCIL OF SEATTLE & KING COUNTY 13015 6T" AVE STE 1500 SEATTLE WA 98101 info aC)edc-seakin-q.arg ALGONA CITY HALL 402 WARDE ST ALGONA WA 98001-8505 kenf(@algonawa.gov LARRY FISHER DEPT. OF FISHERIES & WILDLIFE 1775 12" AVE NEW STE 201 ISSAQUAH WA 98027 Larry. Fisher@dfw.wa.gov JASON TESDAL CENTURY LINK 23315 66T" AVE S KENT WA 98032 is so n. tesda I (olcentu ryl i n k. co m DENNIS LEWARCH THP OFFICE SUQUAMISH TRIBE 18490 SUQUAMISH WAY SUQUAMISH WA 98392 dlewarch(d.)suauamish. nsn. us Tamara Fix From: Tamara Fix Sent: Wednesday, November 22, 2017 8:10 AM To: John Mulkey; 'separegister@ecy.wa.gov'; 'gretchen.kaehler@dahp.wa.gov'; 'gary.kriedt@kingcounty.gov'; 'sepa@pscleanair.org'; hgcustomerservice@wsdot.wa.gov; plansreview@kingcounty.gov; 'info@psp.wa.gov'; 'reviewteam@commerce.wa.gov'; 'sepacenter@dnr.wa.gov'; eharris@psrc.org; kelly.cooper@doh.wa.gov; 'tvaslet@piercetransit.org'; hubenbj@dshs.wa.gov; 'basbury@lakehaven.org'; damy461 @ecy.wa.gov; 'kevin.kiernan@kingcounty.gov'; 'kristina.kyle@pse.com'; mike.bulzomi@soundtransit.org; assessor.info@kingcounty.gov; 'planning@kentwa.gov'; 'info@edc-seaking.org'; 'kenf@algonawa.gov'; 'Fisher, Larry D (DFW)'; 'jason.tesdal@centurylink.com'; dlewarch@suquamish.nsn.us Subject: Jacksons Food Store and Gas Station Attachments: 20171122074705.pdf, 20171121081735.pdf Attached is an NOA/Optional DNS and SEPA checklist for the above -mentioned project in Federal Way. The Associate Planner for the project, Leila Willoughby -Oakes, can be reached at leila.willoughby-oakes@citvoffederalway.com or 253- 835-2644. Tamara Fix Administrative Assistant �� Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2602 Fax: 253/835-2609 www.cityofFederalway.com CITY OF Federal Way NOTICE OF MASTER LAND USE APPLICATION AND OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: Jacksons Food Store No. 636 and Gas Station Project Description: Proposed construction of a one (1) story convenience store and accessory storage building of approximately 6,000 sq. ft. of gross floor area, and associated site work. Existing buildings to be demolished and two underground storage tanks will be installed. Applicant Agent: Barghausen Consulting Engineers, Joel Howitt, 18215 72"d Ave. S., Kent, WA 98032, 425-251-6222 Ext. 1073 1 ihowitt a bar haus Project Location: 1520 S. 348`h St. & 34713 161h Ave. S. Federal Way, WA I Parcels 889700-0115 & 889700-0095 Date of Application: October 25, 2017 Date Determined Complete: November 21, 2017 Date of Notice of Application: November 24, 2017 Public Comments Due: December 11, 2017 rp •� �F3, L� I p;f�I r- . Vicinity Map Requested Decision and Other Permits Included with this Application: The applicant requests a Use Process III decision (File #17-105138-00-UP) issued by the Community Development Director pursuant to Federal Way Revised Code (FWRC) Chapter 19.65. Additional permits and/or approvals in conjunction with the Use Process III decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (File #17-105139-00-SE), Street Modification Request (File #17-100968-00-SM) and Transportation Concurrency Review (File #17-105142-00-CN). Environmental Documents: Environmental Checklist, Technical Information Report, Hazardous Materials Inventory Statement, Trip Generation Report and Geotechnical Engineering Study. Development Regulations to Be Used for Project Mitigation: FWRC Title 14, "Environmental Policy'; Title 16, "Surface Water Management"; and Title 19, "Zoning and Development Code." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC, 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and the Public Works Department Development Standards, Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the Use Process III application to the Director of Community Development by December 11, 2017. Only the applicant, persons who submit written documents to the director, or persons who specifically request a copy of the original decision may appeal the director's decision. Availability of File and Environmental Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8"' Avenue South, 2"4 Floor, Federal Way, WA 98003. Staff Contact: Associate Planner Leila Willoughby -Oakes, 253-835-2644, leila.willoughby- oakes@cityoffederalway.com Printed in the Federal Way Mirror November 24, 2017. 17.105138 Doc LD, 76875 CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cilyoffederalway.com DECLARATION OF DISTRIBUTION I, Le, taWij 0 hb hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) E�,Zt ice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or pC9 osted to or at each of the attached addresses on 2017. Project Name(Acts S File Number(s) oslSB —06 - 174- — 00 Signature Date f 57) I:\Declaration of Distribution.doc/Last printed 8/11 /2017 11:45:00 AM Posted Sites: Federal Way City Hall: 33325 8th Ave South Federal Way Library: 34200 1 It Way South Federal Way 320th Library: 848 S. 320th St I:\Declaration of Distribution.doc/Last printed 6/11 /2017 11:45:00 AM N CITY OF Federal Wa Date: 33325 Eighth Avenue South br Federal Way, WA 98003-6325 GW( 253-835-7000; Fax 253-835-2609A yr m.ci ❑ffederalway.corn 41 WILL CALL Item(s) Will Be Held For Two Weeks T�e , Via: (Cou Staff: L Type of I1 Item For: Fee? ick UP ❑ YES* ❑ Signature O n -o it *(If yes, please attach fee schedule; do not calculate tax.) �Y Item Picked Up By: Initia Date: Z t to o 4A You For Non Pick Upi a, it Z-, It 1:1 -1 -- � f/-6W 15t --!-Y IV 1;67 -11 1:17 Your Item Is Being Returned T Date: K:\CD Administration FilesMill Call Sheet.doc M- AN, CITY OF Federal Way NOTICE OF MASTER LAND USE APPLICATION AND OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: Jacksons Food Store No. 636 and Gas Station Project Description: Proposed construction of a one (1) story convenience store and accessory storage building of approximately 6,000 sq. ft. of gross floor area, and associated site work. Existing buildings to be demolished and two underground storage tanks will be installed. Applicant Agent: Barghausen Consulting Engineers, Joel Howitt, 18215 72"d Ave. S., Kent, WA 98032, 425-251-6222 Ext. 1073 1 jhowittQbarghausen.com Project Location: 1520 S. 348`h St. & 34713 16th Ave. S. Federal Way, WA I Parcels 889700-0115 & 889700-0095 Date of Application: October 25, 2017 Date Determined Complete: November 21, 2017 Date of Notice of Application: November 24, 2017 Public Comments Due: December 11, 2017 xJ 1 pity _ r! Vicinity Map Requested Decision and Other Permits Included with this Application: The applicant requests a Use Process III decision (File #17-105138-00-UP) issued by the Community Development Director pursuant to Federal Way Revised Code (FWRC) Chapter 19.65. Additional permits and/or approvals in conjunction with the Use Process III decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (File #17-105139-00-SE), Street Modification Request (File #17-100968-00-SM) and Transportation Concurrency Review (File #17-105142-00-CN). Environmental Documents: Environmental Checklist, Technical Information Report, Hazardous Materials Inventory Statement, Trip Generation Report and Geotechnical Engineering Study. Development Regulations to Be Used for Project Mitigation: FWRC Title 14, "Environmental Policy"; Title 16, "Surface Water Management"; and Title 19, "Zoning and Development Code." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC, 2016 King County Surface Water Design Manual as amended by the City of Federal Way, and the Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the Use Process III application to the Director of Community Development by December 11, 2017. Only the applicant, persons who submit written documents to the director, or persons who specifically request a copy of the original decision may appeal the director's decision. Availability of File and Environmental Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8"' Avenue South, 2nd Floor, Federal Way, WA 98003. Staff Contact: Associate Planner Leila Willoughby -Oakes, 253-835-2644, leila.willoughby- oakes@cityoffederalway.com Printed in the Federal Way Mirror November 24, 2017. 17-105138 Doc. 1 D 76875 DEPARTMENT OF COMMUNITY DEVELOPMENT C^ �I"�� 33325 8`h Avenue South RECEIVED Federal Way, WA 98003 CITY OF 253-835-2607; Fax 253-835-2609 Federal Way OCT 2 5 2017 Nv;,�v.cityot'[tdei•alwi�.coiii CITY OF FEI]ERAL WAY COMMUNITY pEVELOPNAENT HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC) Title 14, "Environmental Policy." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: • Construction of any residential structure, including single-family development • Construction of any barn or other agricultural structure + Construction of any office, school, commercial, recreational, service, or storage building • Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) + Additions or modifications to or replacement of any building or facility (does not include tenant improvements) • Demolition of any structure + Any landfill or excavation • Installation of underground tanks • Any division of land, including short plats • Change of use, which involves repair, remodeling, and maintenance activities • Dredging ■ Reconstruction/maintenance of groins and similar shoreline protection structures • Replacement of utility cables that must be buried under the surface of the bedlands • Repair/rebuilding of major dams, dikes, and reservoirs + Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities RrF= IM77Fd Project Name Jacksons Food Store No. 636 Applicant PacWest Energy. LLC Project Location 1520 S. 348th Street, Federal Way Tracking No. File #16-105763-00-PC Ill. 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 IV. MATERIAL LIQUID (gallons) SOLID(pounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants 10- Gallon Sized Cont. (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides 6- Quart Sized Cont. (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention solutions (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases 40,000 - Gallon USTs arid 30- Quart Sized Cont. (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 (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet. Bulletin #056 —January 1, 2011 Page 2 of 3 k:\Handouts\Hazardous Materials inventory Statement Project Name Jacksons Food Store No. 636 Project Location 1520 S. 348th Street, Federal IV. FURTHER INFORMATION Applicant PacWest Energy, LLC Tracking No. File #16-105763-00-PC Provide the approximate quantity of fill and source of fill to be imported to the site. Approximate uanti of Imported Fill Source of Fill City approved source. 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. #1 [ ] The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous materials or deleterious substances listed above. #2[ ] Above ground storage tanks, having a capacity of gallons will be installed. #3 [ ] Construction vehicles will be refueled on site. Storage within wholesale and retail facilities of hazardous materials, or other deleterious #4 [X] substances, will be for sale in original containers with a capacity of x gallons liquid or mounds solid. approximately 20 The presence of chemical substances on this parcel is/will be for "temporary" non -routine #5 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of_ gallons liquid or pounds solid. 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 [ ] Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 [X] Water wells, monitoring wells, resource protection wells, piezometers #5 [ X] Leak detection devices, training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE Signature Joe Hempel Print Name 8/24/ 17 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, orpermitcentel@Cityoffedealway.com. Please be advised that an application for a development permit lacking the required information will not be accepted. Bulletin #056 —January 1, 2011 Page 3 of 3 k:\Handouts\Hazardous Materials inventory Statement r 4A�LFederal Way Solid Waste/Recycling Enclosures and Receptacles Design Checklist (per FWRC 19.125.150) Project: Jacksons Plan set/sheet(s): 17764 - C4.0 & A2.3 Enclosure Size: 1 Minimum storage area/trash enclosure sizes (per Table A). 5,722 sq ft 2 Enclosures must have adequate width and depth. +/--190 sq ft Enclosure components and Access: Gates should provide a minimum of 18 feet of unobstructed width to 3 allow space and access for two dumpsters, plus additional carts (for example, carts to collect compostables). 4 Gates should span the enclosure front. Poles or hardware cannot obstruct the enclosure opening. Enclosure access for occupants, service, and maintenance. Pedestrian 5 access five feet wide. Allow adequate access to solid waste and recycling containers. I Needs Not Complies _Attention Relevant x _ x See notes See notes u 6 Enclosure design consistent with structure. x 7 Enclosures located within 150 feet of building entrances. x 8 Site Plans should include basic SWR service plan showing intended container sizes for occupant. x 9 Design complies with landscaping, setbacks and screening requirements per FWRC Section 19.125.040 (4) & (5). x 10 Signs required identifying receptacle by waste type. x Multi -Family Requirements: 11 Multi -family must have equal service container volume for recycling and trash. Stacked Multi -family sites must have storage areas on each level. x All solid waste compactors will require roofs and drainage to sanitary 12 sewer. Enclosure gate openings for solid waste compactors must be at least 12 feet wide. x Surface Water Management: Basic Spill Prevention Plan required for managing liquids coming from 13 the enclosure. (SPP guidelines are in the Development Standards appendix: "Design Requirements for Solid Waste Enclosures"). 14 Smaller, uncovered enclosures (less than or equal to175 square feet in size) drain to an oil water separator. 15 Larger enclosures (greater than 175 square feet in size) require roof and floor drainage connected to sanitary sewer. Service Vehicle Access: Service access to enclosures: adequate turning radius for service 16 vehicles. (Refer to diagram in the Development Standards append "Design Requirements for Solid Waste Enclosures"). 17 1 Driveways minimum of 11.5 feet wide. 18 1 Grades must be under 6%. 19 Dumpsters or compactors serviced "in place" (4+ cubic yards) regt clearance for lifting and emptying over the top of the truck (21' of v clearance). See notes See notes Solid Waste/Recycling Enclosures and Receptacles Design Checklist (per FWRC 19.125.150) Notes (Refer to Item #): 3, 4 & 5. The main gates to access dumpsters are about 12' wide. This will require roll -out service, since the dumpsters will not be accessed directly in line with the service truck. (This means higher cost / service volume, and an ongoing fee) If the design could be modified to make the gate wider (to about 18') this will allow lower cost service over time. Please show orientation of dumpsters in the enclosure. Unless the use requires a locked enclosure, consider a staggered gate opening to allow pedestrian access (as an alternative to a dedicated gate). [One sheet shows the pedestrian gate on the left, and the other sheet shows it on the right.] 13. Based on use, wil�Spill tire sitebe required / subject t ' SWM review? This could also addr 5ts as required for the trash enc and elirr,i ate need for two different SPP's)..- erwise, the basic SPP will be required for the trash enclosu 14. Enclosur shown is approximately 190 ft2. This is larger than required by T b A �(inthis code section) for this building siz . If design reduced depth to 9' (g� would eliminate requirement for over the enclosure tied to sanitary d area (approx. 171 ft2) 14. & 18. Based on use, presumably th a will drain all paved area-tdappropriately-sized oil water separator, which would also manage drainage from the trash enclosure area. 16. A Traffic Engineer took a quick look at the site plan. Based on a 38' radius for a 90 degree turn, once a service truck accesses the trash enclosure it should be able to exit the site after backing between the two buildings. CITY OF Federal Way ® S U B j>, A I� E _DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES RE Itl1 33325 8`h Avenue South Federal Way, WA 98003-6325 Nov Q 1 2,� 253-835-2607; Fax 253-835-2609 w �v�i•.�itvafi'edcral�G°ay.�o3n cWµ OF N}N DEV LORM. . RESUBMITT►4L INFORMATION This completed form MUS T accompany all resubmittals. **Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit a# items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANY CHANGES TO DRAWINGS MUST BE CLOUDED. Project Number: Project Name: i 7- l o S 1 3_ 8 - 6 a - U_ P Project Address: i� ,U � 5�., PP.s.,,L L,)c,! , (_,c7A 01 Project Contact: AA I" kt } Phone: � D�- 1. & - ).� &k . 7 y 7 RESUBMITTED ITEMS: # of Copies ** Detailed Description Item //of t � � 1k � ► L � i � i'l. �. lei t �z F�'• V • y4 1 ► �lti �i. i ► t}!� r ** Always submit the same number of copies as required foryourinitial application.** Resubmittal Requested by: L r c,,k _5 Letter Dated: ! � _Iy 1 1 17 kz:ilamemo" ff OFFICE USE OK Y RESUS A Distribution Date. 1I(( I_� By. __Cl) 1 Dept/Div Name # Description Building Planning PW Fire Other Bulletin #129 — January 1, 2011 Page I of 1 k:\flandouts\Resubmittal Information 0 0 GHAT S` �� �• �. <p ryc ENG1%A Ms. L. Willoughby -Oakes Associate Planner City of Federal Way Planning Division 33325 - 8th Avenue South Federal Way, WA 98003 November 1, 2017 HAND DELIVERY (253) 512-2261 RE Use Process III Resubmittal Information - Title Reports Jacksons Food Store 1520 South 348th Street, Federal Way, Washington 98003 Jacksons Food Store No. 636 / BCE Job No. 17764 Dear Ms. Willoughby -Oakes: CIVIL ENGINEERING, LAND PLANNING, SURVEYING In response to a Use Process III application deficiency raised by the City of Federal Way, Barghausen Consulting Engineers, Inc. respectfully resubmits two (2) Title Reports with supplementals for the project referenced above. Enclosed are the following documents for your review: 1. Two (2) copies of a First American Title Insurance Company Title Report 2. Two (2) copies of a Chicago Title - Company of Washington Title Report It is our understanding that the enclosed items comprise a complete resubmittal for your review and processing. If you have any questions regarding the documents during your review, please contact me at (425) 251-6222 Ext. 7437 or mcyr@barghausen.com. Thank you. Sincerely, Matt Cyr e Project Planner MC/dm 17764c.007 enc: As Noted cc: Mr. Scott Davis, Jacksons Food Store, Inc. Mr. Scott Stom, Jacksons Food Store, Inc. Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Ms. Caryl Pinner, Barghausen Consulting Engineers, Inc. Mr. Chris Jensen, Barghausen Consulting Engineers, Inc. Mr. Tyler Wedrosky, Barghausen Consulting Engineers, Inc. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • KLAMATH FALLS, OR • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com I % / FederalOF Way RF4Py�iENT OF COMMUNITY DEVELOPMENT RECE f� ��1 �� ,' 33325 81h Avenue South Federal Way, WA 98003 OCT 2 5 2017 253-835-2607; Fax 253-835-2609 www. c i tynf%cdera I way. coin CITY OF FEDERAL WAY COMMUNI Y DEVELOPMENT Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all 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 ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 1.0 Natural Surveillance 1.1 Blind Corners L1uor 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. ■ 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 Allow natural observation from the street to the use, from the use to the street, and between uses x❑Cor ❑Revise ❑NA Comments: Bulletin #022 — January 1, 2011 Page 1 of 9 kAHandouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single corners. 0 Family Development El Position habitable rooms with windows at the front of the dwelling. A Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ ® Locate main entrances/exits at the front of the site and in view of the street. ! For Commercial/ Retail/ Industrial If employee entrances must be separated from the main and Community ❑ entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ ❑ In industrial developments, administration/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses of For Surface ® parking are proposed, provide surveillance such as security Parking and cameras. ■ Parking Structures ® Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. ■ ® Avoid hidden recesses. ■ ® Locate parking areas in locations that can be observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space ❑ common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy used: J Evaluation for Agency Use Only 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 ❑Cot 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 ® 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 ❑ Locate seating in areas of active uses. e Other strategy used: 1.4 Entrances Provide entries that are clearly visible. _Revise _ ❑NA Comments: ® 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 Cerlifreate ofOcculrarrcv Ins lrecliarrl. 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 Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 8 Applicable during Site Plan Review e Applicable during Building Permit Review ❑ 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 ❑ 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 Other strategy used: ❑ - 1.6 Landscaping _ ❑Cor Avoid landscaping which obstructs natural surveillance and _ ❑Revise allows intruders to hide. _ ❑NA Comments: x❑ 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 IN height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ ❑x Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: El 1.7 Exterior Lighting ❑Cor11 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 ® 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 ® 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 ® mature form, as well as any other element that may have the potential for blocking light. e Avoid 1 ighting 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 ® 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 (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy used: U Evaluation for Agency Use Only 1.8 Mix of Uses _ LJCor In mixed use buildings increase opportunities for natural ❑Revise surveillance, while protecting privacy. _ ❑NA Comments: Bulletin #022 — January 1, 2011 Page 5 of 9 k:\Handouts\CPTED Checklist Section and Performance Standard IVA Functional Area Performance Standard Strategy i Applicable during Site Plan Review e Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ ❑ include food kiosks, restaurants, etc. within parks and parking structures. ■ Other strategy: used Evaluation for Agency Use Only 1.9 Security Bars, Shutters, and Doors _ ❑Col When used and permitted by building and fire codes, security . ❑Revise bans, shutters, and doors should allow observation of the street _ ❑NA and be consistent with the architectural style of the building. Comments: ® Security bars and security doors should be visually permeable (see -through). e Other strategy used: 01 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 ❑Celli Ensure buildings are clearly identified by street number to _ ❑Revise prevent unintended access and to assist persons trying to.frnd ❑NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. ® Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022 — January 1, 2011 Page 6 of 9 k:\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 ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy used: 2.2 Entrances _ ❑Cor Avoid confusion in locating building entrances. _ ❑Revise _ ❑NA Comments: Entrances should be easily recognizable through design ® features and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ ❑ Minimize the number of entry points. ■ Other strategy used: 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 ❑Conf 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, ® fences, and gutters next to second story windows or balconies that could provide a means of access. ■ Other strategy used: 2.5 Security Reduce opportunities, for unauthorized access Revise _ ❑NA Comments: Consider the use of security hardware and/or human measures ® to reduce opportunities for unauthorized access. (Applicable during Certificate of Occupancy lnvpection]. Other strategy used: 13 2.6 Signage _ ❑Cor Insure that signage is clearly visible, easy to read and simple ❑Revise to understand [Signs must conform to FWRC 19.140.060. [INA Exempt Signs]. Comments: ® Use strong colors, standard symbols, and simple graphics for informational signs. e 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 ❑ In multi -level parking areas, use creative signage to distinguish between floors to enable users to easily locate their cars. e ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. e ❑ Provide signage in the parking area advising users to lock their cars. e I 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 n Applicable during Site Plan Review e Applicable during Building Permit Review ❑ 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 ❑Confi 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 ❑ more than six to eight units share a common building entrance. ■ Other strategy used: 3.2 Materials ❑Conf Use materials, vvhich reduce the opportunity for 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 Other strategy used: Bulletin #022 — January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist IPTENW MEMORANDUM DATE: September 22, 2017 TO: Sarady Long City of Federal Way FROM: Curtis Chin, P.E. TENW SUBJECT: Jacksons Fueling Facility Trip Generation TENW Proiect No. 5522 Transportation Engineering NorthWest RECEIVED OCT 2 5 20V CITY OF FEDERAL WAY COMMUNFY DEVELOPMENT This memorandum documents the trip generation estimate completed for the proposed Jacksons Fueling Facility project located at 1520 S 3486 Street on the northwest corner of 166 Ave S/S 348rh Street in the City of Federal Way (see Attachment A). Project Description The proposed project would include a 3,812 square foot (SF) convenience store and 6 Multi Product Dispensers MPDs (12 vehicle fueling positions). In addition, a 1,910 SF accessory storage building is proposed on the northwest corner of the site which would be used as an overflow storage room for the convenience store. The existing site includes an existing Jacksons (2,007 SF convenience store, 4 MPDs (8 vehicle fueling positions), and a car wash) and a 3,202 SF auto repair facility. All existing structures would be demolished. Vehicular access to the site is proposed via an existing right -in right -out driveway on S 3486 Street and a proposed right -in right -out driveway on 161h Ave S. As part of the proposed project, two existing curb cuts on 16rh Ave S and one existing curb cut on S 348rh Street would be eliminated. New curb, gutter, and sidewalk are proposed along both street frontages. A preliminary site plan is provided in Attachment B. The proposed project is expected to be completed in 2018. Trip Generation Estimates The trip generation estimate for the proposed project was based on the methodology included in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9rh edition for Land Use Code (LUC) 945 (Gas/Service Station with Convenience Market), LUC 946 (Gas/Service Station with Convenience Market and Car Wash), and LUC 942 (Automobile Care Center). Reductions to the trip generation were made to account for pass -by trips. Pass -by trips are trips that are already on the adjacent roadways and stop at the proposed use on the way to their primary destination (i.e. on the way from work to home). These trips are not new to the road network but are accounted for at the project site driveways. The pass -by trip reductions were based on studies in the ITE Trip Generation Handbook, 3rd Edition. Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 <- 1 ,acksons Fueling Facility - Federal Way, WA Trip Generation Memo The net new trip generation was calculated by subtracting the existing use trip generation (LUC 946 and LUC 942) from the proposed use trip generation (LUC 9451. The resulting net new weekday daily, AM, and PM peak hour trip generation associated with the proposed project is summarized in Table 1. Table 1 Jackson Fueling Facility - Federal Way, WA Trip Generation Summary Net New -Trio Generated Time Period In Out Total Weekday Daily 100 100 200 Weekday AM Peak Hour 0 3 3 Weekday PM Peak Hour 5 7 12 As shown in Table 1, the proposed project is estimated to generate 200 net new weekday daily trips, with 3 net new trips occurring during the weekday AM peak hour (0 entering, 3 exiting) and 12 net new trips occurring during the weekday PM peak hour (5 entering, 7 exiting). Detailed trip generation calculations are included in Attachment C. Next Steps Upon your review of the trip generation estimate, please let us know if any additional traffic analysis would be required for the project. If you have any questions regarding the information presented in this analysis, please call me at 425-250- 5003 or email at chin@tenw.com. cc: Matt Cyr, Barghausen Consulting Engineers Jeremy Irving, Barghausen Consulting Engineers Jeff Schramm — TENW Planning Manager Jeff Haynie, P.E. — TENW Principal Attachments TENW September 22, 2017 Page 2 .v .l + N S 349th St _- s-351st-St 5-359th S� cv , •CO "r a r 0. �� r•' a 4 (1] N Jacti„jns Fueling Facility - Federal Way, WA Trip Generation Memo PRELIMINARY SITE PLAN - 2017.09.07 or-----------------7 i q,f�a llr �MM1 ! 1 Ka.4[ W6 ro �yq �Mx l i I[ rMg." uEawr .. - ff-i xr I --- r ' f ACcM UORACE _ -_ NEW A812 SF I (]�' JACKSOM STORE N,, I K%CO -�Y _ 1 uo m norm wu ?E �- — cwmRucran naE: ve MBA ' `+ 03 SMFE IL �� IE �mNc Cd I I -� I -� S ea.c, Uj I fora,r..c c I I CAHCf'rOVER- ^J �: urn ' m � •: � . � Eo, { •••}}}FFF ._2 .... � . "'?'� a tuna v` or `"' Uj L Ul- +1 DS TU EiWSNED �Y• w�c, � . �n�r [ _ 2 '^'v?7 nax,x sus.+K IIJ dr uwew w' .a. serrM ww ( A. � ,'•HELOGIE EYSTRh: �• , � : ;1 - S ST - - S R F 9LRy Sw^lEyE11oR SiRYE RELOGTE FASRNG iL��m -. E�'�= •b.wi STREET IILM _ - O+oIQN 'XNnF SIPoPE. Attachment B: Preliminary Site Plan Jac—ons Fueling Facility- Federal Way, WA Trip Generation Memo ATTACHMENT C Trip Generation Calculations ITE Directional Solit Trl s Generated Land Use Onfis Luc " In Out Trip Rafe In Oul Total DAILY V,ap ,�pol n,., GoslSeryire Station with Convenience Market 12 VFP 945 50% 50% 16278 976 977 1,953 Pass -by 3 59% .576 •676 -f.152 400 401 801 I e.. e,<r�lrng rko� Gos/Servlce with Conv- Market and Car Wash 8 VFP 946 50% 50% 152.84 611 612 1,223 Pass -by 3 59% -361 -36) -722 250 251 501 AutornobTa Care Center" 3,202 GLA 942 5017 50% - 50 50 too Daily Trips Generated (Proposed Use) = 400 401 801 i.ess Exisiin Uses = -3(* -301 -S l TOTAL NET NEW 0AILY TRIP GENERATION 1D0; _ 1971 3�0 AM PEAK Hell ej .p..,1PA V... Gas/Service Station with Convenience Market 12 VFP 945 50% 50% 10.16 61 61 122 Pass -by 3 62% -38 -W -76 23 23 46 I.« a><r.lo,� Ileac• G05nervice with Conv. Market and Car Wash 8 VFP 946 51% 49% 11.84 48 47 95 Pass -by 3 62% •30 -29 -69 18 18 36 Autornobde Care Center 3,202 GLA 942 66% 34% 2.25 5 2 7 AM Peak Hour Trips Generated (Proposed Use) = 23 23 46 I.•?s5 Exis I inu Vse5 = -23 -29 -43 TOTAL NET NEW AM PEAK HOUR TRIP GCNERATION 0 3 3 PM PEAK HOUR o.,.n,.cn F4 llea- GoslService Station with Convenience Market 12 VFP 945 50% 50% 13.51 81 81 162 Pass -by 3 56% -46 .45 -91 35 36 71 1n s LxUhVz-Ls_ Go5JServ,Ce with Carly. Market and Car Wash 8 VFP 946 51% 49% 13.86 57 54 111 Pass -by '' 56% -32 30 -62 25 24 49 AutomolDBe Care Center 3,202 GLA 942 48% 527. 3.11 5 5 10 PM Peak Hour Trips Generated (Proposed Use) = 35 36 71 Less Exr51 ing Uses = -30 -29 -59 s nT t f AAA R aTi �T r�arce ►ur1r�1R 5 7 T 2 Nolm VFP is vehicle Fueling positions, GLA is Gross Leasable Area, Institute of Transportation Engineers, Trip Generation Manual, 9th Edition, 2012 Land Use Codes. r Pass -by percent based on studies documented in the ITE Tdp Generation Handbook, 3rd Edition, August 2014. Daily is average of AM and PM r No dollydalo it d CI 4 In the IIE lip aenrydemnmonuoE larUJC 9+4. Dcolyftips mlimolM u a k Fv&oror Aladppred la the aM bwk hour fic otion. RECEIVED Lakehaven OCT 2 5 2017 WATER & SEWER DISTRICT CITY OF FEDERAL WAY COMMUNITY 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, 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): 8897000095 & 8897000115 Site Address: 34713-16th Ave S Lakehaven GIs Grid: ]-12 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 3.594 sf Retail + 2,000 Acc. Storage Applicant's Name: ]acksons Farad Stores SEWER SYSTEM INFORMATION 1. ® Sewer service can be provided by service connection to an existing 8" or 12" diameter sewer main that is approximately 10+ - feet from 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. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater 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 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, for any new/modified service connection); ❑ b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Service Con i n Permi re uired for an new modifi d s rvi connection. 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 ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR Signature: Date: 8897000095 8897000115 swr.docx (Form Update 1/3/17) Page 1 of 2 8897000085 34L527 2021049055 1400 �q 889 000090 703 2021049088 1416 `-'"PV SSC P 8429 (22159) 1507 OTE: l.akehaven Water and Server District neither ~warrants nor guarantees the accuracy of any facility information provided. Facility boations and Conditions re subject tofieldverification. 8857'000 15 SSC P 21898 VC S U11TH sr 47 Ca w x P PL l Sewer C ertificate of Availability Parcels 98 9700 0095 & 9897000115 a 50 lao feet EI14V2017 BIA 8897000095 8897000115 swr.docx (Form Update 1/3/17) Page 2 of 2 LakehavenRECEIVE® WATER & SEWER DISTRICT OCT 2 5 2017 'fFY OF FEDERAL WAY MUHITf 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, 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): 88970000.95 & 8897000115 Site Address: 34713-16th Ave S Lakehaven GIS Grid: 1-12 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 3.594 sF Retail + 2,000 Acc. Storage Applicant's Name: 7acksons Food Stores SEWER SYSTEM INFORMATION 1. ® Sewer service can be provided by service connection to an existing 8" or 12" diameter sewer main that is approximately 10+ - feet from 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. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater 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 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. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven, for any new/modified service connection); ❑ b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Service Connection Permit required. For any new/modified servieesannection. 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 ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR Signature: Date: 8897000095 8897000115 swr.docx (Form Update 1/3/17) Page 1 of 2 8897000085 34527 N 2021049055 � 1400 889 000090 4703 4 fl 1 I i 2021014MBS 1416 12MF - 1 SSCP 1 5429 (22159] as FE: Lakehaven Water and Sewt ;riot neither warrants nor guarantee accuracy of any facility informatia Med. Facility locations and condition subject to field v erif "ti on. SSC P 2111" VC S348TH Sr PL l s$9e0oa:15 Sewer C ertif cat of A'vailab lI[ty Parcels 8897000095 $ 8897000115 9 � 199 Feei EV1412017 BL4 8897000095 8897000115 swr.docx (Form Update 1/3/17) Page 2 of 2 6 Lakehaven WATER & SEWER DISTRICT 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): 889700 095 & 8897000115 Site Address: 34713-16th Ave S Lakehaven GIs Grid: 1-12 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 3,594 sF Retail + 2.000 Act. ora e Applicant's Name: JacksQns Food Store WATER SYSTEM INIFORMATIQ 1. ® Water service can be provided by service connection to an existing 8". 10" or 12" diameter water main that is approximately 10+ - feet from the site. 2. ® If additional/onsite fire hydrant(s) required, water service for the site will require an improvement to Lakehaven's water distribution system of: ® a. 10+ - feet of 8" or 12" 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 constructed; and/or ® d. Other (describe): Lakehaven Developer Extensign Agreement required. 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. 5. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven, for any new/modified service connection); ❑ b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Water Service Connection application(s) required, for any newZmod-tfied service cone ction Comments/special conditions: The existing meters (2 domestic) for the site need to _ire evaluated under _UPC & Lakehaven standards, to determine if they're adequate for the proposed uses. Service ❑ressure(s)... areater than 80 osi _indicated. Pressure Reducing Va yefs) Indicated contact local' building official for requirements Wor additional information. The nearest fire hydrant is approximately 5+ - feet from the Property (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 Elevations-GIS: High 284+/-, Low 279+/- Est. Pressure Range at Meters (psi): 101-112 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: REV ENT tNb1NttK1Nb sUNtKv15UK Signature: Date: ■ 8897000095 8897000115 wtr.docx (Form Update 1/3/17) Page 1 of 2 2021049055 1400 20210413088 1418 e 1507 NUI t: Lmsenaven uvarer ana aeAver. District neither warrants nor guarantees the accuracy of any facility information provided. Facility locations and conditions, are subject tofieldverification_ 8897000085 34527 889 000090 ii 4703 f ;15--D 7D00 15 Ex. WtrSvc 3575,E 1" Meter Ex. Hydrant Ex. WtrSvc 3574 5/8"x3/4" Meter I C 4r :b- N x 01 Water Certlticate of A allablllty Parcels 8897000095 & 9897000115 13 .93 1130 Feet 8114V 24t3 BIA 8897000095 8897000115 wtr.docx (Form Update 1/3/17) Page 2 of 2 GEoTECH CONSULTANTS, INC. Jacksons aka PacWest Energy, LLC 3450 East Commercial Court Meridian, Idaho 83642 Attention: Jack Davis via email: jack.davis@jacksons.com Subject: Geotechnical Engineering Study Proposed Reconstructed Convenience Store 1520 South 3481h Street & 34713 — 16th Avenue South (Store #636) Federal Way, Washington Dear Mr. Davis: % i 1 ` 2401 loth Ave E 1 Stayle, Washing[on 98102 (425) 747-SAX (425) 747-8561 �1 June 1, 2017 i C,,L JN 16584 We are pleased to present this geotechnical engineering report for the reconstruction of the existing Store #636 in Federal Way. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork, stormwater infiltration considerations, and design criteria for foundations and retaining walls. This work was authorized by your acceptance of our proposal, P-9652, dated December 15, 2016. We were provided with a preliminary site plan developed by Barghausen Consulting Engineers, Inc., which is dated November 16, 2016. Based on this plan, we understand that the existing convenience store will be demolished and a new store will be constructed in center of the the northern lot (#34713). The existing car wash will be demolished to provide new parking spaces. The relocation of the store will allow additional parking spaces along the southern and eastern side of the store and along the eastern property line. The existing fuel canopy and pump islands will be demolished and moved to the north near the southern footprint of the existing -convenience store. The proposed canopy will be larger and contain extra fueling stations. The existing fuel underground storage tanks (LISTS) will remain in their current location on the east side of the south lot. It is our understanding that the store will be constructed near the existing grade; however deep excavations on the order of 10 feet or greater may be required for a new stormwater detention vault on the west side of the new building. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the subject site consisting of two adjacent lots in Federal Way. The southern lot (#1520) is rectangular shaped and is located on the GEOTECH CONSULTANTS, INC. Pac West Energy A 16584 June 1, 2017 Page 2 northern side of South 348th Street with a total of 150 feet of frontage along that street, and 158 feet along 161 Avenue South on the east side. The current one-story convenience store is located near the center of this parcel, and has a detached drive -through car wash that sits off of the northeast side of the building. A fueling canopy is located directly south of the building that contains two pump islands. The fuel USTs are located east of the convenience store. A driving lane wraps around the north and west sides of the convenience store. The southeast corner of the property is covered with a grass lawn and several trees line the western property boundary. The northern lot (#34713) is also rectangular shaped and is located on the western side of 16th Avenue South with a total of 79 feet of frontage and a maximum depth of 278 feet. A single story auto repair shop lies in the north -central portion of the site with parking to the east. The western portion of this lot contains several storage trailers and heavy equipment lifts. A paved driveway leads from the eastern parking lot through the western storage area to the northwestern property boundary. The remainder of the lot is covered with gravel. The properties in the north and west contain businesses related to automobile repair. The site is essentially flat. There are no steep slopes on the site or the surrounding commercial properties. SUBSURFACE The subsurface conditions were explored by drilling seven test borings at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The test borings were drilled on May 17, 2017 with a large, rubber tracked, hollow -stem auger drill. Samples were taken at approximate 2.5 and 5-foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2-inch outside diameter, is driven into the soil with a 140- pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical engineer from our staff observed the drilling process, logged the test borings, and obtained representative samples of the soil encountered. The Test Boring Logs are attached as Plates 3 through 9. Soil Conditions Four test borings were conducted within the northern lot (#34713). Test Borings 1 through 4 encountered 2.5 to 7 feet of loose weathered silty sand that was underlain by dense to very dense silty sand that is referred to as glacial till. It is possible that the uppermost soil in Boring 1 is fill. Interbedded at different elevations within the glacial till were layers of sand of varying thickness. The glacial till sands extended to the maximum explored depths of 16.5 to 21.5 feet. Three test borings were conducted on the southern property (#1520). Test Borings 5 through 7 encountered 4.5 to 7 feet of fill overlying dense to very dense slightly silty sand and glacial till. No weathered layer was encountered in our samples, suggesting that the loose native soils were stripped during the original construction of the gas station. The fill soils encountered may have been placed during the original construction of the fueling canopies and LISTS. The dense soils extended to the maximum explored depths of 16.5 feet. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 J N 16584 Page 3 The buried USTs are likely surrounded by clean gravel, such as pea gravel. The extent of the backfilled excavation is not known. Considering the impervious nature of the glacial till, this gravel -filled excavation likely contains some amount of water. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Although our explorations did not encounter cobbles or boulders, they are often found in soils that have been deposited by glaciers or fast-moving water. Groundwater Conditions Slight perched groundwater seepage was observed at a depth of 16 and 20 feet in Test Boring 2. It is common to find perched groundwater on top of the glacial till, which is essentially impervious or trapped in sand seams within the glacial till soils. Groundwater was also encountered at a depth of 16 feet in Test Boring 7. The test borings were left open for only a short time period. Therefore, the seepage levels on the logs represent the location of transient water seepage and may not indicate the static groundwater level. It should be noted that groundwater levels vary seasonally with rainfall and other factors. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test boring logs are interpretive descriptions based -on the conditions observed during excavation. CONCLUSIONS AND RECOMMENDATIONS GENERAL THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test borings conducted for this study encountered dense silty sand and glacial till below 2.5 to 7 feet of fill and loose silty sand. The dense glacial till is very well suited to support the new building, canopy and stormwater detention vault; conventional shallow foundations bearing directly on the glacial till or on structural fill placed on top of the glacial till can be used to support the new structures. Any "thickened slabs" that carry building loads should also be excavated to bearing soils, just like a footing. We recommend that the final bearing surfaces for foundations be excavated with a smooth bucket or a "grade" bar to prevent disturbance of the underlying soils that usually results from the teeth on an excavator's bucket and to maintain the provided high bearing capacity of the glacial till. Overexcavation through the upper fill soils will likely be necessary to reach the competent bearing glacial till for the new convenience store and fueling canopy. A typical detail for overexcavations beneath footings is attached to this report as Plate 11. Due to the amount of organics in the existing fill soils encountered onsite, they should not be reused as structural fill under foundations. We recommend structural fill beneath the new footings consist of 2- to 4-inch quarry spalls, 2- to 4-inch concrete spalls, or 2-inch ballast rock that is adequately compacted by tamping it into place with an excavator bucket. GEOTECH CONSULTANTS, INC. PacWest Energy JN 16584 June 1, 2017 Page 4 The eastern columns of the new canopy may extend close to the sidewalls of the old UST excavation. Any overexcavation necessary below the two eastern canopy columns should be backfilled with concrete or lean -mix concrete. Compacted structural fill is not appropriate for this condition. The native sand soils are silty in nature and thus very moisture sensitive. When wet, these soils can become softened from equipment and foot traffic. Therefore, we recommend that any bearing surfaces which are exposed without the need for overexcavation, and thus are not covered with structural fill, be covered with 4 to 6 inches of quarry spalls, railroad ballast rock, or clean crushed rock to prevent disturbance of the footing subgrades during the foundation construction. This will likely be particularly important in the vault excavation. As discussed above, all seven of the test borings conducted onsite encountered dense glacial till (hardpan) at depths of 2.5 to 7 feet below the ground surface below a layer of fill or loose weathered silty sand. The glacial till is essentially impervious, which typically causes any groundwater that percolates through the upper loose soils to become perched on top of it. Considering this and the flat topography of subject site and the surrounding area, it is our opinion that onsite infiltration or dispersion of stormwater is infeasible for this project. In our professional opinion, the seven test borings conducted onsite are adequate to make a determination of stormwater infiltration feasibility and no further explorations or testing are necessary. It is our understanding that a stormwater detention facility is planned for the project. The walls of storm vaults must be designed as either cantilever or restrained retaining walls, as appropriate. Wall pressures for the expected soil conditions are presented in the Permanent Foundation and Retaining Walls section of this report. Permanent retaining walls must be provided with adequate drainage systems to prevent a build-up of hydrostatic pressure behind the walls. It is also important that drainage be provided for the backfilled walls above the design dead storage elevation for the vault. Should drainage not be provided, the walls must be designed for hydrostatic forces acting on the outside of the structure. The backfill for all underground structures must be compacted in lifts according to the criteria of this report. Trenches for underground structures and utilities should not cross a line extending downwards from a new or existing footing at an inclination of 1:1 (Horizontal:Vertical), or a line extending downwards from a property line at an inclination of 1:1 (H:V). We should be consulted if these excavation zones will be exceeded for installation of storm facilities or other utilities. The Excavations and Slopes section of this report should be reviewed for additional recommendations regarding the necessary deep excavations for the proposed stormwater detention vault. The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. We anticipate that a silt fence will be needed around the downslope sides of any cleared areas. Existing pavements, ground cover, and landscaping should be left in place wherever possible to minimize the amount of exposed soil. Rocked staging areas and construction access roads should be provided to reduce the amount of soil or mud carried off the property by trucks and equipment. Wherever possible, the access roads should follow the alignment of planned pavements. Trucks should not be allowed to drive off of the rock -covered areas. Cut slopes and soil stockpiles should be covered with plastic during wet weather. Following clearing or rough grading, it may be necessary to mulch or hydroseed bare areas that will not be immediately covered with landscaping or an impervious surface. On most construction projects, it is necessary to periodically maintain or modify temporary erosion control measures to address specific site and weather conditions. GEOTECH CONSULTANTS, INC. PacWest Energy JN 16584 June 1, 2017 Page 5 The drainage and/or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Water vapor also results from occupant uses, such as cooking and bathing. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS In accordance with the International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Site Class Type C (Very Dense Soil and Soft Rock). As noted in the USGS website, the mapped spectral acceleration value for a 0.2 second (SS) and 1.0 second period (Si) equals 1.28g and 0.49g, respectively. The site soils are not susceptible to seismic liquefaction because of their dense nature and the absence of near -surface groundwater. This statement regarding liquefaction includes the knowledge of the peak ground acceleration that is anticipated under a 1-in-2,500-year seismic event (Maximum Considered Earthquake). CONVENTIONAL FOUNDATIONS The proposed structures can be supported on conventional continuous and spread footings bearing on undisturbed, dense, glacial till, or on structural fill placed above this competent native soil. See the section entitled General Earthwork and Structural Fill for recommendations regarding the placement and compaction of structural fill beneath structures. Adequate compaction of structural fill should be verified with frequent density testing during fill placement. Prior to placing structural fill beneath foundations, the excavation should be observed by the geotechnical engineer to document that adequate bearing soils have been exposed. We recommend that continuous and individual spread footings have minimum widths of 12 and 16 inches, respectively. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. GEOTECH CONSULTANTS, INC. PacWest Energy JN 16584 June 1, 2017 Page 6 Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. Depending on the final site grades, overexcavation may be required below the footings to expose competent native soil. Unless lean concrete is used to fill an overexcavated hole, the overexcavation must be at least as wide at the bottom as the sum of the depth of the overexcavation and the footing width. For example, an overexcavation extending 2 feet below the bottom of a 2-foot-wide footing must be at least 4 feet wide at the base of the excavation. If lean concrete is used, the overexcavation need only extend 6 inches beyond the edges of the footing. A typical detail for overexcavation beneath footings is attached as Plate 11. The following allowable bearing pressures appropriate for footings constructed according to the above recommendations: Detention vault footings placed directly on 4,000 psf competent, native soil Building foundations supported on 2,500 psf competent native soils or on structural fill placed above competent native soil Where: (i) psf is pounds per square foot. A one-third increase in these design bearing pressures may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post -construction settlement of footings founded on competent native soil, or on structural fill up to 5 feet in thickness, will be less than one inch. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level, well -compacted fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: UTTLMATE VNLUE Coefficient of Friction 0.50 Passive Earth Pressure I 300 pcf Where: pcf is Pounds per Cubic Foot, and Passive Earth Pressure is computed using the Equivalent Fluid Density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 JN 16584 Page 7 FOUNDATION AND RETAINING WALLS Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PMZANMETER --------------------------------------------------------------------- Active Earth Pressure * (See Below ' ' 35 pcf Note for Restrained Vault Walls) Passive Earth Pressure 350 pcf Coefficient of Friction 0.50 Soil Unit Weight 135 pcf Where: pcf is Pounds per Cubic Foot, and Active and Passive Earth Pressures are computed using the Equivalent Fluid Pressures. * For a restrained detention vault wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 22H psf should be used for the active design earth pressure. H is the effective design height of the vault wall. H would be measured from the final ground surface to the base of the vault wall, where it connects to the foundation. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to heavy truck loads behind the vault walls can be accounted for by adding a uniform pressure equal to 3 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back -calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate only for a shear key poured directly against undisturbed native soil, or for the depth of level, well -compacted fill placed in front of a retaining or foundation wall. The values for friction and passive resistance are ultimate values and do not include a safety factor. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. Wa1I Pressures Due to Seismic Forces The surcharge wall loads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above -recommended active pressure. The recommended surcharge pressure is 7H pounds, per square foot (psf), where H is the GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 JN 16584 Page 8 design retention height of the wall. Using this increased pressure, the safety factor against sliding and overturning can be reduced to 1.2 for the seismic analysis. Retaining Wall Backfill and Waterproofing Backfill placed behind retaining or foundation walls should be coarse, free -draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If retaining or vault walls are backfilled with on -site soils, a minimum 12-inch width of free -draining gravel should be placed against the walls to allow rapid drainage down to the footing drain. For the detention vault, a drainage composite similar to Miradrain 6000 could be used instead of the 12-inch width of gravel. The drainage composites should be hydraulically connected to the foundation drain system. Free -draining backfill or gravel should be used for the entire width of the backfill where seepage is encountered. For increased protection, drainage composites should be placed along cut slope faces, and the walls should be backfilled entirely with free -draining soil. The later section entitled Drainage Considerations should also be reviewed for recommendations related to subsurface drainage behind foundation and retaining walls. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. Also, subsurface drainage systems are not intended to handle large volumes of water from surface runoff. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. Water percolating through pervious surfaces (pavers, gravel, permeable pavement, etc.) must also be prevented from flowing toward walls or into the backfill zone. The compacted subgrade below pervious surfaces and any associated drainage layer should therefore be sloped away. Alternatively, a membrane and subsurface collection system could be provided below a pervious surface. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above -recommended design earth pressures to be appropriate. The wall design criteria assume that the backfill will be well -compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand -operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. The section entitled General Earthwork and Structural Fill contains additional recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold -joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 JN 16584 Page 9 reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact an experienced envelope consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. The General, Slabs -On -Grade, and Drainage Considerations sections should be reviewed for additional recommendations related to the control of groundwater and excess water vapor for the anticipated construction. SLABS -ON -GRADE The building floors can be constructed as slabs -on -grade atop non -organic native soil, or on structural fill. The subgrade soil must be in a firm, non -yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. If the existing fill is left in place under a slab, it may undergo noticeable settlement relative to the foundations. Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the -new constructed space above it. This can affect moisture -sensitive flooring, cause imperfections or damage to the slab, or simply allow excessive water vapor into the space above the slab. All interior slabs -on -grade should be underlain by a capillary break drainage layer consisting of a minimum 4-inch thickness of clean gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of less than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than 10 percent. Pea gravel or crushed rock are typically used for this layer. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture -sensitive equipment or products. ACI also notes that vapor retarders such as 6-mil plastic sheeting have been used in the past, but are now recommending a minimum 10-mil thickness for better durability and long term performance. A vapor retarder is defined as a material with a permeance of less than 0.3 perms, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where vapor retarders are used under slabs, their edges should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.01 perms when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 J N 16584 Page 10 EXCAVATIONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the underlying dense glacial till at the subject site would generally be classified as Type A. Therefore, temporary cut slopes greater than 4 feet in height should not be excavated at an inclination steeper than 0.75:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. The loose upper native and fill soils would be classified as Type B soils and should not be excavated at an inclination steeper than 1:1 (H:V). It should be noted that our explorations onsite were only moderately deep, extending only to a maximum depth of 21.5 feet below the existing site grade. Excavations for the proposed stormwater detention vault probably will not extend deeper than this. If they do, and differing soil conditions are encountered below the maximum explored depth of our explorations, the above - stated allowable temporary cut slope inclinations may need to be modified. This is particularly true if heavy groundwater seepage and/or caving conditions are encountered in the cuts. In these instances, measures such as placing ballast rock against the cut slopes to buttress the cut face can be necessary. It would be prudent to excavate a test pit in the area of the proposed vault to the design bottom -of -excavation early in the construction of the project determine if any unexpected soil and/or groundwater conditions need to be addressed. The above -recommended temporary slope inclinations are based on the conditions exposed in our explorations, and on what has been successful at other sites with similar soil conditions. It is possible that variations in soil and groundwater conditions will require modifications to the inclination at which temporary slopes can stand. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. It is also important that surface runoff be directed away from the top of temporary slope cuts. Cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that sand and/or loose soil can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. These recommendations may need to be modified if the area near the potential cuts has been disturbed in the past by utility installation, or if settlement -sensitive utilities are located nearby. All permanent cuts into native soil should be inclined no steeper than 2:1 (H:V). Fill slopes should not be constructed with an inclination greater than 2.5:1 (H:V). To reduce the potential for shallow sloughing, fill must be compacted to the face of these slopes. This can be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Adequate compaction of the slope face is important for long-term stability and is necessary to prevent excessive settlement of patios, slabs, foundations, or other improvements that may be placed near the edge of the slope. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. All permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 J N 16584 Page 11 DRAINAGE CONSIDERATIONS Footing drains should be used where: (1) Crawl spaces or basements will be below a structure; (2) A slab is below the outside grade; or, (3) The outside grade does not slope downward from a building. Drains should also be placed at the base of all earth -retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock that is encircled with non -woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space. As mentioned in the General section, footing drains placed on the outside of detention vaults should be set close to the design dead storage elevation The discharge pipe for subsurface drains should be sloped for flow to the outlet point. Roof and surface water drains must not discharge into the foundation drain system. A typical drain detail is attached to this report as Plate 10. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs -On -Grade section, should be provided in any crawl space area to limit the transmission of water vapor from the underlying soils. Crawl space grades are sometimes left near the elevation of the bottom of the footings. As a result, an outlet drain is recommended for all crawl spaces to prevent an accumulation of any water that may bypass the footing drains. Providing even a few inches of free draining gravel underneath the vapor retarder limits the potential for seepage to build up on top of the vapor retarder. Slight perched groundwater was observed during our field work. If seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to a building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. A discussion of grading and drainage related to pervious surfaces near walls and structures is contained in the Foundation and Retaining Walls section. PAVEMENT AREAS The pavement section may be supported on competent, native soil or on structural fill compacted to a 95 percent density. The pavement subgrade must be in a stable, non -yielding condition at the time of paving. Granular structural fill or geotextile fabric may be needed to stabilize soft, wet, or unstable areas. In most instances where unstable subgrade conditions are encountered, an additional 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in the section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt -treated base (ATB). GEOTECH CONSULTANTS, INC. PacWest Energy A 16584 June 1, 2017 Page 12 We recommend providing heavily loaded areas with 3 inches of AC over 6 inches of CRIB or 4 inches of ATB. Heavily loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. Increased maintenance and more frequent repairs should be expected if thinner pavement sections are used. Where concrete pavements are used, they should have a minimum thickness of 7 inches and be reinforced with rebar. Typically, #4 rebar spaced 18-inches on center in both directions is appropriate. This concrete pavement section should be sufficient to handle heavy trucks. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. As with any pavements, some maintenance and repair of limited areas can be expected as the pavement ages. Cracks in the pavement should be sealed as soon as possible after they become evident, in order to reduce the potential for degradation of the subgrade from infiltration of surface water. For the same reason, it is also prudent to seal the surface of the pavement after it has been in use for several years. To provide for a design without the need for any maintenance or repair would be uneconomical. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundations be removed before site development. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 JN 16584 Page 13 i The following table presents recommended relative compactions for structural fill: Beneath footings, slabs 95% or walkways Filled slopes and behind 90% retainina walls 95% for upper 12 inches of Beneath pavements subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557-91 (Modified Proctor). The General section should be reviewed for considerations related to the reuse of on -site soils. Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three -quarter -inch sieve. The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of PacWest Energy, LLC and its representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with our understanding of current local standards of practice, and within the scope of our services. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 JN 16584 Page 14 ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 9 Test Boring Logs Plate 10 Typical Footing Drain Detail Plate 11 Typical Footing Overexcavation Detail We appreciate the opportunity to be of service on this project. Please contact us if you have any questions, or if we can be of further assistance. Matt McGinnis Geotechnical Engineer M KM/M RM: mw Respectfully submitted, GEOTECH CONSULTANTS, INC_ �gc x MCor 4.���g h x *i ►STE s�'oNA L E�Gl Marc R. McGinnis, P.E. Principal CC: Barghausen Consulting Engineers — Caryl Pinner via email: cpinner@barghausen.com GEOTECH CONSULTANTS, INC. Fed 7 T7T7 T.Vit- Tacoma J-- IH -Sfts cwyml m wr m F lom-n Iv=3tM-j'*19 t� �=ml AE rv-95 -Tlk�rmn- A� IGEOTECH —44 CONSULTANTS, INC. 4 PLJUL 42A FNa 4 (Source: Microsoft MapPoint, 2013) VICINITY MAP 1520 S 348th St. & 34713 - 16th Ave. S Federal Way, Washington Job No: Date: Plate: 16584 June 2017 1 -1 1 NORTH I. C-71, k' vac - r �'Elf r; __7 V Mc- TVILEP 'k M RM F,* B-3 Existing Auto Repair ShopC,)" B 2 1.1171 .7P 4 & VL T•v 1W, B t'd -4 SIN! TOP Mot 24, 1, �H*�* FDIE _4 L M Yam' r, ol 4,-Car.Wash- L-T Day - Sr Co - e.w 14 211 ^,T.H �AN-L` 'I 4 - , < "ic > ' A -- I Vic V0 I I EIIMI� F.IL;I,.. :Existing Jacksons fl em.11E- Store �w mr B 5 B-7 C 4 W-Nu 515. q,_31 li:h TEL P 0 r".0 WILE I 7F- -aqw nELL M El 11 10, _ANEM 4CLE I os II S 348TH ST .1 FX 11 E Legend: Q Test Boring Location GEOTECH CONSULTANTS, INC. 4 SITE EXPLORATION PLAN 1520 S 348th St. & 34713 - 16th Ave. S Federal Way, Washington Job No: Date: Plate: 16584 1 June 2017 No Scale 1 2 5 fi V 15 1 � ear` ea�,��e°�SGC, BORING 1 Description 2-inches of asphalt over; Brown slightly silty SAND with gravel, fine to medium -grained, moist, loose 5 2 -becomes gray -brown with organics 30 3 SM -becomes gray, fine to coarse -grained, dense 31 4 -becomes gray, increased gravel content becomes gray with trace rust, very dense 77 1 4 .._ * Test boring was terminated on May 17, 2017 at 16.5 feet. * No groundwater was encountered during drilling. GEOTECH CONSULTANTS, INC. ■ TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by: Plate: 1 16584 1 June 2017 1 MKM 3 5 10 15 12 1 1 BORING 2 Description 2-inches of asphalt over; Brown slightly silty SAND with gravel, fine to coarse -grained, moist, medium -dense ' becomes gray, fine to medium -grained, very dense (GLACIAL TILL) 50 3 211 50 -with occasional clean sand seams 4 5.511 SM 64 5 -with a thin wet zone TI -becomes very moist to wet 76 6 * Test boring was terminated at 21.5 feet on May 17, 2017. * Slight perched groundwater was encountered at 16 and 20 feet during drilling. GEOTECH CONSULTANTS, INC. r TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by: Plate: 16584 1 June 2017 MKM I 4 1 1 t�ca Q'0 �5 0 ts' "ov 18 1 BORING 3 Description Gravel over; Brown silty SAND with gravel, fine to coarse -grained, very moist, loose 5 -becomes gray, dense 43 2 -becomes very dense 67 3 1 40 4 ;_ -becomes moist to very moist, dense : SM L' 15 -becomes fine to coarse -grained, very moist, very dense 50 5 3" °4 ag4. o a D �•c xMSW20° Gray very gravelly, slightly silty SAND, fien to coarse -grained, moist, very dense �o * Test boring was terminated at 21.5 feet on May 17, 2017. * No groundwater was encountered during drilling. GEOTECH CONSULTANTS, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by: plate: 16584 June 2017 MKM 5 5 10 15 eQr le Ve 'off e 011 �'19\11 BORING 4 p is V V 5 Description 2-inches of asphalt over; Brown silty SAND with organics, fine to medium -grained, wet, loose 1 43 1 €' p 1 becomes gray, moist, dense GLACIAL TILL -becomes fine to coarse -grained, very dense 58 12 ' LM increased gravel content with trace rust, becomes dense 41 3:t ='i 32 14 -with thin fine to medium -grained sand seams 31 5 * Test boring was terminated at 16.5 feet on May 17, 2017. * No groundwater was encountered during drilling. GEOTECH CONSULTANTS, INC. 4 ■ - TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by. Plate: 16584 1 June 2017 1 MKM 1 6 BORING 5 Description 2-inches of asphalt over; FILL grown silty SAND with gravel, fine to coarse -grained, moist, medium -dense (FILL) 12 1 5 Gray -brown gravelly, silty SAND, fine to medium -grained, moist, very dense 62 2 -becomes fine to coarse -grained 73 3 € i 10 Him' 64 4 -increased silt content 5.511 5 * Test boring was terminated at 16 feet on May 17, 2017. * No groundwater was encountered during drilling. GEOTECH CONSULTANT'S, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by: Plate: 16584 1 June 2017 1 MKM 1 7 5 10 1 12 65 46 .A BORING 6 Description 2-inches of asphalt over; Gray -brown SAND, fine to medium -grained, moist, loose (FILL) 1 , FILL -becomes gray, increased silt content, fine to coarse -grained, medium -dense 3 Sp Brown with rust, slightly silty SAND, fine to medium -grained, very moist to wet, SM medium -dense -becomes gray, increased silt content, fine to coarse -grained, moist Gray gravelly, silty SAND, fine to medium -grained, very moist, dense 4 (GLACIAL TILL) -becomes moist SM -becomes fine to coarse -grained, very moist, very dense 5 * Test boring was terminated at 16.5 feet on May 17, 2017. • No groundwater was encountered during drilling. GEOTECH CONSULTANTS, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job I Date: Logged by: Plate: 16584 June 2017 MKM 8 1 BORING 7 10 14 1 1 11 FILL 37 3 "q fl: 69 4 `{ SM Description 2-inches of asphalt over; Gray SAND, fine to medium -grained, moist, medium -dense (FILL) -becomes gray -brown Gray to gray -brown gravelly, silty SAND, fine to coarse -grained, moist, dense -becomes very moist to wet, very dense 15 .` 1 39 5 -becomes dense -becomes blue -gray, fine-grained, wet a * Test boring was terminated at 16.5 feet on May 17, 2017. * Groundwater was encountered at 16 feet during drilling. GEOTECH CONSULTANTS, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job I Date: Logged by: Plate: 9 16584 June 2017 MKM Slope backfill away from foundation. Provide surface drains where necessary. Tightline Roof Drain (Do not connect to footing drain) Backfill _ (See text for requirements) C a Nonwoven Geotextile J Filter Fabric 0 Washed Rock f1 Possible Slab (7/8" min. size) o o r v' •o•a•a0 v�•oPv •o- ° •a- v •°• a •° y: �� a❑°�ofl� ePP6'• 0'0 �pG P`o ia� 0 o a ��7'P a : �: 4.0p�sn a-p� c a v v °iy°Q°� v�cC'a .fI_ flfl �lll'�lillk • 4" min. ,°ao°� °y°�°p '������ {®� Vapor Retarder/Barrier and '- Capillary Break/Drainage Layer (Refer to Report text) 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. GEOTECH CONSULTANTS, INC. FOOTING DRAIN DETAIL 1520 S 348th St. & 34713 - 16th Ave. S Federal Way, Washington FJo3b—No,:, Date: Plate:584 June 2017 10 Unsuitable Soils r• e�`�4 ale i �od9P a +��1 0 � e D, p�� o e•� �� � a•� �� Ope s ao o, •a '��°� a-a��Do oWid#h of��erexca e�lfln J o- p�-APdJ Structural Fill (refer to report for gradation and compaction requirements). See Note 2 for condition where lean concrete is used to backfill the overexcavation. Suitable Bearing Soil (Refer to report for description) verify by Geotechnical Engineer prior to placing Structural Fill. Width of Overexcavation = Footing Width (FW) + Depth of Overexcavation NOTES: 1. Refer to report text for additional overexcavation, foundation, and structural fill considerations. 2. Where lean concrete (minimum 1-1/2 sacks of cement per cubic yard) is used to backfill the overexcavation, the overexcavation must extend only 6 inches beyond the edges of the footing. GEOTECH CONSULTANTS, INC. TYPICAL FOOTING OVEREXCAVATION 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job No: Date: late: 16584 June 2017 11 ra; DEMOLmoN CALLOUTS: 1, DEMOLISH EXISTING CONCRETE AND/OP, ASPHALT AND DISPOSE OF OFF -SITE. 2. DEMOLISH EXISTING BUILDING AND APPURTENANCES AND DISPOSE OF OFF -SITE DEMOLITION OF BUILDING PER SEPARATE PERMIT, 3. DEMOLISH EXISTING CURB AND DISPOSE OF OFF -SITE (TYP), 4, DEMOLISH EXISTING ELECTRICAL SERVICE LINE AND APPURTENANCES. COORDINATE EXTENTS OF WORK AND SCOPE OF WORK WITH PURVEYOR, AND MEP PLANS, 5. EXISTING STORM LINE AND APPURTENANCES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION, 6, TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK), FIELD VERIFY AND CONFIRM EXACT LOCATION WITH OWNER_ 7. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LIIJK WITH LOCKING DEVICE). FIELD VERIFY AND C014FIRM EXACT LOCATION WITH OWNER. S. EXISTING STORM LINE AND APPURTENANCES TO BE REMOVED/ABANDONED PER COUNTY STANDARDS. CONTRACTOR TO CONFIRM ORIGIN OF ANY AND ALL STORM DRAINS PRIOR TO DEMOLITION. IF SERVICE IS ACTIVE FOR OFF -SITE DRAINAGE AND MUST REMAIN, CONTACT BARGH.AUSE14 CONSULTING ENGINEERS INC. FOR FURTHER DIRECTION, 9. REMOVE EXISTING TREE AND DISPOSE OF OFF -SITE. (TYP) 10. DEMOLISH EXISTING SANITARY SEWER SERVICE LINE AS SHOWN AND APPURTENANCES AND DISPOSE OF OFF -SITE. 11. EXISTING MAILBOX. AND CONCRETE PAD TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. 12. DEMO EXISTING TRASH ENCLOSURE AND DISPOSE OFF -SITE, 13, DEMOLISH EXISTING LOT LIGHT AND DISPOSE OFF -SITE. 14. EXISTING TREE TO REMAIN AND TO BE PROTECTED, 15. EXISTING SIDEWALK TO REMAIN AND TO BE PROTECTED DURING C014STRUCTION ACTIVITIES 16 DEMO EXISTING CONCRETE FUELING PAD AND EXISTING CANOPY. 17, REMOVE/ABANDON EXISTING FUEL STORAGE TANKS AND APPURTENANCES AND DISPOSE OFF -SITE PER EPA STANDARDS CONTRACTOR TO OBTAIN DESIGN AND PERMIT FOR SHORING IF NECESSARY FOR EXCAVATION OF EXISTING U14DERGROUND STORAGE TANKS (TYP.). 15, DEMO EXISTING VACUUM AND DISPOSE OF OFFSITE. COORD114ATE WITH JACKSONS PRIOR TO REMOVAL- SALVAGE EQUIPMENT AT OWNERS DISCRETION 19. REMOVE EXISTING BOLLARDS AND DISPOSE OF OFF -SITE, (TYP) 20. REMOVE EXISTING AIR/WATER UNIT TO REMAIN AND BE PROTECTED, 21. APPROXIMATE SAWCUT LIMITS, SAWCUT IN A SMOOTH, STRAIGHT, AND CONTINUOUS LINE. 22, DEMO EXISTING FUEL DISPENSERS AND FUEL ISLAND. COORDINATE WITH JACKSONS PRIOR TO REMOVAL. SALVAGE EQUIPMENT AT OWNERS DISCRETION. 23. DEMO EXISTING ELECTRICAL METER AND APPURTENANCES, CONTRACTOR TO CONFIRM ORIGIN OF ELECTRICAL LINES PRIOR TO REMOVAL AND COORDINATE WITH JACKSONS PRIOR TO DEMO 24. REMOVE PORTION OF EXISTING GAS SERVICE AS SHOWN AND CAP EXISTING END. COORDINATE EXTENTS AND SCOPE OF WORK WITH PURVEYOR. 25. EXISTING MONITORING WELL TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION, SEE MONITORING NOTE THIS SHEET (TYP). 26, EXISTING SIGN AND ELECTRICAL SERVICE TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. 27. WORK ON ADJACENT PROPERTY TO BE WITHIN KING COUNTY EASEMENT. COORDINATE WORK AND EASEMENT WITH OWNER PRIOR. TO WORK ON ADJACENT PROPERTY. 28, DEMO EXISTING RV STATION AND DISPOSE OFF -SITE 29. DEMO EXISTING FENCE AND GUARDRAIL AND DISPOSE OFF -SITE, 30, REMOVE PROPANE TANK, AND SALVAGE AS DIRECTED BY OWNER. 31. REMOVE EXISTING FLAG POLE AIJD DISPOSE OFF -SITE 32 RELOCATE EXISTING FIRE HYDRANT. TEMPORARY INLET SEDIMENT PROTECTION •may • SILT FENCE LIMITS OF DISTURBANCE l.F CONSTRUCTION ENTRANCE C--1 ASPHALT TO BE REMOVED t s- CONCRETE TO BE REMOVED CURB TO BE REMOVED —_� TEMPORARY CONSTRUCTION FENCE (2 * TREE/SHRUBS TO BE REMOVED MONM MODIFICATIC MUST BE C WELL FROG BE REMOVE GENERAL C CONTRACTO WELL AND TO OCCUPP Z a J zco 0 af 0 Z � ir V O ~ i Zcn�3 C7 ao�a U U '?1 0 Q W LL Z_ $ J W o CL EROSION CONTROL CALLOUTS: � 1. CONTRACTOR TO INSTALL SILT FENCE AROUND V co PERIMETER OF SITE AS NECESSARY TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS z I. an DIRECTED BY CITY INSPECTOR — oo C/i ¢ m COITRACTOR TO INSTALL TEMPORARY INLET SEDIMENT Lu _ o0 0 PROTECTION AT ALL EXISTING AND PROPOSED CATCH oo cq BASINS AS NECESSARY TO PREVENT SILT-LADEN O w op WATER FROM ENTERING STORM DRAINAGE SYSTEM N COORDINATE PLA CEMENT WITH PROPERTY OWNERS AND Q ' AS DIRECTED BY CITINSPECTOR. ¢ 3 APPROXIMATE LOCATION OF CONSTRUCTION STAGING cr AREA, CONTRACTOR TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE 1'-1 C) O WASHOUT, ADJUST SIZE AND LOCATION OF AREA AS I..L Q co DURING NEEDED DUPING CONSTRUCTION. cn c co z W 4, CONTRACTOR TO INSTALL TEMPORARY STABILIZED - w oo CONSTRUCTION ENTRANCE ROCK PAD PER COUNTY STANDARDS. : O � CD c cV YOB 5. APPROXIMATE LOCATION OF TEMPORARY SEDIMENT C-D U a TRAP CONTRACTOR TO INSTALL TEMPORARY SEDIMENT Q w TRAP. CONTRACTOR TO GRADE TO SEDIMENT TRAP AND CD PROVIDE 'V"-DITCH AS NECESSARY, co 6, APPROXIMATE LOCATION OF TEMPORARY 'V" DITCH LL J"� d PERMIT NO. 16-105763-00-PC Vab. e3 APPROVED I � 17 ss ZONE X r 20 �.- w Q )UTH 348TH r-rc?cmn SITE 16 Brook Lake 0 LEGEND .r OTHER AREAS ZONE % Areas delennined to be outside 500-year Ip( Floodplain REFERENCE: Federal Emergency Management Agency (Portion of Map 53033C1250 F, May 1995) Scale: For: Job Number Horizontal: N.T.S. Vertical: N/A Jacksons Food Store No. 636 17764 .41,&HAUI 18215 72ND AVENUE SOUTH Federal Way, Washington KENT, WA 98032 42 Z (425) 251-6222 Title: (425) 251-8782 FEMA MAP a@ �� �'I" CIVIL ENGINEERING, LAND PLANNING, ct r, HG ENGSKle SURVEYING, ENVIRONMENTAL SERVICES DATE: 07/05/17 P:117000sll77641exhibingraphics117764 fema.cdr a REFERENCE: USDA, Natural Resources Conservation Service Scale: Horizontal., N.T.S. Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES LEGEND: EwC = Everett-Alderwood gravelly sandy loams, 6-15% slopes For: Jacksons Food Store No. 636 Federal Way, Washington Title: SOIL SURVEY MAP Job Number 17764 07/05/17 P:117000s1177641exhibitlgraphics117764 soil.cdr Form WA-5 (6/76) Commitment Face Page File No.: NCS-809029-WAl COMMITMENT FOR TITLE INSURANCE Issued by FIRST AMERWAN TITLE INSURANCE COMPANY First American Title Insurance Company, herein called the Company, for valuable consideration, hereby 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 mortgagor of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. 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 hereof by the Company, either at the time of the issuance of the Commitment or by subsequent endorsement. This Commitment if preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this commitment to be signed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By - Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." First American Title Insurance Company 041163 i Gilmore Presdent Xhl V A �� � Jeffrey S. Rokmnwn Secrettery First American Title Insurance Company Form WA-5 (6/76) Commitment 4�T J.xl�kr� First American Title Insurance Company National Commercial Services 818 Stewart Street, Suite 800, Seattle, WA 98101 (206)728-0400 - (800)526-7544 FAX(206)448-6348 Lauren Humphreys (206)448-6289 Humphreys@firstam.com To: First American Title 3540 East Longwing Lane, Suite 230 Meridian, ID 83646 Attn: Ashley Hocken REPORT NO. 3 SCHEDULE A File No.: NCS-809029-WAl Page No. 1 File No.: NCS-809029-WAl Your Ref No.: 34713 16th Avenue South 1. Commitment Date: October 02, 2017 at 7:30 A.M. 2. Policy or Policies to be issued: AMOUNT PREMIUM TAX ALTA Standard Owner Policy $ 1,050,000.00 $ TBD $ To Follow Proposed Insured: PacWest Energy LLC 3. The estate or interest in the land described on Page 2 herein is Fee Simple, and title thereto is at the effective date hereof vested in: Thomas 1. Turner, a single man 4. The land referred to in this Commitment is described as follows: The land referred to in this report is described in Exhibit "A" attached hereto. First American Title Insurance Company Form WA-5 (6/76) Commitment EXHIBIT 'A' LEGAL DESCRIPTION: File No.: NCS-809029-WAI Page No. 2 Lot 19 of VICK ADDITION, according to the plat thereof recorded in Volume 45 of Plats, page 27, in King County, Washington. EXCEPT the East 20 feet thereof conveyed to King County by deed recorded January 18, 1977 as Recording No. 7701180056. First American Title Insurance Company Form WA-5 (6/76) Commitment SCHEDULE B - SECTION 1 REQUIREMENTS The following are the Requirements to be complied with: File No.: NCS-809029-WAl Page No. 3 Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Item (C) Pay us the premiums, fees and charges for the policy. Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of person in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor, materials or medical assistance heretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. 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 mortgages thereon covered by this Commitment. FirstAmencan Title Insurance Company Form WA-5 (6/76) File No.: NCS-809029-WAl Commitment Page No. 4 SCHEDULE B - SECTION 2 (continued) SPECIAL EXCEPTIONS I. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Federal Way is at 1.78%. Levy/Area Code: 1205 2. 4. 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. General Taxes for the year 2017. Tax Account No.: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: 889700-0095-05 5,545.45 2,772.73 2,772.72 329,200.00 16,400.00 Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RCW 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County and Pierce County may be subject to the King County Sewage Treatment Capacity Charges. To verify charges contact: (206) 296-1450 or CapChargeEscrow@kingcounty.gov. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the plat of Vick Addition recorded February 4, 1948 as Volume 45 of Plats, page 27, in King County, Washington. Easement, including terms and provisions contained therein: Recording Date: December 16, 1976 Recording Information: 7612160486 In Favor of: Lakehaven Sewer District For: Sewer mains Affects: The West 5 feet Evidence of the authority of the individual(s) to execute the forthcoming document for PacWest Energy LLC , copies of the current operating agreement should be submitted prior to closing. Prior to issuance of an extended coverage policy, the Company will require an Owner's Affidavit be completed and submitted to the Company for approval prior to closing. The Company reserves the right to make any additional requirement as warranted. Matters of extended owner/purchaser coverage which are dependent upon an inspection and an ALTA survey of the property for determination of insurability. First American Title Insurance Company Form WA-5 (6/76) Commitment File No.: NCS-809029-WA1 Page No. 5 Please submit a copy of the ALTA Survey at your earliest convenience for review. Our inspection will be held pending our review of the ALTA Survey and the result of said inspection will be furnished by supplemental report. 9. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at th&expiration of the term. First American Tit/e Insurance Company Form WA-5 (6/76) Commitment INFORMATIONAL NOTES File No.: NCS-809029-WAI Page No. 6 A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Lot 19, Vick Add. Vol 45, pg. 27 APN: 889700-0095-05 Property Address: 34713 16th Avenue South, Federal Way, WA 98003 D. A fee will be charged upon the cancellation of this Commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. END OF SCHEDULE B First American Title Insurance Company Form WA-5 (6/76) Commitment FirstAmerican Title Insurance Company National Commercial services COMMITMENT Conditions and Stipulations File No.: NCS-809029-WAI Page No. 7 1. The term "mortgage" when used herein shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of a 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 or reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclosure 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 and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the 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 liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for in favor of the proposed Insured which are hereby incorporated by references, and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the Insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of this Commitment. First American Title Insurance Company Form WA-5 (6/76) Commitment The First American Corporation First American Title Insurance Company National Commercial Services PRIVACY POLICY We Are Committed to Safeguarding Customer Information File No.: NCS-809029-WAI Page No. 8 In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; Information about your transactions with us, our affiliated companies, or others; and - Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. c 2001 The First American Corporation - All Rights Reserved First American Title Insurance Company ly When recorded return to Robert J. Verzani 30640 PaciFic Highway South, Suite "C" Federal Way, WA 98003 20040514001168 CHICAGO TITLE WD 20 00 PACE001 OF 002 05/14/2804 11 31 ICING COUNTY, WA E2038717 05/14/2004 11 25 KING COUNTyTY, UA SALE $400-1000 00 PAGE001 OF 001 Grantor MCINTYRE, DONALD E �5 MCiNTYRE, SHARLENE J, wife CHICAGO T L INS. C � Grantee TURNER, THOMAS J Legal Description: LOT 19, VICK ADDITION, Vol 5 of Plats, page 27 Assessor's Tax Parcel ID 4* 889700.0095-05 THE GRANTORS, DONALD E. MCINTYRE and SHARLENE J. MCINTYRE, husband and wife, for and in consideration of Ten and no/00 ($10 00) Dollars and other valuable consideration in hand paid. conveys and waiTanls io THOMAS J. TURNER, x Grantee, the following described real property situated in the County of King, State of Washington **a sing Le man Lot 19, Vick Addition, According to Plat recorded in Volume 45 of Plats, Page 27, in King County, Washington, EXCEPT the East 20 feet thereof, conveyed to King County by Deed undero 7701180056 and subject to 1 Lakehaven Sewer istnct Easement recorded under King County Records & Elections No 7612160486; and 2 Plat restrictions DM May J[, 2004 Donald E Mclnt e Sharlene J. Mcltyre STATE OF WASHINGTON SS COUNTY OF KING On this day personally appeared before me Donald E McIntyre and Sharlene J McIntyre to me known to be the mdtvidual(s) described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned GIVEN under my hand and official se day of May, 2004 0� SjdNp, ' Ks:jdin&2a1Fede ub is m d for the State of Washington, ofa .�4�pS1'FlY �, i ral Way �G ! Printed Name Robert J Verzani p�$u My commission expires. July 1, 2005 7-1 �`t �OF\N rr t0 +I m Rcu Y N W 1 I Ci °' I o�a7rp I 4 dv ` a 0�� _ 00 �a� w `c f In avCT�y a4 c ��Y Lia ° n d m r O �, y a z _ or I w o 'sl � x'-c - Z u b e d - `� _0 J t� r J ul 3 a d�0(T �3 ad°m. ° r 4 Y O W - U p + y,. Y k.... 0++C7 I m a i LL uz r 0 v. � - y n- p ti r� Y IJ rv.y0. C pry r�.. {IIx A)° Y�C3t Pd cc a a I a10� Z: G ! �.. AYE : e?¢43 j4 I O airkf T d Tr `� u -• :y ? 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VwWW mid N=7 1. spot. bodowd and rift; and 9 T. awbor old inlet 206M. bosbood Md Wife; am& COMEMCM7 Md w"W"" ass third Istwort. fwmdl..L&.C,_.t IsIval-Kocinoddim—t- mod qEft elms to 9ft QP-" an 64Ldft dwerib" a"& "tam. siuwtw 1. 0A C.-Ly d Elea scam dc U.M.Man WAMUM .w lininIiiiiia dod. whf& SE.MW W bnuft- wd—: Se wait u Ewe of sat- 29. VS& Akutsda. -=Mftm to flat In 1WI.. 45 of Mats. pw 27. Is UM UW&WM-- 01911d tak" 6t±1 dl* .4 Moss" 1977 ($ad) JL . -E. 2 ...[!Eder — ----------- suix cir ML (seal) C—My (5081) ob this 4" ;,—ImiiLly pp—.d bfa. w 'JowLsook W AOK,-I, IH, q•' Does A t. w,rft% b, @Kimbt"b ALa. AApd '1..%W w wk—l.dg" cbt tbay afg—d th. IIiiiio " their f— w V.1—tw, 7�004-A% t%I. A. ors GIVO -dear y hsd WUL.L sus thl. 7 day f sees..th. F STATE OF ash.ingrnn __� County of Snohnweah ID On thin_-Urh —day of— 'an,-, . A. D. 19U-. before me. the wader. @;fined,m. a Notary Pu61ic in and far She 51aIr af- Jaahi.t r- _ _ .�. duly couwn6.aad .te and aperwnallLy appo - - to the h..- to be the i deWls tbq,Y�aanrd -ho executed :}re feter inz aurtrumate for h� j r attorney in fact vI �f '�.• tberen described. MA acka 6dgad t. tttr Tice —6 4xwd led the aaoa ar� t,e. valsstuy an and deed and as the frae and yaltmdefr me aad d.ad of the mid Ir .Ty`e Erhelbaraxr _ for the rdr ud parpo.0 e,� S tta�ti.a+d and s *a& ~ --_-, iftat t �f . �wariaaa dx acat5.n of tL' ;cMxaasat Laa ar a.oe be�i� rerel{� ad that de eid Ufa -- "'-•s uo+li.6F w lr r WITNESS MY band and Is .eat beer. wed the Form L 31 (Arbe.ledgsear by aetl W as An -my m Pact. Pioarer paliosel TM. lawraii! on mp-A STATE OF 41at�° Cef oL 5a4b I3W of � A. D. 14» before aat: tie ttttdr- De tbiaa yapb caeca dt6 u: pea tionad a Notary P+eb a -6 for he a Ra C and cram, prren.s 17 ' y ,� the loresains irtartaaaat for hl �� ated to me ia.era to 6 lit p,prrga d deac''" is *ad who aaacW w atraracr is Fad of lnlua seder bo derdr learn& Free ,a..)W&W ► and e ne dot �e rimed and taa6a tite+am, H r.hMt"v OCT cad deed and u the Free atd rolltNat/•a<t of the wtL� lulu Barber - lnr dta WON end putyaaes titersm maM > cured drat the ?s ye v( attorney auth.Tisini the 4wexvlivn .F rhw in"Mmrne ban not bets ulee rbbeer —it no- livin=.� *��--. es .' Wf NEss my hand and official ae:I hereto aftsed the is Thu cet �f ahiA&t�- N.,. P.bhr in .nb let the Sw..l ftN. CO. For m L 3' IAckno.feeh.� n! �y Sew ana ae Arorr ri . 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Seattle, Wa. 98125 EASEMENT THIS AGREEMENT made this_�Z_day of�, 19a—, by and between the LAKEHAVEN SEWER DISTRICT, a municipal corporation of King County, Washington, hereinafter termed "Grantee", and C. H. Gradv and F. C. Yo¢maa__ � hereinafter termed "Grantor". EITNESSETH: 14 That the said Grantor for valuable consideration does by these r— presents grant unto the Grantee a perpetual rig of -way or ease- ment for sewer mains with the necessary appurtenances through, over, and across the following property, described as follows: The West 5 feet of the following described parcel of land; Lot 19 of Vick Addition, as recorded in Volume 4S of plats, page 27, records of King County, Washington. Together with a temporary construction easement described as the West 15 feet of the above described Lot 1' Said temporary construction easement shall remain in force d;. ng construction and until the sewers and appurtenances are accepted for nairtenance and operation by the Lakehaven Sewer District. 0 r o• 1% EMSE TAX NOT R50-jiiEo 0 BY , Deputy C) w } c� N N 1- c r w EASi:`Il:til' NO. 52;-3'-2 c: Said Grante•_ shall have the right without prior institution of an•: suit or -proceeding at law, at such titres as may be necessary, to enter upon said easy_ nt for the purpose of constructing, maintaining, ropairinS, alraring or res&!-.�trcctiag said seermain, or racing any connections Vise-ewith, vi&.Out in�yxrS�g any legal obligation or liability therefore; provided that such shall Le accomplished in a manner that existing privore 1¢proceiene3 shall not be disturbed or destroyed, of in the event that they arc distuubed or des=royed, they will be replaced to as good a condition ae. they were i=ed- latel, before C- property was entered upon by the Grantee_ 1D The Grantor shall retain the right to use the surface of said easement Qif such use does not interfere with installation or caintenance of the sewer CD twin. However, the Grantor shall not erect buildings Or structures on the 4 easement. -t -• This easement shall be a covenant running with the land and shall bf�"'•t binding on the successors, heirs, and assigns of oth of the par es Sateto.• and and a - and L r� STATE OF WASHINGTO:I as COU%TY OF RING ) I, the undersigned a notary public in and for the State or '..'sshingtco, hereby certify that on this fi day of October 19 7personally ap?earad before ma Frank Yaung[nan and o ris er R. Grady d and and to =e known to be the individual (a) described in and who executed the forego; ng• Instrument, and acknowledged that they 6igned and sealed the sa-e as _.Their free and voluntary act and deed for the uses and roses therein described. Notary Public in and for the State of Washington, residing at Lynmsood� Mash. CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: October 26, 2017 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Lindsey Sperry, Public Safety Officer Rob Van Orsow, Solid Waste/Recycling Coordinator Tina Vaslet, Pierce Transit — emailed plans Plan Review, KC Metro-emailed plans FROM: Leila Willoughby -Oakes, Planning FOR DRC MTG. ON November 16, 2017- Completeness Review (due by 11-21-2017) Please email any comments. FILE NUMBER (s): 17-105138-00-UP and 17-105139-00-SE RELATED FILE NOS.: 16-105763-00-PC; 17-105142-00-CN PROJECT NAME: JACKSONS FOOD STORES (REPLACES SHELL STATION) PROJECT ADDRESS: 1520 S 348th Street (348tr' St. & 16' Ave. S.) ZONING DISTRICT: CE (Commercial Enterprise) PROJECT DESCRIPTION. Proposed demolition of existing structures and removal of underground fuel storage tank; construction of a 3,812 square foot convenience store, 1,910 square foot storage building, a 3,486 fueling canopy, underground fuel storage tanks and associated site. Applicant is required to install frontage improvements. Storage building was not on the initial pre - application plans. PERMITS: Use Process I11, Concurrency, SEPA, Commercial Building Permit. PROJECT CONTACT: Matt Cyr 18215 72❑d Avenue South Kent, WA, 98032 USA - Emailed: mcyaalbMhausen.com Leila Willoughby -Oakes From: Leila Willoughby -Oakes Sent: Monday, October 30, 2017 11:30 AM To: 'mcyr@barghausen.com' Subject: FW Jackson Redevelopment- Supplementels Title Docs/BLA Attachments: 129 Resubmittal Info rmatio n.pdf, 039 BLA Review Checklist.pdf Hi Matt, Thank you for your UP3 submittal. Could you resubmit two hard copies of the title report with the supplemental docs. to the permit center with the attached resubmittal form? Also are you folks planning on submitting a BLA to merge the parcels? We would require BLA application addressing FW's the attached checklist for a commercial property. Let me know if you have any questions, L. Willoughby -Oakes Associate Planner Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2644 Fax: 253/835-2609 www.cityoffederalway.com NOTICE: All emails, and attachments, sent to and from the City of Federal Way are public records and may be subject to disclosure pursuant to the Public Records Act (RCW 42.56) SUBDIVISION Guarantee/Certificate Number: Issued By: 0083437-06 CHICAGO TITLE INSURANCE COMPANY Update Second y Subdivision Guarantee CHICAGO TITLE INSURANCE COMPANY RECEIVEN_ a corporation, herein called the Company OCT 2 5 2017 GUARANTEES CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Barghausen Consulting Engineers, Inc. herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Company of Washington 4717 South 19th Street, Suite 101 Tacoma, WA 98405 Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: A�l4-1 President Secretary Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:52 PM Page 1 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 CHICAGO TITLE INSURANCE COMPANY ISSUING OFFICE: GUARANTEEXERTIFICATE NO. 0083437-06 UPDATE Second Subdivision Guarantee Title Officer: Tacoma Commercial Unit Chicago Title Company of Washington 4717 South 19th Street, Suite 101 Tacoma, WA 98405 Main Phone: (253)671-6623 Email: CTIPierceCountyCommercialTitle ctt.com SCHEDULE A Liability Premium Tax $1,000.00 $350.00 $35.35 Effective Date: October 10, 2017 at 08:00 AM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Pacwest Energy, LLC, a Delaware Limited Liability Company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:52 PM Page 2 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 EXHIBIT "A" Legal Description The East 62.85 feet of Lot 21 and all of Lot 22, Vick Addition, according to the plat thereof recorded in volume 45 of plats, page 27, in King County, Washington; EXCEPT the Easterly 12 feet of said Lot 22; Together with a common use easement for ingress and egress described as follows: Beginning at the Southwest corner of the hereinabove described tract and running thence West in a projection of the South line of said Tract A distance of 25 feet; Thence Northeasterly to a point on the West line of the hereinabove described tract which lies 25 feet North of the point of beginning; Thence South along said West line 25 feet to the point of beginning. Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:53 PM Page 3 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B GENERAL EXCEPTIONS GUARANTEE/CERTIFICATE NO. 0083437-06 UPDATE Second Subdivision Guarantee H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:53 PM Page 4 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) SPECIAL EXCEPTIONS GUARANTEE/CERTIFICATE NO. 0083437-06 UPDATE Second Subdivision Guarantee Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: King County Water District No. 100 Purpose: Pipelines and facilities Recording Date: May 7, 1958 Recording No.: 4899141 Affects: The description contained therein is not sufficient to determine its exact location within the property herein described 2. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company, a Washington corporation Purpose: Electric Transmission and/or distribution system together with all necessary or convenient appurtenances Recording Date: May 10, 1985 Recording No.: 8505100840 Affects: The South 10 feet of the West 10 feet of said premises Contains covenant prohibiting structures over said easement or other activities which might endanger the underground system Easement condemned in King County Superior Court and the terms and conditions thereof In Favor of: City of Federal Way Purpose: Right of way for overhead utilities and utility poles Affects: Easterly portion of said premises Cause No.: 91-2-13980-6 4. Reservations and recitals contained in the Deed as set forth below: Grantor: Texaco Refining and Marketing, Inc., a Delaware corporation Recording Date: June 27, 2000 Recording No.: 20000627001737 Said document provides for, among other things, the following: Said deed includes, among other conditions, the following: .."The grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the property for exploration and producing purposes..." 5. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on Plat of Vick Addition: Recording No: Volume 45 of plats, page 27 Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:53 PM Page 5 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 __\ CHICAGO TITLE INSURANCE COMPANY M. 7 Q 91 10. 11 GUARANTEE/CERTIFICATE NO. 0083437-06 UPDATE Second Subdivision Guarantee SCHEDULE B (continued) Right to make necessary slopes for cuts or fills upon property herein described as granted or reserved in deed In favor of: King County Recording Date: April 9, 1968 Recording No.: 6330339 Any rights, interests, or claims which may exist or arise by reason of the following matters disclosed by survey done by Terramark for the Matthews Company dated April 7, 2009, under Job N. 32664: A. Chain link fence appurtenant to the Northerly adjoining property encroaches onto said premises up to a distance of 0.1 feet _ 'Note: Chain link fence appurtenant to the Westerly adjoining property does not encroach onto said premises b is located less than one foot West of the East boundary line thereof and does not precisely represent the location' he common boundary between the properties. B. Asphalt, curbing and planting areas appurtenant to said premises extend into the adjoining public rights of way of 16th Avenue South and 348th Street South. Covenants, conditions and restrictions contained in deed from Equilon Enterprises, LLC, a Delaware limited liability company Recording Date: December 21, 2009 Recording No.: 20091221000384 Covenants, conditions and restrictions contained in deed from Jacksons Food Stores, Inc., a Nevada corporation Recording Date: December 21, 2009 Recording No.: 20091221000386 Access agreement and the terms and conditions thereof Between: Equilon Enterprises, LLC, a Delaware limited liability company And: Jacksons Food Stores, Inc., a Nevada corporation Recording Date: December 21, 2009 Recording No.: 20091221000385 General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2017 Tax Account No.: 889700-0115-01 Levy Code: 1205 Assessed Value -Land: $474,400.00 Assessed Value -Improvements: $573,900.00 General and Special Taxes: Billed: $15,392.74 Paid: $7,696.37 Unpaid: $7,696.37 Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:53 PM Page 6 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) Note: FOR INFORMATIONAL PURPOSES ONLY: f GUARANTEE/CERTIFICATE NO. 0083437-06 UPDATE Second Subdivision Guarantee The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Portion Lot 21 & all Lot 22, Vick Addition Tax Account No.: 889700-0115-01 The legal description in this certificate is based on information provided with the application and the Public Records. All parties must notify the Title Insurance Company if the description does not conform to their expectations END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:53 PM Page 7 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 WRITTEN DESIGN CRITERIA RESPONSE Jacksons Food Store 1520 South 3481h Street, Federal Way, Washington RECEIVE® Prepared by Barghausen Consulting Engineers, Inc. October 20, 2017 OCT i 5 2U17 Our Job No. 17764 CITY OF FEDERAL WAY USE PROCESS III DESIGN CRITERIA COMMUNITY DEVELOPMENT The following is a written response identifying how the project complies with applicable design guidelines found in FWRC Chapter 19.115, "Community Design Guidelines". FWRC 19.115.050 Site Design — All zoning districts Provide a written response that specifies how your proiect meets the following criteria: (1) General Criteria (a) Natural amenities such as views, significant or unique trees, or groupings of trees, creeks, riparian corridors, and similar features unique to the site should be incorporated into the design. Response: The project will not adversely impact any significant views of the surrounding area. Additionally, the property does not contain any environmental sensitive areas such as riparian corridors or creeks. The property does contain an area of vegetation located between the existing structure and Greg's Japanese Auto building that includes a row of pine trees. The row of pine trees will be preserved in the redevelopment proposal. The project will meet the City's tree retention requirements by maintaining a tree density of 20 tree units per acre (tree units are determined by the size of a retained or planted tree per FWRC Table 19.120.133-2). (b) Pedestrian areas and amenities should be incorporated in the overall site design. Pedestrian areas include but are not limited to outdoor plazas, arcades, courtyards, seating areas, and amphitheaters. Pedestrian amenities include but are not limited to outdoor benches, tables, and other furniture, balconies, gazebos, transparent glass at the ground floor, and landscaping. Response: The project incorporates a pedestrian walkway located at the east -central end of the project site that will connect the Jacksons Food Store entrance to the public right-of-way at 16th Avenue South. The proposed walkway will feature landscaping on both sides with a mixture of groundcover, shrubs, and trees. The Jacksons Food Store building will incorporate 8 to 5 foot -wide pedestrian walkways that wrap around the south and west sides of the structure. The 8 foot -wide pedestrian walkway is located next to the building's east frontage, and the 5-foot walkway is located next to the building's south -facing frontage. This walkway will provide exterior lighting and structural awnings that provide weather protection for pedestrians. The Jacksons Food Store will also feature large transparent glass windows that wrap around the southeast corner of the building near the customer entrance. •1- (c) Pedestrian areas should be easily seen, accessible, and located to take advantage of surrounding features such as building entrances, open spaces, significant landscaping, unique topography or architecture, and solar exposure. Response: All proposed pedestrian areas and amenities as described above will be located in areas that will incorporate an overall inviting pedestrian environment for the Jacksons Food Store. The Jacksons Food Store building entrance will be oriented to face the intersection of South 348th Street and 16th Avenue South. The proposed pedestrian walkway will be accessible from the public right-of-way and will connect the public sidewalks to the Jacksons Food Store building entrance. Crime Prevention Through Environmental Design (CPTED) principals are used in the site design, including (but not limited to) site lighting and the entrance and store windows facing the adjacent streets. Bicycle parking is provided at the front of the store. Landscaping with irrigation is required in the parking lot and around the perimeter of the site. Type III landscaping is required around the exterior 5 feet of the street and internal lot lines. Parking lot landscaping must achieve twenty (20) square feet per stall. Landscaping is required at ends of all parking rows, with a minimum area of 64 square feet and minimum width of six (6) feet. Drought tolerant native Pacific Northwest plants will be utilized, which will be provided on either side of the primary walkway with a mixture of groundcover, shrubs, and trees. All pedestrian areas and amenities, including the Jacksons Food Store building entrance, will be clearly visible from the public right-of-way. (d) Project designers shall strive for overall design continuity by using similar elements throughout the project such as architectural style and features, materials, colors, and textures. Response: The principal exterior materials for the retail store will be primarily EIFS and cultured stone . The Jacksons Food Store buidling will utilize a pale brown cultured stone material for the primary building fagade with brick veneer that wraps around the base of the structure and vertically into columns to provide variation. Please refer to the enclosed elevations for a visual representation of the Jacksons Food Store. (e) Place physical features, activities, and people in visible locations to maximize the ability to be seen, and therefore, discourage crime. For example, place cafes and food kiosks in parks to increase natural surveillance by park users, and place laundry facilities near play equipment in multiple -family residential development. Avoid barriers, such as tall or overgrown landscaping or outbuildings, where they make it difficult to observe activity. Response: The Jacksons Food Store building entrance will be clearly visible from the intersection of South 348th Street and 16th Avenue South. The customer entrance will incorporate transparent glass windows that wrap around the southeast corner of the building. All pedestrian areas and amenities, including walkways, will be clearly visible from the public right-of-way. Exterior lighting will be incorporated throughout the parking areas to help maintain visibility during the evening hours. (t) Provide access control by utilizing physical barriers such as bollards, fences, doorways, etc., or by security hardware such as locks, chains, and alarms. Where appropriate, utilize security guards. All of these methods result in increased effort to commit a crime and, therefore, reduce the potential for it to happen. Response: The project will incorporate large bollards that surround the Jacksons Food Store building customer entrance. The bollards allow for a zero curb entry to the store which will incentivize pedestrian connectivity and walkability at the site. The customer entrance will consist of automatic doorways that lock and connect to an alarm system during all nonbusiness hours. An alarm system will also be installed to monitor the emergency exit doors during all hours of operation. -2- (g) Design buildings and utilize site design that reflects ownership. For example, fences, paving, art, signs, good maintenance, and landscaping are some physical ways to express ownership. Identifying intruders is much easier in a well-defined space. An area that looks protected gives the impression that greater effort is required to commit a crime. A cared -for environment can also reduce fear of crime. Areas that are run down and the subject of graffiti and vandalism are generally more intimidating than areas that do not display such characteristics. Response: All proposed Type III landscaping will be connected to an irrigation system in order to help maintain healthy trees and shrubs at the site. Jacksons Food Store employees will have responsibility for maintaining a clean site with paved areas that are free of debris and obstructions. The building will be constructed with high quality and durable materials to insure that the facility maintains a "like new" appearance for the foreseeable future. (2) Surface parking lots (a) Site and landscape design for parking lots are subject to the requirements of Chapter 19.125 FWRC. Response: A Preliminary Landscape Plan has been included as part of this submittal. The site landscaping has been designed to comply with the City's minimum landscape standards per FWRC 19.125. The project includes Type III landscaping along all property lines including both street frontages. Landscaping is also provided at the ends of each parking row. The City requires 20 square feet of landscaping per parking space, resulting in an overall requirement of 1,122 square feet of interior landscaping for the 14 proposed public parking spaces. The Preliminary Landscape Plan depicts approximately 5 feet of the street and internal lot lines, parking lot landscaping will be designed to achieve 20 square feet per stall, and a minimum area of sixty-four square feet and a minimum width of six feet, all of, which exceeds the City's minimum requirements per FWRC 19.125. (b) Vehicle turning movements shall be minimized. Parking aisles without loop access are discouraged. Parking and vehicle circulation areas shall be clearly delineated using directional signage. Response: The public portion of the project will not provide any dead end aisles that would require additional turning movements. The parking aisle will be striped to direct vehicles through the site. The solid waste provided for the site has been consulted and has approved the location and turning movements associated with the trash enclosure. (c) Driveways shall be located to be visible from the right-of-way but not impede pedestrian circulation on -site or to adjoining properties. Driveways should be shared with adjacent properties to minimize the number of driveways and curb cuts. Response: The project will provide two (2) on -site right-in/right-out (RIRO) access driveways consisting of one (1) that connects to 16th Avenue South and one (1) that connects to South 348th Street. The project will not provide any cross -access with any adjacent properties. All driveways will be clearly visible from the right-of-way and will not impede pedestrian circulation. (d) Multi -tenant developments with large surface parking lots adjacent to a right-of-way are encouraged to incorporate retail pads against the right-of-way to help break up the large areas of pavement. Response: The project does not propose multi -tenant development. -3- (e) See FWRC 19.115.090 for supplemental guidelines. Response: See below for responses to district guidelines. (3) Parking structures (includes parking floors located within commercial buildings) (a) The bulk (or mass) of a parking structure as seen from the right-of-way should be minimized by placing its shop` dimension along the street edge. The parking structure should include active uses such as retail, offices or other commercial uses at the ground level and/or along the street frontage. Response: Not applicable. The project does not propose any parking structures. (b) Parking structures which are part of new development shall be architecturally consistent with exterior architectural elements of the primary structure, including rooflines, facade design, and finish materials. Response: Not applicable. The project does not propose any parking structures. (c) Parking structures should incorporate methods of articulation and accessory elements, pursuant to FWRC 19.115.060(3)(b), on facades located above ground level. Response: Not applicable. The project does not propose any parking structures. (d) Buildings built over parking should not appear to "float" over the parking area, but should be linked with ground level uses or screening. Parking at grade under a building is discouraged unless the parking area is completely enclosed within the building or wholly screened with walls and/or landscaped berms. Response: Not applicable. The project does not propose any parking structures. (e) Top deck lighting on multi -level parking structures shall be architecturally integrated with the building, and screened to control impacts to off -site uses. Exposed fluorescent light fixtures are not permitted. Response: Not applicable. The project does not propose any parking structures. (t) Parking structures and vehicle entrances should be designed to minimize views into the garage interior from surrounding streets. Methods to help minimize such views may include, but are not limited to, landscaping, planters, and decorative grilles and screens. Response: Not applicable. The project does not propose any parking structures. (g) Security grilles for parking structures shall be architecturally consistent with and integrated with the overall design. Chain -link fencing is not permitted for garage security fencing. Response: Not applicable. The project does not propose any parking structures. (h) See FWRC 19.115.090(3)(d) for supplemental guidelines. Response: See below for responses to district guidelines. -4- (4) Pedestrian circulation and public places. (a) Primary entrances to buildings, except for zero lot line townhouse development and attached dwelling units oriented around an internal courtyard, should be clearly visible or recognizable from the right-of-way. Pedestrian pathways from rights -of -way and bus stops to primary entrances, from parking lots to primary entrances, and pedestrian areas, shall be accessible and should be clearly delineated. Response: The store entrance will be located at the southeast corner of the building and will be oriented to face the intersection of South 348th Street and 16th Avenue South. This location will allow the entrance to be clearly visible from the both right-of-ways. A pedestrian pathway located on the east -central side of the lot will also be clearly recognizable in order to allow pedestrians to access the store entrance from the adjacent right-of-way and transit stop. (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. Response: The pedestrian pathway space will consist of stamped colored concrete. (c) Pedestrian connections should be provided between properties to establish pedestrian links to adjacent buildings, parking, pedestrian areas and public rights -of -way. Response: The project will not provide any access to adjacent properties. (d) Bicycle racks should be provided for all commercial developments. Response: The Jacksons Food Store will provide bicycle racks and parking near the front of the store entrance. (e) Outdoor furniture, fixtures, and streetscape elements, such as lighting, freestanding signs, trellises, arbors, raised planters, benches and other forms of seating, trash receptacles, bus stops, phone booths, fencing, etc., should be incorporated into the site design. Response: The project will include several streetscape elements including exterior lighting, monument signage, and trash receptacles. Trash receptacles will be provided within the plaza space located along 16th Avenue South and under the fueling canopy. Monument signage will be located near proposed driveways. Exterior lighting will be provided throughout the site, including pedestrian scaled lighting within the plaza area. (0 See FWRC 19.115.090 for supplemental guidelines. Response: See below for responses to district guidelines. (5) Landscaping: Refer to Chapter 19.125 FWRC for specific landscaping requirements and for definitions of landscaping types referenced throughout this chapter. Response: A Preliminary Landscape Plan has been included as part of this submittal. The site landscaping has been designed to comply with the City's minimum landscape standards per FWRC 19.125. The project includes Type III landscaping along all property lines including both street frontages. Landscaping is also provided at the ends of each parking row. The City requires 20 square of landscaping per parking space, resulting in an overall requirement of I&M 1,122 square feet of interior landscaping for the 14 proposed public parking spaces. Of the 14 parking stalls, five parking stalls are located on the south side of the Jacksons Food Store building, one of which is designated as handicap -assessable. The other eight parking stalls are located at the east side of the Jacksons Food Store Building. Planting strips are located between each parking stall area. Four parking stalls are provided at the rear of the Jacksons Food Store Building on its west side for employees. The Preliminary Landscape Plan depicts approximately 2,169 square feet of interior landscaping for the site, which exceeds the City's minimum requirements per FWRC 19.125. (6) Commercial service and institutional facilities. Refer to FWRC 19.125.150 and 19.125.040 for requirements related to garbage and recycling receptacles, placement and screening. (a) Commercial services relating to loading, storage, trash and recycling should be located in such a manner as to optimize public circulation and minimize visibility into such facilities. Service yards shall comply with the following. (i.) Service yards and loading areas shall be designed and located for easy access by service vehicles and tenants and shall not displace required landscaping, impede other site uses, or create a nuisance for adjacent property owners. (ii.) Trash and recycling receptacles shall include covers to prevent odor and wind-blown litter. (iii.) Service yard walls, enclosures, and similar accessory site elements shall be consistent with the primary building(s) relative to architecture, materials and colors. (iv.) Chain -link fencing shall not be used where visible from public streets, on -site major drive aisles, adjacent residential uses, or pedestrian areas. Barbed or razor wire shall not be used. Response: The project will comply with the above criteria for commercial service areas. The loading area for the Jacksons Food Store will be located to the rear of the convenience store and at the accessory storage building. This location will allow the loading truck to quickly and efficiently unload merchandise. The trash enclosure will be located near the north property line in the rear of the facility. The trash enclosure is angled in such a way to allow service vehicles to collect trash while not impeding on - site vehicle circulation along the primary drive aisle. The trash enclosure walls will be designed to effectively screen the garbage dumpsters from the right-of-way with materials and colors that are architecturally consistent with the Jacksons Food store. The solid waste hauler has reviewed and approved the trash enclosure location. All on -site trash receptacles will provide covers to prevent odor and wind-blown litter. The project does not propose visible chain -link fencing at this time. (b) Site utilities shall comply with the following: (i.) Building utility equipment such as electrical panels and junction boxes should be located in an interior utility room. (ii.) Site utilities including transformers, fire standpipes and engineered retention ponds (except biofiltration swales) should not be the dominant element of the front landscape area. When these must be located in a front yard, they shall be either undergrounded or screened by walls and/or Type 1 landscaping, and shall not obstruct views of tenant common spaces, public open spaces, monument signs, and/or driveways. Response: The Jacksons Food Store will provide an interior equipment room, and site utilities will not be a dominant element of the front landscape area. (7) Miscellaneous site elements. (a) Lighting shall comply with the following: (i.) Lighting levels shall not spill onto adjacent properties pursuant to FWRC 19.105.030(3). (ii.) Lighting shall be provided in all loading, storage, and circulation areas, but shall incorporate cut-off shields to prevent off -site glare. (iii.) Lighting standards shall not reduce the amount of landscaping required for the project by Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping. Response: Onsite lighting will comply with the City's lighting requirements and will not spill over onto adjacent parcels. Please refer to the enclosed Photometric Site Plan for details on exterior lighting. (b) Drive -through facilities, such as banks, cleaners, fast food, drug stores and service stations, etc., shall comply with the following: (i.) Drive -through windows and stacking lanes are not encouraged along facades of buildings that face a right-of-way. If they are permitted in such a location, then they shall be visually screened from such street by Type 111 landscaping and/or architectural element, or combination thereof, provided, such elements reflect the primary building and provide appropriate screening. (ii.) The stacking lane shall be physically separated from the parking lot sidewalk, and pedestrian areas by Type Ill landscaping and/or architectural element, or combination thereof, provided, such elements reflect the primary building and provide appropriate separation. Painted lanes are not sufficient. (iii.) Drive -through speakers shall not be audible off -site. (iv.) A bypass/escape lane is recommended for all drive -through facilities. (v.) See FWRC 19.115.090(4) for supplemental guidelines. Response: Not applicable. The project does not propose a drive through facility FWRC 19.115-064_Building Design -- All zoning districts Provide a written response that specifies how your proLect meets the following criteria: (1) General Criteria (a) Emphasize, rather than obscure, natural topography. Buildings should be designed to "step up" or "step down" hillsides to accommodate significant changes in elevation, unless this provision is precluded by other site elements such as stormwater design, optimal traffic circulation, or the proposed function or use of the site. See FWRC 19.120.110 for related standards for development on sites with slopes of 15 percent or greater. (b) Building siting or massing shall preserve public viewpoints as designated by the comprehensive plan or other adopted plans or policies. -7- (c) Materials and design features of fences and walls should reflect that of the primary building(s) and shall also meet the applicable requirements of FWRC 19.120.120, Rockeries and retaining walls. Response: The subject property does not contain any major grade changes that would require the building to "step up" or "step down" to accommodate significant changes in elevation. The project does not propose any new fences or retaining walls. (2) Building facade modulation and screening options, defined. Except for zero lot line townhouse development and attached dwelling units, all building facades that are both longer than 60 feet and are visible from either a right-of-way or residential use or zone shall incorporate facade treatment according to this section. Subject facades shall incorporate at least two of the four options described herein; except, however, facades that are solidly screened by Type I landscaping, pursuant to Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, may use facade modulation as the sole option under this section. Options used under this section shall be incorporated along the entire length of the facade, in any approved combination. Options used must meet the dimensional standards as specified herein; except, however, if more than two are used, dimensional requirements for each option will be determined on a case -by -case basis; provided, that the gross area of a pedestrian plaza may not be less than the specified minimum of 200 square feet. See FWRC 19.115.090(3) for guidelines pertaining to city center core and city center frame. (a) Facade modulation. Minimum depth: two feet; minimum width: six feet maximum width: 60 feet. Alternative methods to shape a building, such as angled or curved facade elements, off- set planes, wing walls and terracing, will be considered; provided, that the intent of this section is met. (b) Landscape screening. Eight -foot -wide Type 11 landscape screening along the base of the facade, except Type IV may be used in place of Type 11 for facades that are comprised of 50 percent or more window area, and around building entrance(s). For building facades that are located adjacent to a property line, some or all of the underlying buffer width required by Chapter19.125 FWRC, Outdoors, Yards, and Landscaping, may be considered in meeting the landscape width requirement of this section. (c) Canopy or arcade. As a modulation option, canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length: 50 percent of the length of the facade using this option. (d) Pedestrian plaza. Size of plaza: Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. The plaza should be clearly visible and accessible from the adjacent right-of-way. Response: The two methods selected for the project include facade modulation and the use of canopies on the building fagade. No facade on the Jacksons Food Store building exceeds 60 feet without being modulated. As an additional modulation option, the Jacksons Food Store building will have a canopy that extends over the large windows on both street facing facades. The length of the canopy facing 16th Avenue South exceeds the 50 percent of the length of the street facing fagade of the Jacksons Food Store building, at approximately 72 percent. The length of the canopy facing South 348th Street exceeds the minimum 50 percent length of the Jacksons Food Store Building street facing fagade, at approximately 60 percent. (3) Building articulation and scale. (a) Except for zero lot line townhouse development and attached dwelling units, building facades visible from rights -of -way and other public areas should incorporate methods of articulation and accessory elements in the overall architectural design, as described in subsection (3)(b) of this section. (b) Methods to articulate blank walls: Following is a nonexclusive list of methods to articulate blank walls, pursuant to FWRC19.125.040(21) and subsection (3)(a) of this section: (i.) Showcase, display, recessed windows; (ii.) (iii.) Window openings with visible trim material, or painted detailing that resembles trim; (iv.) (v.) Vertical trellis(es) in front of the wall with climbing vines or similar planting; (vi.) Set the wall back and provide a landscaped or raised planter bed in front of the wall, with plant material that will obscure or screen the wall's surface; (vii.) Artwork such as mosaics, murals, decorative masonry or metal patterns or grillwork, sculptures, relief, etc., over a substantial portion of the blank wall surface. (The Federal Way arts commission may be used as an advisory body at the discretion of the planning stafo; (viii.) Architectural features such as setbacks, indentations, overhangs, projections, articulated cornices, bays, reveals, canopies, and awnings; (ix.) Material variations such as colors, brick or metal banding, or textural changes; and (x.) Landscaped public plaza(s) with space for vendor carts, concerts and other pedestrian activities. Response: The Jacksons Food Store building will utilize several of the above articulation elements including window openings with trim, overhangs, canopies, material variations, and roof modulations. An overhang is provided that extends over the Jacksons Food Store entrance. Canopies are provided that extend over the store windows. The Jacksons Food Store will utilize a variation of building materials that articulate the walls including cultured stone veneer columns to break up the EIFS. The Jacksons Food Store Building also contains a zero curb entry. (c) See FWRC 19.115.090(3) for supplemental guidelines. Response: See below for responses to district guidelines. FWRC 19.115.070 Building and pedestrian orientation — All zoning districts Provide a written response that specifies how your project meets the following criteria: (1) Building and pedestrian orientation, for all buildings except zero lot line townhouse development and attached dwelling units. (a) Buildings should generally be oriented to rights -of -way, as more particularly described in FWRC 19.115.090. Features such as entries, lobbies, and display windows should be oriented to the right-of-way; otherwise, screening or art features such as trellises, artwork, murals, landscaping, or combinations thereof should be incorporated into the street -oriented (b) Plazas, public open spaces and entries should be located at street corners to optimize pedestrian access and use. (c) All buildings adjacent to the street should provide visual access from the street into human services and activities within the building, if applicable. (d) Multiple buildings on the same site should incorporate public spaces (formal or informal). These should be integrated by elements such as plazas, walkways, and landscaping along pedestrian pathways, to provide a clear view to destinations, and to create a unified, campus - like development. Response: The Jacksons Food Store building entrance will be oriented to face both street frontages. The street facing facades will feature canopies and windows that are clearly visible from the right-of-way. A pedestrian pathway will connect the entrance to the right-of- way. FWRC 19.115.090 District guideline Provide a written response that specifies how your proiect meets the following criteria: (1) Professional office (PO), neighborhood business (BN), and community business (BC) (a) Surface parking may be located behind the building, to the side(s) of the building, or adjacent to the right-of-way,- provided, however, that parking located adjacent to the right-of-way maximizes pedestrian access and circulation pursuant to FWRC19.115.050(4). (b) Entrance facades shall front on, face, or be clearly recognizable from the right-of-way; and shall incorporate windows and other methods of articulation. (c) Building entrances shall be architecturally emphasized and shall incorporate transparent glass. (d) Ground floor entrances to retail sales or services shall incorporate plaza features or furnishings, and/or streetscape amenities, in a context -sensitive amount and combination, considering the scale of the retail use(s) and entrance(s) to the overall building or development, and the proximity and access to other existing plaza or streetscape features. (e) Ground -level mirrored or reflective glass is not allowed adjacent to a public right-of-way or pedestrian area. (t) If utilized, chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping as defined by Chapter 19.125 FWRC, shall utilize vinyl - coated mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps and/or decorative grid pattern. Response: The project is located in the Commercial Enterprise zone; therefore this section does not apply. Comprehensive Plan - Twin Lakes Commercial District Subarea Plan Provide a written response that specifies how your project meets the following criteria: (1) TLSAP8 - Improve safety and access to buildings and surrounding site area. -10- (a) Use existing CPTED principles to specifically identify and address safety issues in the subarea. (b) Place a special emphasis on building entries, as well as rear/service areas of buildings, with regard to external lighting, and in accordance with existing design guidelines set forth by the city. (c) Access points and driveways for neighborhood retail, including grocery stores, should accommodate the safe and efficient movement of pedestrians and bicycles throughout parking areas and the site area in general. (d) Promote visual access to the street from ground floor retail uses and to pedestrian entrances and pedestrian -level display windows in order to promote "eyes on the street. " Response: The project does not appear to be within the Twin Lakes Commercial District, yet a separate CPTED checklist has been provided as part of this submittal. The project is designed to meet all applicable design guidelines for building entries, lighting, and access. The Jacksons Food Store building and adjacent parking areas will be clearly visible from the street. Parking areas will feature exterior lighting, and the building will provide large transparent glass windows along the street facing facades. A separate pedestrian pathway will allow for safe pedestrian access to the site. (2) TLSAP9 — Promote the development of gathering spaces, with special attention to outdoor areas. (a) Promote outdoor patios or plazas adjacent to and/or accessible from pedestrian rights -of -way in new development or redevelopment. Also, work actively with current commercial property owners to encourage implementation of building/pedestrian orientation and landscaping elements of the community design guidelines within existing developments. (b) Promote gathering areas, site improvements, and placemaking projects that can actively utilize community resources to create these spaces. For example: benches, pocket parks/plazas integrated into the landscape and built environment, bus shelters, or community -based "intersection repair" projects. (c) Identify areas of opportunity for outdoor patios and other similar types of spaces that could be complementary to new or existing businesses —for example, restaurants, cafes, or grocery stores —and enhance the public realm. Response: Not applicable. The project does not appear to be within the Twin Lakes Commercial District. - 11 - „f Project Narrative Jacksons Food Store No. 636 1520 South 348' Street, Federal Way, WA 98003 Our Job No. 17764 RECEIVED Assessor Map: Tax Lot Numbers Procedure: Zoning District: Comprehensive Plan: Site Size: Address: Location: Project Description October 12, 2017 SE-20-21 N-04E 889700-0115 and 889700-0095 Process III Site Plan and Design Review Commercial Enterprise Commercial 1.05± acres OCT 252017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 1520 South 348th Street and 34713 16th Avenue South NWC - 16th Avenue South and South 348th Street The project proposes to redevelop the subject parcels with a new 3,812-square-foot convenience store, a new 1,910-square-foot accessory storage building, a new 3,486 square - foot fueling facility canopy with six (6) multi -product dispensers (MPDs) (12 vehicle fueling positions), a new trash enclosure, one (1) new 20,000-gallon underground storage tank (UST), one (1) new 20,000-gallon split UST, 18 new parking stalls, and associated site improvements. The project also includes the redevelopment of existing right-in/right-out driveways, the locations of which were approved under Federal Way Permit No. 17-100968-00-Sm. The project will demolish the existing 2,007-square-foot convenience store, 976-square-foot carwash, 3,202-square-foot auto repair structure, and 1,272-square-foot fueling canopy with 4 MPDs (8 vehicle fueling positions) to accommodate the project. The four (4) existing 10,000- gallon USTs will also be removed. Site Description The site is located at the northwest corner of the 16' Avenue South and South 348th Street. The project site is comprised of two (2) parcels that are both developed. The northern parcel contains an existing an existing auto repair/parts store. The south parcel is developed with a Shell gas station with four (4) MDPs covered by a 1,272-square-foot fueling canopy, a 2,007 square -foot Jackson's convenience store, a 976-square-foot carwash and four (4) existing 10,000-gallon USTs. The site also contains a row of Evergreen trees along the west property line. Surrounding the site is Greg's Japanese Auto to the west, an auto repair shop to the north, and casual dining/quick serve restaurants to the east and south. Fronting the property are 16th Avenue South, a principal arterial designated street, and South 348th Street (aka SR-18), a state highway also designated as a principal arterial. All of the existing driveways are right-in/right-out only due to median and/or curb that prevents left turns. Zoning and Building Codes The site is zoned Commercial Enterprise (CE) with a Comprehensive Plan designation of Commercial We understand that the required bulk regulations are as follows: Front Setback: 20 feet Side Street Setback: 15 feet Interior Yard Setback: 15 feet Minimum Fuel Canopy Setback 20 feet Minimum Pump Island Setback: 20 feet Maximum Building Height: 40 feet Maximum Lot Coverage: N/A Maximum Impervious Coverage: N/A Maximum Fence Height in Setback: 6 feet Minimum Retaining Wall Setback at Street: 3 feet The project is consistent with the required bulk regulations. Landscaping Landscaping with irrigation will be provided in the parking lot and around the perimeter of the site. The project also includes the retention of a number of existing trees within the perimeter landscape areas. The project proposes Type III landscaping is provided around the exterior five (5) feet of the street and internal lot lines. Parking lot landscaping is designed to achieve twenty (20) square feet per stall. Landscaping is provided at the ends of all parking rows, with a minimum area of sixty-four (64) square feet and minimum width of six (6) feet. Parking Parking is required at the ratio of one (1) stall per 300 square feet of gross floor area, resulting in a requirement of fourteen (14) parking stalls. As designed, the project appears to be compliant with parking requirements. Parking stalls have minimum dimensions of 9 by 18 feet for standard stalls. Two-way drive aisles are designed to exceed the minimum of twenty-four (24) feet wide in the parking areas. Bicycle parking is provided at the front of the store. - 2 - Signs Based on King County Assessor's Parcel Maps, the two subject parcels have a total street frontage of 387.2 feet, including 237.2 feet on 16th Avenue South and 150 feet on South 348th Street. We understand that the site would be allowed one (1) freestanding "medium profile sign" (pedestal or monument) per street frontage. The maximum allowed sign height is 0.75 feet per 10 lineal feet of street frontage with a maximum height of twelve (12) feet. Maximum total area allowed per sign is one (1) square foot per one (1) lineal foot of street frontage, with a maximum of eighty (80) square feet. Setbacks for signs are a minimum of three (3) feet. Building mounted signs (wall or canopy mount) are allowed; however, no projection above the roofline is allowed. The total sign area of building -mounted signs shall not exceed seven percent (7%) of the exposed building face to which it is attached; provided, however, that no individual sign shall exceed a sign area of two hundred forty (240) square feet, and every applicant is entitled to a minimum sign area of thirty (30) square feet. Access/Roads We understand that both 16th Avenue South and South 348th Street are classified as Principal Arterials. South 348th Street is also a state highway (SR 18). According to King County Assessor's maps, the right-of-way width of 16th Avenue South is 88 to100 feet in width and the right of way width of South 348th Street is 170 feet along the project frontage. The project includes the redevelopment of existing right-in/right-out driveways with an overall reduction of the existing driveways. The project frontage and road width on 16th Avenue South will also be improved with this project. The frontage improvements, including driveway locations, were approved under Federal Way Permit No. 17-100968-00-Sm. Utilities All utilities are available at the site. Lakehaven Water and Sewer District is the water and sewer provider for the site. Certificates of Water and Sewer Availability are provided. Requirements to provide an additional fire hydrant, as indicated in the pre -application comment letter, will be coordinated through the site development process. Phasing The project will be initiated once all permits are issued. The project be completed in a single phase. -3- cw -a w� 7 Jacksons December 27, 2016 RECEIVE® OCT 2 5 2017 CITY OF FEDERAL WAY COMMUNn DEVELOPMENT Subject: Barghausen Consulting Engineers, Inc., Predevelopment and Entitlements representative for the Jacksons Food Stores Oregon and Washington To Whom It May Concern: Barghausen Consulting Engineers, Inc. located at 18215 72"d Ave South Kent, WA 98032 has been retained by Jacksons Food Stores, Inc. (and PacWest Energy, LLC dba Jacksons Food Stores) as a consultant and representative for the purpose of designing, and obtaining all necessary permits for reimaging, remodeling, and construction of our convenience stores and fueling centers for calendar year 2017. Their employees and agents are authorized to conduct meetings, submit applications, and process related documents and submittals necessary to facilitate this process. If you have any questions, concerns, or you require additional information, please feel free to contact me via any of the methods listed below. Best Regards, Jack Davis Vice President of Facilities Jacksons Food Stores, Inc. 3450 E. Commercial Court Meridian, ID 83642 jack.davis@jacksons.com Office: 208.888.6061 Cell: 208.841.0496 •1'11111I II irl ',41 �•'° a\1RNET ''•. ••� Vey *006,4 T �0i so It Z : '4 N Y . p :U f :O: o h a' Y +� a•pada.aaa�a � '4�w +''A'•. STATE 0�.��ti. ttttsItrfffff.° 40k CITY OF 40'::tS;P Federal Way RECEIVEI)MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT OCT 2 5 2017 33325 8`h Avenue South Federal Way, WA 98003-6325 CITY OF FEDEPAL WAY 253-835-2607, Fax 253-835-2609 COMMUNITY DEVELOPMENT www.cityof'federalway.com APPLICATION NO(S) Date October 20, 2017 Project Name Jacksons Food Store No. 636 Property Address/Location 1520 South 348th Street and 34713 16th Avenue South Parcel Number(s) 889700-0015 and 889700-0095 The project proposes to redevelop the subject parcels with a new 3,812-square-foot convenience store, a new Project Description 1,910-square-foot accessory storage building, a new 3,486 square -foot fueling facility canopy with six (6) multi -product dispensers (MPDs) (12 vehicle fueling positions), a new trash enclosure, one (1) new 20,000-gallon underground storage tank (UST), one (1) new 20,000-gallon split UST, 18 new parking stalls, and associated site and access improvements. Existing site structures will be removed. Please see the Project Narrative included with this application PLEASE PRINT for more information. 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) Process II (Site Plan Review) X Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI X SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CE Zoning Designation Commercial Comprehensive Plan Designation +/- $590,300 Value of Existing Improvements +/- $980,000 Value of Proposed Improvements International Building Code (IBC): M VB (store) 1113 (canopy) Occupancy Type Construction Type Applicant Name: Matt Cyr - Barghausen Consulting Engineers, Inc. Address:18215 72nd Ave. S. City/State: Kent, WA Zip: 98032 Phone: (425) 251-6622 Ext. 7437 Fax: (425) 251-8782 Email: mcy�rha.com Signature: Agent (if different than Applicant) Name: Same as Applicant Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: PacWest Energy, LLC dba Jacksons Food Store Address: 3450 East Commercial Court City/State: Meridian, ID Zip: 83642 Phone: (208) 841-0496 Fax: Email: jack.davis@jack ons.com Signature for Jack Davis Bulletin #003 — January 1, 2011 Page I of 1 k:\Handouts\Master Land Use Application A CIVIL ENGINEERING, LAND PLANNING, SURVEYING RECEIVED October 20, 2017 OCT 2 5 2017 HAND DELIVERED (253) 512-2261 CITY OF FEDERAL WAY COMMUNITY DEVELOPMEM' Ms. L. Willoughby -Oakes Associate Planner City of Federal Way Planning Division 33325 - 8th Avenue South Federal Way, WA 98003 RE: Use Process III Master Land Use Application Jacksons Food Store 1520 South 348th Street, Federal Way, Washington 98003 Jacksons Food Store No. 636 / Our Job No. 17764 Dear Ms. Willoughby -Oakes: On behalf of PacWest Energy, LLC d.b.a. Jacksons Food Stores, Inc., Barghausen Consulting Engineers, Inc. respectfully requests that the City of Federal Way initiate review of the enclosed Master Land Use Application for the project referenced above. Application components adhere to submittal requirements outlined for Use Process III and Pre -Application Conference Summary dated January 17, 2017 (File No. 16-105763-00-PC). Enclosed are the following documents and plans for your review and routing: 1. One (1) completed Master Land Use Application with owner's signature 2. Three (3) Barghausen checks enclosed: one (1) check for SEPA, one (1) check for Land Use Process III, and one (1) check for Traffic Concurrency 3. One (1) copy of the Traffic Concurrency Application 4. One (1) copy each of the summary letter and checklist from the Pre -Application Conference 5. One (1) copy of the Jacksons Predevelopment and Entitlements Representative (Agent Authorization) form 6. Two (2) copies of the current tile report for the subject property 7. Two (2) copies of current letters of water and sewer availability 8. Eight (8) copies of site photographs from each compass point (north, east, south, and west) referenced on the site plan 9. Eight (8) copies of the completed, signed, and dated SEPA checklist 10. Eight (8) copies of the Topographic Survey 11. Eight (8) copies of the Site Plan 12. Eight (8) copies of the Preliminary Drainage, Grading, and Right -of -Way Plan 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • KLAMATH FALLS, OR • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com I Ms. L. Willoughby -Oakes Associate Planner City of Federal Way Planning Division - 2 - 13. Eight (8) copies of the Preliminary Landscape Plan 14. Eight (8) copies of the Building Elevations/Design Intent Markup 15. Eight (8) copies of the Clearing and Grading Plan 16. Eight (8) copies of the TreeNegetation Retention Plan 17. Four (4) copies of the Level One Downstream Storm Drainage Analysis October 20, 2017 18. Four (4) copies of the Preliminary Technical Information Report — addressing relevance of the eight (8) Core and five (5) Special Requirements of the KCSWDM 19. Four (4) copies of the Trip Generation Analysis 20. Four (4) copies of the Lighting Plan 21. Four (4) copies of the Crime Prevention Through Environmental Design (CPTED) Checklist 22. Four (4) copies of the Critical Aquifer Recharge Area — Hazardous Materials Inventory Statement 23. Four (4) copies of documents pertaining to design and siting of the proposed development (includes cross sections) 24. Four (4) copies of document providing specific information to determine compliance with City goals, policies, and regulations (Written Criteria) Please note that a Public Works Variance (Permit No. 17-100968-00-Sm) associated with the project was approved on September 13, 2017. It is our understanding that the enclosed items comprise a complete application for review and processing. If you have any questions regarding the plans during your review, please contact me at (425)251-6222 Ext. 7437 or mcyr@barghausen.com. Thank you. Sincerely, Matt Cyr, LEED AP Project Planner MC/dm 17764c.006.doc enc: As Noted cc: Mr. Jack Davis, Jacksons Food Store, Inc. Mr. Scott Stom, Jacksons Food Store, Inc. Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Ms. Caryl Pinner, Barghausen Consulting Engineers, Inc. Mr. Chris Jensen, Barghausen Consulting Engineers, Inc. Mr. Tyler Wedrosky, Barghausen Consulting Engineers, Inc. SUBDIVISION 1 Guarantee/Certificate Number: Issued By: 0083437-06 CHICAGO TITLE INSURANCE COMPANY Update Second Subdivision Guarantee CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES Barghausen Consulting Engineers, Inc. herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Company of Washington 4717 South 19th Street, Suite 101 Tacoma, WA 98405 __j Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: President XL, Secretary Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:52 PM Page 1 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 GUARANTEE/CERTIFICATE NO. 0083437-06 CHICAGO TITLE INSURANCE COMPANY UPDATE Second Subdivision Guarantee Email ISSUING OFFICE. Title Officer: Tacoma Commercial Unit Chicago Title Company of Washington 4717 South 19th Street, Suite 101 Tacoma, WA 98405 Main Phone: (253)671-6623 CTIPierceCountyCommercialTitle a@ct SCHEDULE A Liability Premium Tax $1,000.00 $350.00 $35.35 Effective Date: October 10, 2017 at 08:00 AM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Pacwest Energy, LLC, a Delaware Limited Liability Company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:52 PM Page 2 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 EXHIBIT "A" Legal Description The East 62.85 feet of Lot 21 and all of Lot 22, Vick Addition, according to the plat thereof recorded in volume 45 of plats, page 27, in King County, Washington; EXCEPT the Easterly 12 feet of said Lot 22; Together with a common use easement for ingress and egress described as follows: Beginning at the Southwest corner of the hereinabove described tract and running thence West in•a projection of the South line of said Tract A distance of 25 feet; Thence Northeasterly to a point on the West line of the hereinabove described tract which lies 25 feet North of the point of beginning; Thence South along said West line 25 feet to the point of beginning. Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:53 PM Page 3 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 CHICAGO TITLE INSURANCE COMPANY +llenI =11114 =1 1 GENERAL EXCEPTIONS GUARANTEE/CERTIFICATE NO. 0083437-06 UPDATE Second Subdivision Guarantee H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:53 PM Page 4 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 7 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) SPECIAL EXCEPTIONS GUARANTEE/CERTIFICATE NO. 0083437-06 UPDATE Second Subdivision Guarantee Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: King County Water District No. 100 Purpose: Pipelines and facilities Recording Date: May 7, 1958 Recordinq No.: 4899141 Affects: The description contained therein is not sufficient to determine its exact location within the property herein described 2. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company, a Washington corporation Purpose: Electric Transmission and/or distribution system together with all necessary or convenient appurtenances Recording Date: May 10, 1985 Recording No.: 8505100840 Affects: The South 10 feet of the West 10 feet of said premises Contains covenant prohibiting structures over said easement or other activities which might endanger the underground system 3. Easement condemned in King County Superior Court and the terms and conditions thereof In Favor of: City of Federal Way Purpose: Right of way for overhead utilities and utility poles Affects: Easterly portion of said premises Cause No.: 91-2-13980-6 4. Reservations and recitals contained in the Deed as set forth below: Grantor: Texaco Refining and Marketing, Inc., a Delaware corporation Recording Date: June 27, 2000 Recording No.: 20000627001737 Said document provides for, among other things, the following: Said deed includes, among other conditions, the following: .."The grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the property for exploration and producing purposes..." 5. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on Plat of Vick Addition: Recording No: Volume 45 of plats, page 27 SubdivisJon Guarantee[Certificate Printed: 10.13.17 @ 03:53 PM Page 5 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 GUARANTEE/CERTIFICATE NO. 0083437-06 CHICAGO TITLE INSURANCE COMPANY UPDATE Second Subdivision Guarantee SCHEDULE B (continued) 6. Right to make necessary slopes for cuts or fills upon property herein described as granted or reserved in deed 7 91 Q 10 11 In favor of: King County Recording Date: April 9, 1968 Recording No.: 6330339 Any rights, interests, or claims which may exist or arise by reason of the following matters disclosed by survey done by Terramark for the Matthews Company dated April 7, 2009, under Job N. 32664: A. Chain link fence appurtenant to the Northerly adjoining property encroaches onto said premises up to a distance of 0.1 feet Note: Chain link fence appurtenant to the Westerly adjoining property does not encroach onto said premises but is located less than one foot West of the East boundary line thereof and does not precisely represent the location of the common boundary between the properties. B. Asphalt, curbing and planting areas appurtenant to said premises extend into the adjoining public rights of way of 16th Avenue South and 348th Street South. Covenants, conditions and restrictions contained in deed from Equilon Enterprises, LLC, a Delaware limited liability company Recording Date: December 21, 2009 Recording No.: 20091221000384 Covenants, conditions and restrictions contained in deed from Jacksons Food Stores, Inc., a Nevada corporation Recording Date: December 21, 2009 Recording No.: 200.91221000386 Access agreement and the terms and conditions thereof Between: Equilon Enterprises, LLC, a Delaware limited liability company And: Jacksons Food Stores, Inc., a Nevada corporation Recording Date: December 21, 2009 Recording No.: 20091221000385 General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2017 Tax Account No.: 889700-0115-01 Levy Code: 1205 Assessed Value -Land: $474,400.00 Assessed Value -Improvements: $573,900.00 General and Special Taxes: Billed: $15,392.74 Paid: $7,696.37 Unpaid: $7,696.37 Subdivision Guarantee/Certificate Printed: 10.13.17 @ 03:53 PM Page 6 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 GUARANTEE/CERTIFICATE NO. 0083437-06 CHICAGO TITLE INSURANCE COMPANY UPDATE Second Subdivision Guarantee SCHEDULE B (continued) Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Portion Lot 21 & all Lot 22, Vick Addition Tax Account No.: 889700-0115-01 The legal description in this certificate is based on information provided with the application and the Public Records. All parties must notify the Title Insurance Company if the description does not conform to their expectations END OF SCHEDULE B Subdivision Guarantee/Cerlirrcate Printed: 10.13.17 C 03:53 PM Page 7 WA-CT-FNSE-02150.620753-SPS-1-17-0083437-06 After Recording Return To: PacWest Energy, LLC 3450 Commercial Court Meridian, Idaho 83642 I� 1 091221000386 GHICAGO TITLE o 72.00 PAGE-00t OF 01L KING COUNTY, 20091221000386.001 This Instrument Was Prepared By: E4�31? Beverly J. Mug12/21/2009 10:27 as Agent for EQUILON ENTERPRISES LLC KING COUNTY, WA 2400 Two Houston Center SALE $10.00 909 Fannin Street $0.00 PAGE -eel OF 001 Houston, TX 77010 Abbreviated Legal Description: Portion of Lots 21 & 22, Volume 45 of Plats, Page 27 Tax Parcel ID No.: 889700-0115-01 BARGAIN AND SALE DEED THIS BARGAIN AND SALE DEED ("Deed"), dated to be effective December 8, 2009 ("Effective Date"), is by� and between JACKSONS FOOD STORES, INC., a Nevada4int4eik I' , wi�l7p[7 ccs at 3450 Commercial Court, Meridian, Idaho 83642 (herein called "Grantor"), and PACWEST ENERGY, LLC, a Delaware limited liability company with offices located at 3450 Commercial Court, Meridian, Idaho 83642 (herein called "Grantee"), pursuant to that certain Contribution and Sale Agreement, dated as of the 8th day of December, 2009 ("Agreement"), by and between Grantor and Grantee. WITNESSETH: For and in consideration of the sum of $1,017,503, and the mutual covenants set forth in the Agreement, the receipt and sufficiency of which are hereby acknowledged, Grantor does hereby GRANT, BARGAIN, SELL, CONVEY and RELEASE unto Grantee its successors and assigns forever, all of Grantor's right, title and interest, if any, in and to the Premises more particularly described in "Exhibit A" attached hereto and made a part hereof (the "Premises"), together with any buildings, fixtures and improvements owned by Grantor and located thereon. Together with all right, title and interest, if any, of Grantor in and to any streets and roads abutting the Premises to the center lines thereof, plus all the estate and rights of Grantor in and to any easements, rights, privileges, appurtenances and other hereditaments appurtenant to the Premises; Grantor expressly SAVES, RETAINS, RESERVES and EXCEPTS from this conveyance unto itself and its successors and assigns, all right, title and interest, if any, in and to any oil, gas, and other minerals (including, without limitation, helium, lignite, sulfur, phosphate and other solid, liquid and gaseous substances), regardless of the nature thereof and whether similar or dissimilar but only to the extent any of the foregoing is in its natural state and natural location and not subject to the dominion and control of any person, and, upon thirty (30) days prior Cost Cer,ler s 120698 C, '.2o T1T1_E I'a co Address 1520 3481h S , Federal Way, WA 20091221000386.002 written notice to Grantee, the right to explore for, develop and produce same, as well as the right to lease such portion of the Premises hereby reserved for such purposes, and all mineral and royalty rights whatsoever in, on, under and pertaining to the Premises; but Grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the Premises for exploration and producing purposes, except with respect to (i) current activities at and any existing contractual or leasehold rights granted to third parties and (ii) any additional activities which have been consented to in writing by Grantee, whose consent shall not be unreasonably withheld. Except as set forth in the preceding sentence, any oil and gas drilling operations, shall be conducted by means of wells, the surface locations of which are on other lands and which may be drilled into and bottomed in or under the Premises. Grantor shall exercise its rights under the foregoing mineral, oil and gas reservation so as not to disturb any improvements, installations, petroleum or other products contained in such improvements or installments or surface activities on the Premises. Grantor is to receive and retain all bonuses, rentals and royalties payable under any such mineral, oil and gas lease or leases. Grantor may assign, transfer, sell or convey such oil, gas and mineral reservation to any person, corporation, partnership or other entity. This conveyance is made by Grantor and accepted by Grantee SUBJECT TO all reservations, exceptions, restrictions, easements, encumbrances, rights of way, ad valorem taxes, zoning regulations, other matters of record as of the date of this Deed affecting same and the items set forth on "Exhibit B", to the extent that the same are currently valid and enforceable against the Premises. TO HAVE AND TO HOLD the Premises unto Grantee, its successors and assigns in fee simple forever; but: IN ADDITION TO THE FOREGOING, Grantor grants the Premises to Grantee subject to the following covenants and restrictions: 1. From and after the Effective Date until December 31, 2031, or a market withdrawal by Equilon Enterprises LLC ("Equilon") affecting the Premises, as defined by the Petroleum Marketing Practices Act, 15 U.S.C. § 2802(b)(2)(E), whichever is earlier ("Termination Date"), if motor fuel is stored, advertised or sold at or from the Premises, the motor fuel stored, advertised or sold shall be sold under the "Shell" trademark ("Brand Covenant"), all as more fully set forth in that certain Branding and Product Purchase Commitment Agreement dated as of the Effective Date, by and between Grantor and Grantee ("Br2ndine A reement"). The Brand Covenant shall expire automatically on the Termination Date without need for filing a release, or other action of either Grantor or Grantee. The Premises and every portion thereof shall be improved, held, used, occupied, leased, sold, hypothecated, encumbered and conveyed subject to the Brand Covenant. The Brand Covenant and the remedies for breach thereof, as provided in the Branding Agreement, shall run with the land, and pass with each and every portion of the Premises, and shall apply to and bind the respective successors, assigns and transferees and subsequent owners in interest thereof. The Brand Covenant is imposed upon the entire Premises. Breach of the Brand Covenant shall not divest Grantee or any successor or assign of Grantee from title to the Premises. 20091221000386.003 Grantee agrees to include the Brand Covenant in any conveyance or assignment of the Premises to a successor grantee prior to the Termination Date and, as a condition of any conveyance of the Premises, to require successor grantees to enter into an agreement assuming all obligations of Grantee under the Branding Agreement. 2. Unless the Premises is a "Released Premises", as defined in the Branding Agreement, until the Termination Date, Equilon and its successors and assigns retain a right of first refusal to purchase the Premises, pursuant to the terms of the Branding and Product Purchase Commitment Agreement dated as of the Effective Date ("Right of First Refusal"). The Right of First Refusal shall expire automatically on the Termination Date, without need for filing a release, or other action of either Grantor or Grantee. The terms of the Right of First Refusal are set forth on "Exhibit C". 3. Grantee has granted a right of access to Equilon pursuant to the terms of an Access Agreement dated as of the Effective Date, which is being recorded on the same day as this instrument. 4. Grantee covenants and agrees that: (a) No groundwater shall be taken for any use from the Premises, and Grantee further covenants and agrees that it shall not install, and shall prevent any subsequent purchaser or permitted assignee of the Premises from installing,- any well or other tank, pump or related equipment for the use or storage of potable water at the Premises. Nothing herein shall prevent the use or supply of any state, county, or municipal water used, applied or consumed at the Premises; (b) The Premises shall be used only for commercial uses, and Grantee further covenants and agrees that it shall not improve or use, and shall prohibit any subsequent purchaser or permitted assignee of the Premises from using or improving, the Premises for residential purposes (including multi -family residential uses), or for any hospital, elder care or day care center, or for a park or playground; (c) If contaminated soil is present under a structure or cap, Grantee shall not alter, modify, or remove the existing structure(s) on the Premises in any manner, or conduct any activity in the capped areas of the Premises, that may result in the release or exposure to the environment of any contaminated soil, or create a new exposure pathway, without prior written approval of Grantor and the State of Washington Department of Ecology. Some examples of activities that are prohibited in the capped areas include: drilling, digging, placement of any objects or use of any equipment which deforms or stresses the surface beyond its load bearing capability, piercing the surface with a rod, spike or similar item, bulldozing or earthwork; (d) Each of these covenants shall run with the Premises, and pass with each and every portion of the Premises, and shall apply to and bind the respective successors in interest thereof; 20091221000386.004 —i _ NOTWITHSTANDING ANYTHING CONTAINED HEREIN TO THE CONTRARY, BUT SUBJECT TO THE TERMS OF THE CONTRIBUTION AGREEMENT, GRANTEE ACKNOWLEDGES, UNDERSTANDS AND AGREES THAT GRANTEE HAS BEEN GIVEN THE OPPORTUNITY TO MAKE FULL AND COMPLETE INSPECTIONS OF THE PREMISES TO GRANTEE'S SATISFACTION PRIOR TO THE EFFECTIVE DATE HEREOF AND THAT, AS OF THE EFFECTIVE DATE HEREOF, GRANTEE 1S RELYING SOLELY ON GRANTEE'S OWN INVESTIGATIONS OF THE PREMISES AND NOT ON ANY INFORMATION PROVIDED OR TO BE PROVIDED BY GRANTOR, OR ANY AGENT, REPRESENTATIVE OR OTHER PARTY ACTING ON BEHALF OF GRANTOR. IT 1S THE UNDERSTANDING AND INTENTION OF THE PARTIES THAT THE SALE OF THE PREMISES FROM GRANTOR TO GRANTEE IS MADE ON AN "AS IS, WHERE IS" BASIS AND WITH ALL FAULTS. GRANTEE ACKNOWLEDGES THAT, EXCEPT AS SET FORTH HEREIN, GRANTOR HAS NOT MADE, DOES NOT MAKE AND SPECIFICALLY NEGATES AND DISCLAIMS ANY REPRESENTATIONS, WARRANTIES, PROMISES, AGREEMENTS OR GUARANTIES OF ANY KIND OR CHARACTER WHATSOEVER, EXPRESS OR IMPLIED, ORAL OR WRITTEN, RELATING TO, CONCERNING OR WITH RESPECT TO (A) THE VALUE, NATURE, QUALITY OR PRESENT OR FUTURE CONDITION OF THE ASSETS, INCLUDING WITHOUT LIMITATION THE PREMISES, (B) THE COMPLIANCE OF, OR BY, THE PREMISES WITH ANY LAWS OF ANY APPLICABLE GOVERNMENTAL ENTITY, (C) THE LIABILITY, MERCHANTABILITY, MARKETABILITY, OR PROFITABILITY, SUITABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE OF THE PREMISES, INCLUDING WITHOUT LIMITATION THE ASSETS THEREON, OR (D) ANY OTHER MATTER WITH RESPECT TO THE ASSETS. GRANTEE REPRESENTS TO GRANTOR THAT GRANTEE IS RELYING, HAS RELIED AND SHALL IN THE FUTURE RELY SOLELY UPON ITS OWN INVESTIGATIONS, INSPECTIONS AND STUDIES OF THE PREMISES, AND NOT ON ANY INFORMATION PROVIDED OR TO BE PROVIDED BY GRANTOR, GRANTOR'S AGENTS OR CONTRACTORS OR OTHERWISE GENERATED FROM THIRD PARTY SOURCES. GRANTOR SHALL NOT BE LIABLE OR BOUND IN ANY MANNER BY ANY VERBAL OR WRITTEN STATEMENT, REPRESENTATION OR INFORMATION PERTAINING TO THE PREMISES OR THE OPERATION THEREOF FURNISHED BY ANY PARTY PURPORTING TO ACT ON BEHALF OF GRANTOR, INCLUDING, WITHOUT LIMITATION, ANY AGENT, BROKER OR SALESPERSON. GRANTEE ACKNOWLEDGES THAT THE PURCHASE PRICE HAS BEEN SPECIFICALLY NEGOTIATED AND ADJUSTED TO TAKE INTO ACCOUNT THE AS -IS NATURE OF THIS SALE AND THE DISCLAIMERS AND WAIVER OF REPRESENTATIONS AND WARRANTIES AS STATED HEREIN. SUBJECT to the foregoing, Grantor covenants with Grantee that Grantor will warrant specially the Premises herein conveyed and defend title to the Premises against the lawful claims of all persons claiming by, through, or under Grantor, but not otherwise, PLovided that this conveyance and the special warranty made by Grantor contained herein are subject to the matters contained herein and any and all matters of record as of the date of recording. The preceding sentence is for the benefit of Grantee and the parties now or hereafter constituting Grantee and may not be relied on or enforced by any other entity, including, without limitation, any direct or I In 20091221000386.005 remote successor in title to Grantee or any title insurer of Grantee or its direct or remote successors in title. by way of subrogation or otherwise. IN WITNESS WHEREOF, Grantor has caused this Deed to be duly executed on the day and year first above written. "GRANTOR" Ze lJohnD. D STORES, INC. : Jackson Title Chief Executive Officer STATE OF IDAHO ) SS. COUNTY OF ADA ) The within and foregoing instrument was acknowledged before me this day of December, 2009, by John D. Jackson, the Chief Executive Officer of Jacksons Fnod'Stores, Inc., a Nevada limited liability company, on behalf of said corporation. Witness my hand and official seal. My commission expires: Printed Name: TARY PUBLIC S; O P U r'• S7, Tor r�rrr►rrrr.�.ti�s�� 20091221000386.006 ACKNOWLEDGED, ACCEPTED AND AGREED TO THIS :77 DAY OF _b,*j=,66e , 2009: "GRANTEE" PACWEST ENERGY, LLC By: Jac)" Food Stores, Inc., a Nevada corporation, its Manager By. NSK&John Jactsurt Title: Chief Executive Officer Date: December _I _, 2009 STATE OF IDAHO ) SS. COUNTY OF ADA ) On this day of December, 2009, before me, a Notary Public in and for said State, personally appeared John D. Jaeksons, known or identified to me to be the Chief Executive Officer of Jacksons Food Stores, Inc., a Nevada corporation, the manager of PacWest Energy, LLC, a Delaware limited liability company, and the manager who subscribed said company name to the foregoing instrument, and acknowledged to me that he executed the within instrument on behalf of said corporation, and that such corporation executed the same in said company name. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. • 's otarylic for Id • N �' ResidiiWat Boise. 1 ho 12- IY 10 0 My commission expires •�''•., STA'Cti••.•'• 1 20091221000386.007 EXHIBIT "A" Legal Description ^� Tax Parcel: 880700-0115-01 THE EAST 62.85 FEET OF LOT 21 AND ALL OF LOT 22, VICK ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS, PAGE(S) jl 27, IN KING COUNTY, WASHINGTON; EXCEPT THE EASTERLY 12 FEET OF SAID LOT 22; TOGETHER WITH A COMMON USE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE HEREINABOVE DESCRIBED TRACT '} AND RUNNING THENCE WEST IN A PROJECTION OF THE SOUTH LINE OF SAID TRACT A DISTANCE OF 25 FEET; 1 THENCE NORTHEASTERLY TO A POINT ON THE WEST LINE OF THE HEREINABOVE DESCRIBED TRACT WHICH LIES 25 FEET NORTH OF THE POINT OF BEGINNING; •T THENCE SOUTH ALONG SAID WEST LINE 25 FEET TO THE POINT OF BEGINNING. w CC# 120698 1520 348th South Federal Way, WA 20091221000386.008 Exhibit B Permitted Encumbrances CC# 120698 1520 348TH STREET SOUTH FEDERAL WAY, WASHINGTON The lien for real property taxes for the year 2009, and any liens for special assessments which as of the date hereof, are not due and payable. 2. Easement and the terms and conditions thereof granted to King County Water District No. 100 (Assignee) for pipelines and facilities and recorded among the Real Property Records of King County, Washington, on May 7, 1958, under recording number 4899141. 3. Underground Utility Easement and the terms and conditions thereof granted to Puget Sound Power & Light Company, a Washington corporation for electric transmission and/or distribution system together with all necessary or convenient appurtenances affecting the South 10 feet of the West 10 feet of said premises and recorded among the Real Property Records of King County, Washington, on May 10, 1985, under recording number 8505100840. Said easement contains a covenant prohibiting structures over said easement or other activities which might endanger the underground system. 4. Easement condemned in King County Superior Court and the terms and conditions thereof in favor of the City of Federal Way for right-of-way for overhead utilities and utility poles affecting the Easterly portion of said premises and recorded among the Real Property Records of King County, Washington, under Cause Number: 91-2-13980-6. 5, Exceptions and Reservations contained in Deed from Texaco Refining and Marketing Inc., a Delaware corporation, recorded on June 27, 2000, under recording number 20000627001737. Said Deed includes, among other conditions, the following: "The grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the property for exploration and producing purposes...." 6. Covenants, conditions, restrictions, easements, notes, dedications and setbacks, if any, set forth in or delineated on said Plat of Vick Addition recorded among the Plat Records of King County, Washington. 20091221000386.009 Exhibit B continued 7. Right to make necessary slopes for cuts or fills upon property herein described as granted in Deed to King County, recorded among the Real Property Records of King County, Washington, on April 9, 1968, under recording number 6330339. & Survey done by Terramark for the Matthews Company dated April 7, 2009, under Job No. 32664, disclosed the following matters: a. Chain link fence appurtenant to the Northerly adjoining property encroaches onto said premises up to a distance of 0.1 feet. b. Asphalt, curbing and planting areas appurtenant to said premises extend into the adjoining public rights of way of 16th Avenue South and 34e Street South. 20091221000386.010 RXHiRiT C Right of First Refusal (a) If at any time during the period from the Effective date until the Termination Date (the "Brand Covenant Period"), Grantee or any Person owning the Premises (a "Premises Owner") (i) receives an acceptable bona fide offer to purchase or lease from a ready, willing, and able purchaser or lessee which Grantee or any Premises Owner desires to accept, or (ii) makes a bona fide offer to sell, lease or otherwise transfer to such a purchaser or lessee, all of Grantee's or any Premises Owner's right, title and interest in and to the Premises or any particular Premises, or any interest therein ("Offer"), Grantee or such Premises Owner shall provide written notice to Equilon specifying the name and address of the buyer or lessee and the price and complete terms of the Offer, accompanied by Grantee's or any Premises Owner's affidavit that the proposed sale or lease transaction described in the Offer is in good faith. Equilon will then have the prior option to purchase or lease any of such Premises at the price and on the terms of the Offer, but subject to the terms provided below ("Right of First Refusal"). (b) Equilon shall provide written notice to Grantee or such Premises Owner, as applicable, of Equilon's election to exercise its Right of First Refusal within 30 days after Equilon receives such Person's written notice of the Offer. Within 20 days after the date of the notice provided to such Person of Equilon's election to exercise its Right of First Refusal, Equilon shall designate a title company and provide written notice to such Person of the same. Such Person shall deposit with the title company a recordable special warranty deed or lease, as applicable, to Equilon, in form satisfactory to Equilon, for the applicable Premises. Equilon shall deposit with the title company any earnest money required by the Offer. Promptly thereafter, such Person shall (or Equilon may), at Equilon's expense, order from the title company a report on title to (or leasehold interest in) the applicable Premises and a commitment for an owner's or lessee's (as applicable) policy of title insurance. Upon written notice from Equilon to such Person and the title company that title is acceptable, which notice shall not be later than the time set forth in the Offer, the title company shall deliver to Equilon the deed or lease executed by such Person, together with the owner's or lessee's (as applicable) policy of title insurance, against payment by Equilon of the purchase price (which shall include payment of any costs, fees, expenses, documentary, transfer and like taxes required to paid by Equilon), less any earnest money, as such allocation of costs, fees and expenses may be set forth in the Offer. Thereafter, the title company shall deliver to such Person the purchase price required by the Offer less the amount of any liens accepted by Equilon and less the amount of any and all costs, fees, expenses, documentary, transfer and like taxes required to paid by such Person as set forth in the Offer. Taxes and rent will be prorated as of the date of delivery of the deed (or the assignment of lease, as applicable) from the title company to the Equilon. Upon receipt from Equilon of written notice that the title is not acceptable, Grantee or such Premises Owner, as applicable, shall use commercially reasonable efforts to cure such title objections by the closing, including, without limitation, insuring against or providing a bond or suitable escrow for, any lien or other encumbrance that represents a liquidated amount or sum of money. If such Person is unable to cure the title to Equilon's satisfaction, Equilon may elect not to purchase the applicable Premises, in which case the title company shall return the deed (or assignment of lease) to such Person, and the 20091221000386.011 earnest money to Equilon. If Equilon elects to not exercise its Right of First Refusal for any reason, Grantee or such Premises Owner, as applicable, may sell the applicable Premises under the terms described in the notice of the Offer provided to Equilon. Any proposed sale of any Premises under materially different terms than those described in such notice of the Offer is subject to the Right of First Refusal provisions described herein. For purposes of the preceding sentence, an extension of the closing date by not more than ninety (90) days, or a reduction in the purchase price by not more than three percent (3%) are examples of non -material changes to the Term s of the Offer. (c) The Right of First Refusal is not limited by any other rights Equilon has under the Branding Agreement or elsewhere, if any, to acquire the Premises. The Right of First Refusal runs with the land or leasehold interest, inures to the benefit of, and binds the respective successors in interest and assigns thereof. Equilon's failure to exercise its Right of First Refusal on any Premises is not a waiver of its right to a Right of First Refusal for any other Premises. The failure of Equilon to exercise the Right of First Refusal as to a Premises shall release that Premises from the Right of First Refusal from and after its conveyance. (d) The Right of First Refusal shall not apply to any lease or sublease by Grantee to any Third -Party or other Person operating a retail motor fuel facility at a Premises using the Brand, as defined in the Branding Agreement, pursuant to a written agreement with Grantee or any Affiliate of Grantee, provided, Grantee retains ownership and control of, and full contractual and regulatory responsibility for, the UST System throughout the term of the lease or sublease with such Third -Party or Person and Grantee complies with the provisions of Section 9.6 (Future Conveyances) of the Agreement. (e) The Right of First Refusal shall not apply to a transfer of Premises by operation of a partition action under the Limited Liability Company Agreement of PacWest Energy, LLC (the "LLC Agreement"). O W J Q J 01 W , O A �I J +� N tl 0P' nr a C ' I -4 . I 1J z, I L I S,65S'Svisc BCi11.68N Efe2E a 7 n I d- n N his map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted- Except the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances, location of easemerds, acreage or other matters shown thereon. i d a) d `n N y p Tm d L I C J V D- >+� C ¢ J dd dQ� t1 � a+ O _ v °y W E h v o s T a D a,� Z � � jj ° I� W � � t ¢�v�0� � �¢ .x�•C O O C C �+ j d 0 Z T y> V r _ d d > O �_ C J�d Cy d P d b T Ji y Y Y I -0 . ..� bad d I J W 0 '' - n wDtlady 7Q �Od y i Ld r a d 3 F b a- o ]++�AoQ 0 c �" ✓r X Z 4 o F �' C y�ird �C d dV v >• v I W v O Y O VV ar z I v [ } tl�d-tee; I -a n �° rr�9 d o W a C Z re � Ic �C JA -C}1 =" oCF �LO.,a Z o Q v* � m1�o ��ic}oac da Q dao � 0 W U 0 0 Z C,i'�J dlaa "� ► J S d- • 9 b V Q..� JJ.� y L d .'�,s: - Cy°� 0 1 _ - / o f � Z �• c "7 o "x 0 cD h ~d� z a T O F�aJ'S �m DCb��vd z 3 O 0 d fl 0.3 _ a v TU �.AqC; n�f II rrCAI C C Z .0 00 _ UJ�0 0 Z 4 *3 Za0 C b a WJYpd I O❑ ZdC a an d n c+ o L� rH� ; � VT I w O W �Jdt -'tlO�y rn kL�� y z3❑_ T d�dr G yr C Iql r4 Fr"N 0 of-L. 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Cdda 3 >` ZyC d �3 W d C'-a�yJ�dCd f I dD6bC o c ooTa�•odo ,+ t,4 C •t >' [a-D °+1 C3 Jv.� JO N ' d D 3 C~O .+�•p1� jO W din ° v_y ° „ d0G. .�In CO r5 QGJai dWT F d. - -C U 0dC Jj va ado `0-o uOd Z L. qaa a 'o Cdd_ .0 C�'��.�>rnnS,9-'X F Z ti ,�oD.`r n.Du °o4a-a+ +�-dL O > 'J dd d Ao d J 4� p J C ] L Z jod Z a _a-Cddd0d3 p Z� � J mx'_ Z LLo T1J- r ���N Z da7O3 J'ANV J I- QJ rod qV dy.a� F .OWE O OJ Ja dd�y yV�t �� J$1, F- yA[ C c flays aaNtl,.0L1'CdZy O QO CJ1J ooCz+'-� Q Zaav> °� d Z yfs „`ate=Jd 'J ay OW J Cr OOi'�p_0.4)�-d ,14.}Jl�d�9Z� F--C•- a•E 0 d v r w d0 W 0`"c J rd d�-V3m J O� .nd:C3d °o,QJI✓lCcb O ._ ti ❑ d N. ,> ` C a b j Q W Z n o 77 - C ~oj �ti.:yi omno a "cZ'° ¢� ~ �hGd�i± -dit 0. 0ro� uyo 7.SiL.4 Wi.o��yd d ,�i7� �'6ac43 13u0,9.00d hfs mapfplat is being furnished as an add in locating the hereln described Land iR eel to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted, Except �, the @xtent a policy of title insurance ,s expressly modified by endorsement, if any; the Company does not insure dimensions, distances, location of easements, acreage or other matters shown A S S I G N M E N T For value received, The Grantor, Lslse Center Water CooEerative a Washington Corporetion, does hereby sell, assign, transfer, and deliver to Water District_ Ho. 100y.iCin� County, Washington, The Grantee, the following: Ty All franchises and permits hereto granted by the County of King, and State of Washington, to construct, maintain, repair and replace pipe lines and facilities, over, upon, and across the public roads, highways, streets and. alleys iti said county; All leases held by said Lake Center Water Cooperative 'or in which it has an interest, including but not limited to a certain lease date February 2, 1948, between Brooklakd Community Center, as Lessor and Lake Center Water Coop- erative as Lessee, covering a tract 200 feet square in,.the northeast quarter of northwest quarter of Section 29, Township 21 North, Range 4 East of the Willamedis Meridian,lexpiring on May 1, 1971, and an unrecorded lease covering. a pumping station site on the west half of the northwest quarter of the amth- west quarter of Section 21, Township 21 North, Range 4 East of the Willamette Meridian; Also, all easements, permits and right of way agreements owned by the Grantor, or in which it may have an interest, including, but not limited to the following: (a) Unrecorded easements covering the construction, maintenance, and repair of an 8 inch wooden main over the northerly portion of the southwest quarter of the northwest quarter of Section 28, Township 21 North, Range 4_East of the Willamette Meridian, lying westerly of State Road 5-D, and over that portion of the southwest quarter of the northwest quarter of said Section 2Q,' lying easterly of State Road 5-D extending in an easterly and southerly direction to the Neal Road near the southeast corner of said subdivision, it (b) Easement by Oliver G. Campbell and•Etta L,Campbell, husband and wife and recorded under Auditor's Fee No, 4840734. (a) Easement by Richard E. Boness and Wanda J. Bones, husband and wife and recorded under Auditor's Fee'No, 4860736. •(d) Easement by Earl G. Forbes and Eloss Forbes, husband and wife, and recorded under Auditor's Fee No, 4648659. (a)' Easement dated the 23rd day of November, 1949, granted by George A. Faulk and Emma J. Faulk, husband and wife, covering a portion of Lot 80, State plat, in Section 16, Township 21 North, Range 4 East of the Willamette Meridian. 3- alrldifrbnal cd (f) Easement dated the 29th day of August, 1955, granted by A. W. Matheny and Vivian Matheny, husband and wife, covering the south 76 feet of lot 9; Block 24; in dovita, according to plat thereof recorded in Volume 19, of plate, page 14, records of said crusty. (g) Easement dated the 29th Day of August, 1955, granted by George W. Cook and Kathleen Cook, husband and wife, covering -the northerly 24 ieet of IN lot 9 end the southerly 42 feet of lot 8, all in Block 24 of Jovits, according E to plat thereof recorded in volume 19 of plats, page 14 records of said county. (h) Easement granted by Walter W. Feax and Roane S. Feax, husband and wife, covering the north half of the north half of the southeast quarter of the southeast quarter of Section 17, Township 21 North, Range 4 East of' the Willainette Meridian. (i) Easement dated the lot day of August, 1950, granted by Harold Hildebrandt and Ella Mae Hildebrandt, husband and wife, covering the north 360 feet of the southwest quarter of the northwest quarter of Section 29, Township 21 North, Range 4 East of the Sillamette Meridian, King County, less Libo Road. (j) Easement dated the 29th day of September, 1956, granted by Bryce Little and Willie V. Little, husband and wife, covering, 9th Ave, south starting 200 feet south of S.W. 356th street continuing for 650 feet. (k) Easement by Samuel L. Keyes and Esther I. Keyes, husband and wife, and recorded under Auditor's fee No. 3600811. (1) Easement dated the 5th day of October, 1950, granted by Virgil Vick and Hazel Vick, husband and wife, covering Vick Addition, King County Records, volume #45, page 27,-and except lots No. 20, No. 6, and No. 7. (m) Easement by E. W. Watkins and Mrs. E. W. Watkins, husband and wife, and recorded under Auditor's Fee No. 4527429. (n) Easement by Francis L. Marckx and Ilene I. Marckx, husband and wife, covering the northeast quarter of the southeast quarter of Section 8, Township 21 North, Range 4 East of the Willamette Meridian, (o)L Easement dated the 19th day of October, 1945, granted by S.L. Keyes and Esther I. Keyes, husband and wife, covering that portion of the south three -fourths of the northeast quarter of the southeast quarter of Section 33, Township 21 North, Range 4 Fast of the Willamette Meridian, lying easterly of Seconday State Highway No. 5-D, and also that portion of the southeast quarter of the southeast quarter of said Section 33, lying easterly of Seconday State. highway No. 5-D, westerly of Edgewood County Read and northerly of the following describtl line; Beginning on the center line of secondary State Highway No. 5-D at a point which is north 27°24'30" west 1200.G3 feet from the south line o£• said subdivision and running thence south 78°09'30" east to the east line of said aiabdivision and the terminus of the line, except the right of way condemned by the Seattle Tacoma Interurban Rwy. now owned by the Puget Sound Power and Light Co. (p) Easement dated the 24th day of May,-1945, by Lloyd J. Voiles and Dorothy H, Voiles, husband and wife, over the north 80 feet of the south 1260 feet of lot.3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (q)• Eaaepent dated the 26th day of May, 1945, by Gordon Axelsen and Pat Axelsen, husband and wife, over the north 100 feet of the south 1100 feet of lot 3, Seceion 27, Tonwehip 21 North, Range 4 East of the Willamette Meridian. (r) Easement dated the 26th day of June, 1945, by Pauline Gibbeson, over the north 100 feet of the south 1000 feat of lot 3, Section 27, Township 21 north, Range 4 East of the Willamette Meridian. { (a) Easement dated the 29th day of September; 1945, by Sadie B. Martin, over the north'100 feet of the south 900 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (t) Easement dated the 7th day of July, 1945, by Albert Jacob Knaff and Lucille W. Knaff, husband and wife, over the north 150 feet of the south 800 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (u) Easement dated the 29th day of April, 1945, by S. Poolman and Edith Poolman, husband and wife, over the south 150 feet of the south 650 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (v) Easement by Chas Geiger and Ethel Geiger, husband and wife, over dhe north 150 feet of the south 650 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (w) Easement dated the 16th day of May, 1945, by Wm. H. Clarke and Dorothy B. Clarke, husband and wife over the north 50..feet of the south 500 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (x) Easement dated the 21st day of May, 1945, by L. C.Rushmer and . Dorothy Rushmer, husband and wife, fiver the north 50 feet of the south 450 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (y) Easement dated'the 21st day of May, 1945, by William J. Coby and Iva M. Coby, husband and wf, over the north 100 feet of the south 400 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (z) Easement dated the 23rd day of May, 1945, by Harry H. Stewart and Cornelia M. Stewart, husband and wife, over the north 100 feet of the south 300 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (as) Easement dated the 6th day of June, 1945, by Charles H. Denzler and Marie A. Denzler, husband and wife, over the south 200 feet of lot 3, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (bb) Easement by F. J. Bohnankamp and Hazel R. Bohnankamp, husband and wife, covering lot 1, Block 129, Jovita. (cc) . Easement dated the 17th day of December, 1945, by A. D. Witter and Helen Witter, h:.cbsnd and wife, over the north 80 feet of the south 1180 feet of lot 8, Section 27, Township 21 North, Range 4 East of the Willamette Meridian. (dd) Easement by Mrs. A. V.Sutherland, covering Tract 28, Maltby's Lake Geneva Fiva Acre Tracts. '(se) Easement by Roy Olson and Mray Roy 0lson, husband and wife, covering Tracts6 Maltby's Five Acre Tracts. Faxot 7, (ff) Ea"ment dated the 10th day of September, 1945, by Norman E. Beamish and Florence M. Beamish, husband and wife, covering the south 40 feet of north 5 acre' of the northeast quarter of Section 28, Township 21 North, Range 4 East of the Willamette Meridian, except County Road, and subject to easment if any to Puget Sound Power and Light Co. 71- �1 �•_-. Qg) Easement dated the 14th day of November, 1945, by Perry M, Hall YM I.• • and Crace C. Hall, husband and wife, covering in King County, beginning at a point 1343 fact north of southwest corner of Section 27, Township 21 Barth, Range 4 East of the Willamette Meridian, thence uorth along said section line to the { }� meander line of give Mile Lake. q-{ IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by itp proper officers and its corporate seal 'to be hereunto affixed this day of � LAKE C WATw C F T79 resident Y BY Secretary STATE OF WASHINGTON ) .:s county of �) On this /r�/JL day of before me, CD. - the undersigned, a otary Public in end for the S a Wash ngtor, duly com- ;u m£saicned and ewo pereonolly apgesred E. Z VORI I and IRENE CHASE, to " me known to he the President and Secretary, re ectively, of Lake Center Water Cooperative, the corporation that executed the foregoing instrument, and acknov- ledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that °= they are authorized to execute the said instrument and that the seal affixed is the corporatlnaeal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Nottgry Public in and f6r t eate of `k Washington, resid�/at 7 ORIGINAL PV EASEMENT FOR U"ERGROUNJO ELECTRIC SYSTEM �EA For and in consideration of One Dollar ($1.00) and other Valuable consideration, the receipt of which is hereby acknowledged, T_U ACG. o ("Grantor" heretnj, grants, olirlveya Ord warmnta m PUGET $fIIl{vp pUWER & LIGHT COMPANY, a Washington cor- porulion ("Crgnlee" herein), for the purposes harcinaftor sot forth a porpolual esseme l under, across lowing described raw Property (lhe "Properly" haraln) —�� County, Washington.gton. and over the fo)- O 93, The East 62.85 feet of Lot 21 and all of Lot 22of , Vick Addition, according to plat thereof, recorded -. in Volume 45 0£ Plats on Page 27, Records o£ Eide County, Washington; — 0 EXCsPT the Rast_ly 12 feet of said Lot 22; GO Located in the Southeast quarter of Section 20, Township 21 tlorth, Mange 4 East, I4.M. 1$ EMSE TAX NOT REQUIR5O i{fng Co. Retvds oluisj ,j Except as may I18Ag(Y Of Way" y be otscriba a se! farlh herein Grantee's rights shall be exercised upon that portion of the Properly (the Y" herein) described as follows:I AA*ht��Lar— eer3rr{vidt>t{:wyng !fie-das�il rgr,a �oSiaN "Right - ""Of wc1"A-d4k44"&s1dn.0l aceutea { , The South 10 feet of the West 10 feet of the above described property. 8"S,"10 40840 e RECD F _5,00 CAS'NSL a m 15. tlD 1. 14+rpasa• Gmntoa shoal have Ihe rtghI to conaI racL a state, maintain. rapatr, replace and enlarge an uncle Ir3nsmission and/or distribution ind upon and under the Highl�of-Way, logelhCr with alt arSeasa urtonancos Iharefar. which may include but are not limited in the follow,underground fie, Er. incst vaults, mnnholea, swilchns, and lransfarmer&; and semi burled ur ng• Undusground conduils, cebl or ummunconvonic! is . slruotion of In facil{rtos, Grantee may from time In lime construct sorgroundLich not nted fadlt esltaa Ir may he nitialCob- 2, Access. (;mma o shall h a ve y req ulre. else its rights humundar, ld. right of access to Iho Hight -of -Way over and across the Properly to enabie Granlee to exer- cise of said ti ht provided. that Grantee shell eompensale Grantor for any damage to the Pro erl g of aocess. p yeausod by the exer- 3' obstrucl"'"; i undycaping. Graven may from Lima to time ramave trues, hush af--Way and may (over and Bade the Righe of Way to the exmm reeaonably nec,eshM re carry out the u Paragraph t hereof, provided. Choi foifawing an such Work, Grantee &hall. to the necessary tease �I the ens within the jr. ighbc -Way fo the candllion (I was immodlatel P rpares ref are the foeiltiics. Granlnr may underlako anyordlnaryimprovemards talhtaalur� apt � the kt slaPaUan of Granttee'slund tare Ihe ocher plena shall be pieced thereon whEch would be unroeaonab o Irew A, restore. ly expensive or improclicaI r e C nteo toaremove and a' G3artroYs Ute of Ri ht.af-way, Grantor reserves Ihe right to use the Righlwl--Waylorany Purpose not {ncoaststcnl W(Ih 'be rights hereto gran[& provided: that Grantor shall not Construct Or:nniniain any building giber structure on Ihe R(ght- ef-way which would lnle don with the exercise of the r' is heroin slructian activity shall be da„a on the Propert which granted: that no di Right-af-Way, or endanger lha lat�r t w Y would d1nurb the campaciton or�yg• lunneling or other Form of rnrt- Way, PPMt to mid ladlitins; and that no cosungahni{ hedanv lIh hn � al of facilities R on the 3ghlbf- &' wd claims far Sy acavpt{og and retarding Ihla easemgnr, Grantee agrees to indomnlfy and hold harmless Granlot from any hereinand {�almpaoProvidied &that cdarnagea suffered r jpon,,yov which play bg caused by the Grantee a exercise of the rights Provided, that Grantee shoA nn! bo rapafuible ro Grantor for any injuries and/or damages se any person caused acts or omisslvns of Grantor, s. Abandonmaal. The rtghp heroin grsmad shall continue until such tlma as Grantee ceeses to use the Rtg� t-of-Way for a period vi five rr5j soceava(va years, to which ovanr this easement shall tern In a le and all rights heroundar shalt raverl to Gran. tor, pprovided that no obandonnseal shall be doomed to have occurred by reason of Grantee's tefiuro to inftiajiy fnslafl Its factll�Ees on 'he Htght•of-Way within any period of time from lha data hereof. 7. Su=ssors and Ant The The rights and obligations of the parties shall inure to the benefit of and be binding upon their respective successors and dons. A-14 86 Oe23487 RH-14 214-80 FILED FOR RECORD AT REQUEST QF- rreaar,os "UGET Pgl�r_r. "EA4 ESTATE DIV(St0h1 PIJG$T POYVEA 8L.E1G. 13EI Lt 1fU WASNfkGiflN S80G8 ATTN: DICK DOW!( § _ f i a t 1 4 f I -qq�7 « O'llifa�"da of Y f�L�C 19 85 GRANTOR J TEXACOO REEF�IN�I�N�G ANDMARKETING INC. —>3y--- •'• REGIONAL MANAGER —REFINING AND SUPPLY AND •. - _ DISTRIBUTION (WESTERN REGION) �; .. ATTEST O ATE OF WASHINGTON 1 ASSISTANT SAECT S C.j GO)liy appeared before me \Orsunally to individual — described in and who executed the within and foregoing instrument, and acknowledged thato same as free and voluntary act and deed for the uses and purposes therein mentioned. Gn nd official seal this day or Notary Public in and for the Slate of Washington, residing at STATE OF WASHINGTON ) SS COUNTY OF I On this day personally appeared before me to me known to be the individual _described in and w ewe uteri the within and foregoing instrument, and acknowledged that signed the same as free and volu ry act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 19 Notary Public in a for the Slate of Washington, residing at STATE OF WASHINGTON ) SS COUNTY OF ) On Ibis day personally appeared before me to me known to be the individual _ described in and who executed the within and foregoing Instrumen , d acknowledged that signed the same as free and voluntary act and deed for the uses and purposes rein mentioned. GIVEN under my hand and official seal Ibis day of i9 Notary Public in and for the Slate of Washington, residing at STATE OF WASHINGTON ) COUNTY OF S'' CORPORATE ACKNOWLEDGMENT On this _ day of , 19 A, , before me, The undersigned, personally appeared and to me known to be the and , respectively, of TRYArc) MEE' - the corporation that executed the foregoing instrument, and acknowledged the said Instrument lobe the Free an Iuntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated Thal authorized to execute the said instrument and that the seal affixed IS the corporate seal of said corporation. ' Witness my hand and official seal hereto affixed the day and year sbava written. Notary Public in and for I late of Washington, +! residing at a IN 49 STATE OF CALIFORNIA COUNTY OF LOS ANGELES } SS. On this the a,ft,0 day of ,71 a,LC before me, Roberta P. Lynn, the ui nea a — 19Y�, personally appeared L. A. WILHES and STEPHEN M. 1pgppg ic, known to me to be the persons) who executed the within instrument as Regional. Manager -Refining and Supply and Distribution instrument Region} and Assistant Secretary on behalf of the corporation there- in named, and acknowledged to me that the corporation executed it. OFPFCIAL WITNESS my hand and official seal. SEAL r+ora� mu" wiiiaRHu MY COnvi • �� ROV R Hal n /} Notary S gnature t f K S=o i y em vc� o �cx O cc NAY FLU f } i r I i ! ! FILED FOR RECORD AT PwEr POWER REQUEST OF. REAL £S►AT£ DAASfON PUGET POWER BLDG. i BEUX « WASHfWGTON Woog _ ATTN: DICK DOWNS J, After Recording Please Return To: Eqwlon Enterprises LLC P O. Box 4453 Houston, TX 77210-4453 Special Warranty Deed(S' STEWART TITLE Reference Number(s) of Documents assigned or released -A D _ 0 a-; 0 Additional reference #'s on page of document r- cY, Grantor(s) (Last name first, then first name initials) r� 1 Texaco Refining and Marketing Inc. c� 2 C- o ❑ Additional names on page of document c� Grantee(s) (Last name first, then first name initials) C,-) c'D 1. Equilon Enterprises LLC 2. 0 Additional names on page of document CQUR ES Rr ',n1$ 1 MI;LI NO LIABIUT ANO/ORACCU BY STEW, Legal Description (abbreviated i e lot, black, plat or section, township, ran e) ❑ Additional legal on page of document Assessor's Property Tax Parcel/Account Number 3ggq(1 0/ ❑ Assessor Tax # not yet assigned. E1761305 SIALF ib C01AfTY e0 PAGE 001 OF 002 When Recorded Return to: Stewart Title Guaranty Company Attn: EkWi- -'pc -% 1980 Post Oak Blvd., #610 Houston, TX 77056 The undersigned Grantor declares that the Documentary Transfer Tax is SNone. This transfer of real property does not represent a change in beneficial ownership. It is merely a transfer of property among members of an affiliated group to effectuate corporate restructuring. Pursuant to WAC 458-61-375(2)(e). SPECIAL WARRANTY DEED This Indenture, made as of -50 �� by Texaco Refining and Marketing Inc., a Delaware corporation h ving an office at 10 Universal City Plaza, Universal City, California (the "Grantor") to Equilon Enterprises LLC, a Delaware limited liability company, having an office at 1100 Louisiana Avenue, Houston, Texas (the "Grantee"). �-� WITNESSETH G� IS In consideration of $10 and other good and valuable consideration paid in lawful money of the United States, the Grantor does hereby grant, convey and release unto Grantee, its successors and assigns forever, all those certain plots, pieces and parcels of land more particularly described in Exhibit A attached hereto and made a part hereof (the 'Property"), together with the buildings, fixtures and improvements thereon erected, together with all right, title and interest, if any, of Grantor in and to any streets and roads abutting the Property to the center lines thereof, Prepared by Herbert F lach, jr, Esquire Smith & lach 610 Main Street P 0 Box 1101 Dennis Port, Massachusetts 02639 (508) 394-1377 1 together with the easements, appurtenances and other hereditaments appurtenant to the Property and all the estate and rights of the Grantor in and to said Property, subject to all easements, rights of way and other matters of record affecting same, but provided, that Grantor expressly saves, retains, reserves and excepts from this conveyance unto itself and its successors and assigns, all right, title and interest in and to any oil, gas, and other minerals (including, without limitation, helium, lignite, sulphur, phosphate and other solid, liquid and gaseous substances), regardless of the nature thereof and whether similar or dissimilar but only to the extent any of the foregoing is in its natural state and natural location and not subject to the dominion and control of any person, and the right to explore for, develop and produce same, as well as the right to lease such portion of the Property hereby reserved for such purposes, and all mineral and royalty rights whatsoever in, on, under and pertaining to the Property, but the Grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the Property for exploration and producing purposes; and any oil and gas drilling operations, shall be conducted by means of wells, the surface locations of which are on other lands and which may be drilled into and bottomed in or under the Property. The Grantor shall exercise its rights under the foregoing mineral, oil and gas reservation so as not to disturb any improvements, installations, petroleum or other products contained in such improvements or installations or surface activities �— on the Property. The Grantor is to receive and retain all bonuses, rentals and C' royalties payable under any such mineral, oil and gas lease or leases. The Grantor may assign, transfer, sell or convey such oil, gas and mineral reservation to any person, corporation, partnership or other entity t., TO HAVE AND TO HOLD the Property unto Grantee, its heirs, successors and assigns forever. t-� The Grantor does hereby bind itself, its successors and assigns, to warrant and forever defend all and singular the Property unto Grantee against every person whomsoever lawfully claiming or to claim same by, under or through Grantor, but not otherwise. The preceding sentence is for the benefit of Grantee and the parties now or hereafter constituting Grantee and may not be relied on or enforced by any other entity, including, without limitation, any direct or remote successor in title to Grantee or any title insurer of Grantee or its direct or remote successors in title, by 2 way of subrogation or otherwise. IN WITNESS WHEREOF, the Grantor has duly executed this Special Warranty Deed as of the day and year first above written. TEXACO REFINING AND MARKETING INC. BOame: '^ Di4trL _1 A y - Title. By. Na e: 191,4,ejt G 1/A,u a 04 Title: �gSSi sTilaT Sj c etr.I STATE OF NEW YORK ) ) SS. �- COUNTY OF WESTCHESTER ) C- I _C-D On this the°�`eday off , P>V9 before me, ► �� �C� ��►�the undersigned Notary Public, personally appeared #)A � L 1L , r4 yF,2 5 T,P M A< i C I Vj"/ ►��iU' personally known to me to be the persons whose names are subscribed to the within LO instrument and acknowledged to me that they executed the same in their 4 , authorized capacities, and that by their signatures on the instrument the entity upon behalf of which the persons acted, executed the instrument. C-_, Witness my hand and official Seal. Notary Public ` Comnsussion Expire�'�' r ea Vok No OMN5 23DB ouaf fled to wastebeeter Ce Commission Expires January id, 2002 3 EXHIBIT "A° FEDERAL WAY, WA 1520 - 348TH SO. 889700-0115-01 PARCEL A: The East 62.85 feet of Lot 21 and all of Lot 22, of VICK ADDITION, according to the plat thereof recorded in Volume 45 of Plats, Page 27, records of King County, Washington; EXCEPT the Easterly 12 feet of said Lot 22. PARCEL B: r— A common use easement for ingress and egress described as follows: m Beginning at the Southwest corner of the hereinabove described tract and running � THENCE West in a projection of the South line of said tract a distance of 25 feet; `— THENCE Northeasterly to a point on the West line of the hereinabove described tract �+ which lies 25 feet North of the Point of Beginning; CM THENCE South along said West line 25 feet to the Point of Beginning. 0 Situated in the County of King, State of Washington Z O i Q W C 0 cc Z ♦` � Z 0 Ifs N I � 1 J W i _J i _J LI J' P a p '} -o l d u n . . 'l ri 4 9 b b E •S •,Qj o e* os- 5 v G 4 o a � • � n_vv.trnSP N � � h _ r W M 05 6 -i j O� F Ctr•SS2 m _ a 2 0 .�e m 0 • � � �r o - b a � Rr ' r � J W W • y y 4 N N N 0 . M1f _er.ir.er N r1 os a b a �.os C M Z. e6 [?F 7 .M_ffC,¢R4 i - - — -4 v } 1 '� a i his maplplat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land. and is not a survey of the land depicted. Except the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. __J { m i C __tv ^ d d k aff ,�� d A r4� t C y d C a: J O�A�dd �Cw. 0 C J) D a+ i,� ,d T 1J W � 0 ' o V C as *0 A. � j4 SSM++ C C }, d 0 Z� T Dy W�� Y- DC °�3)da�d a d • I r1 T Jl T 0 V A 4,o y� :;0 a [ 3 W y° _° V w p 6 4>0 d d d IC �sv r u u 3 i° Odntl¢°°, a_ 04 -C ,n � x Z N O F i�l p'd j.0 d -d -d ] a 1 w o '�t Y u s C L �+ +' U �rJ�t t9 I U I- � C� I } h jC dbi7 N ] of a j d ` z h C '?� d 0 c w az � C�° � do 7 3d I I Wr a >�''� Ev I -°rt > day°0"GIL Z - d _� � +D ;P"J i? i d Zo OOC F T rs� Z .sac > W o° n ❑ d *��7r c r.: r �� J sad ° I9 u " Q.j"2'�sd yCaq'� 0 n b a Y r°h r co cZ O r� _C J 7+-'a'�:'�4/ .' 0�1C d 0a cr Z Z v�� ❑ o muyrd3� 00 �G�� D O Oy-i W I C °► -,a0 4 AP L W TdEd4-0 . C 0 Z 3 al. a d aD Z O [c G �O uO C Z '' ¢ ti 'D �pw�d0 �l J 3� Z--- - 3 p j'Cp Z d D.17' I r LAC w W Z Y r�C d m a ��.0 L.1 - d tl r` dC� a dx ❑d W O W ¢Uto ^et�o��d z3 -❑_ " d�tscsr d I � ra QQa to Ai-na-- as ca FT'N ors- - ,� z W W hn a n do v 0 �' - f•- - u y 1 Ci T ti C L .N 1J �J� �nZ �a OFzo rr- L I ¢GF�yV " t� jb"CC=S: -4z x 3Y�✓1,aJJ1 Dig OJ3 aD•F¢rarCy 0 I �yAC , o=L v�nVd3dd"IIo0W C u eIr Cj dD dpa2'c7cd d•j✓d . ^jc 74d���3 `do •-edz.d 1 Is '0 a C a a+y ,C+ NZ aaLu. ro�0a* V0°y+n Ch ad 'Add qn .�0 w dyC.�JL' a Ocd h� �'� I`ao I �� ya-acrx ac M oDTa��vdo r a c Q T°rCtl OVCx QWr yA axa se a D d00-04 •� If)C 4j d 1 i�o G`7 L a µi s._ d r) C C ' y a - Lil VON 0-C�11�0 0Od Z r•� F� +Fid� r a� idGCd'�i ¢mac Cya`aJdda ddW,° W Z y�'d4d� Za d+�•6F'Fa Wa d 3_>r'^nCA-uas.gSl o Y J 44 C •�° SZb +0 2-7,u'�r,����1 W F ��M''yd F1 dc13L0IL c �vas]ds+ *C3 3 u' S�v a LLOx A d z j`occ Z axdad p Z`� a �d:�, Z ��dd O W .+ ,7A bAy W -Z ((dy �1 7 0 `�. r C� CTF +��N Z dv7.3 d Yn°7d U: K Q�3 -Eod dtl d�'� F. .OWE O �OD Oatl Dr %, i,inr J �� U dam• �- .N 0_L,�C C� a adsN �„�yow �Z 0 3p ❑ any J.,o04a L0� d as+.� tuan) ayc f In Z F ry"? h4j}aw'_'y' dy OW C o p 4 A 0a7 V1� W ✓f 0 V 9 0 F- O W noa W D c t� aa�03� J O� N�NC3d d�0 W° 0 %fACCv p._�atl ❑ Z a•`v*�=C' Aj Q WZ �dO°y -C1; t ~°sh �Cwa.`. nat°o�]zt F¢C q. ra.ud�+3.� ¢c,�y3°pi�� J S d atl r13 d 0.0.0 0 d his map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land, and is not a.survay of the land depicted, EXCOO the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances, location of easements, acreage or other matters shown l thereon. �i 5 ' 1-�= pK i i QUIT -CLAIM DEED 4-,/7 The grantor........heroin.........R.ifidLR@3}'C.?,�F.,�,..veatoX$..GrDg,. a_V�shgFori lirs}ited.,g.errgex',ship, By: Investment Exchange Corporation, General Partner, Richard W.Leningt❑ ..... ------Vi a"Pry �itY9Yst'-eritI y7tYTiHtiI''T D'd-myt'e"r';"'A'ast; -S't ep'et6YY------------- G^ ............................................................ .0 for the consideration of. ........ O.M..tt1F .Np[100,.--;---------------------_..($1,,_00).-_-.-,:,�ollare f"] and' also of benefits to acorns to them .........................by reason of laying out and establishing a public road %D through.....�heir ................... property, and which is hereinafter described, convey......... release......., and quit- ' to the County of. ......._King.... .......................................... ......................State of Washington, for use of the Public forever, as a public road and highway, all interest in the following described real estate, via.: East 12 feet of Lot 22, Vick Addition, Volume 45 of plats page 27, records of King County, Washington. 4 R/W 16th Ave. South R•� together with the right to malte.all necessary slopas for cuts and fills upon the abutting property, and en each aide of said described right-of-way, in aenformity with standard phues and apcaWastions for highway purposes, and to the mime erteat and purpose as if the righir herein granted had been acquired by condemnation proceed- ings noder Eminent Domain atatutes of the State of Washington, situated in the County o£............ ......... ......... --.—.............. .. . State of Washington. Dated this.-...... 12th............day of ..... ....... March ..... A D.19.68,,,., ......................................... Commonwealth Investors Group, a Wn. Ltd . partnership ..LLc ......... ........ _...... i3 of .. ....:.A-M.h o r',.QTRn..Qenpal Partner .............-................... ..................._.. m............_........ _ , _........ ..........vie6l.p.......id� t APR 9-* f 20091221000384.00' After Recording Return To: Name: Address: r 1 �Z0091221000384 CHICAGO TITLE 0 72.0e PAGE —eel OF 011 KING 1COUY. UP This Instrument Was Prepared By: r+Z42374 Beverly J. Klug C as Agent for EQUILON ENTERPRISES LLC 12/21/2009 10:25 s 2400 Two Houston Center TAX KING COUNTY, uA$110ij, SB3.0 PAGE-001 of 001 909 Fannin Street SALE Houston TX 77010 Abbreviated Legal Description: Portion of Lots 21 & 22, Volume 45 of Plats, Page 27 Tax Parcel ID No.: 889700-0115-01 BARGAIN AND SALE DEED THIS BARGAIN AND SALE DEED ("Deed"), dated to be effective December 8, 2009 ("Effective Date"), is by and between EQUILON ENTERPRISES LLC, a Delaware limited liability company, dba Shell Oil Products US, with offices at Pennzoil North Tower, 700 Milam Street, Office 2069A, Houston, Texas 77002 (herein called "Grantor"), and Jacksons Food Stores, Inc. (herein called "Grantee"), pursuant to that certain Asset Purchase and Sale Agreement, dated as of the 7th day of December, 2009 ("Agreement"), by and between Grantor and Grantee. WITNESSETH: For and in consideration of the sum of $1,017,503, and the mutual covenants set forth in the Agreement, the receipt and sufficiency of which are hereby acknowledged, Grantor does hereby GRANT, BARGAIN, SELL, CONVEY and RELEASE unto Grantee its successors and assigns forever, all of Grantor's right, title and interest, if any, in and to the Premises more particularly described in "Exhibit A" attached hereto and made a part hereof (the "Premises"), together with any buildings, fixtures and improvements owned by Grantor and located thereon. Together with all right, title and interest, if any, of Grantor in and to any streets and roads abutting the Premises to the center lines thereof, plus all the estate and rights of Grantor in and to any easements, rights, privileges, appurtenances and other hereditaments appurtenant to the Premises; Grantor expressly SAVES, RETAINS, RESERVES and EXCEPTS from this conveyance unto itself and its successors and assigns, all right, title and interest, if any, in and to any oil, gas, and other minerals (including, without limitation, helium, lignite, sulfur, phosphate and other solid, liquid and gaseous substances), regardless of_the_ nature thereof and whether similar or Cost Center # 120698 Address. 1520 3+48th S., Federal Way, WA ��� 13 CA ME INS. CO ` 6' 20091221000384.00: dissimilar but only to the extent any of the foregoing is in its natural state and natural location and not subject to the dominion and control of any person, and, upon thirty (30) days prior written notice to Grantee, the right to explore for, develop and produce same, as well as the right to lease such portion of the Premises hereby reserved for such purposes, and all mineral and royalty rights whatsoever in, on, under and pertaining to the Premises; but Grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the Premises for exploration and producing purposes, except with respect to (i) current activities at and any existing contractual or leasehold rights granted to third parties and (ii) any additional activities which have been consented to in writing by Grantee, whose consent shall not be unreasonably withheld. Except as set forth in the preceding sentence, any oil and gas drilling operations, shall be conducted by means of wells, the surface locations of which are on other lands and which may be drilled into and bottomed in or under the Premises. Grantor shall exercise its rights under the foregoing mineral, oil and gas reservation so as not to disturb any improvements, installations, petroleum or other products contained in such improvements or installments or surface activities on the Premises. Grantor is to receive and retain all bonuses, rentals and royalties payable under any such mineral, oil and gas lease or leases. Grantor may assign, transfer, sell or convey such oil, gas and mineral reservation to any person, corporation, partnership or other entity. This conveyance is made by Grantor and accepted by Grantee SUBJECT TO all reservations, exceptions, restrictions, easements, encumbrances, rights of way, ad valorem taxes, zoning regulations, other matters of record as of the date of this Deed affecting same and the items set forth on "Exhibit B", to the extent that the same are currently valid and enforceable against the Premises. TO HAVE AND TO HOLD the Premises unto Grantee, its successors and assigns in fee simple forever, but: IN ADDITION TO THE FOREGOING, Grantor grants the Premises to Grantee subject to the following covenants and restrictions: 1. From and after the Effective Date until December 31, 2031, or a market withdrawal by Grantor affecting the Premises, as defined by the Petroleum Marketing Practices Act, 15 U.S.C. § 2802(b)(2)(E), whichever is earlier ("Termination Date"), if motor fuel is stored, advertised or sold at or from the Premises, the motor fuel stored, advertised or sold shall be sold under the "Shell" trademark ("Brand Covenant"), all as more fully set forth in that certain Branding and Product Purchase Commitment Agreement dated as of the Effective Date, by and between Grantor and Grantee ("Branding Agreement"). The Brand Covenant shall expire automatically on the Termination Date without need for filing a release, or other action of either Grantor or Grantee. The Premises and every portion thereof shall be improved, held, used, occupied, leased, sold, hypothecated, encumbered and conveyed subject to the Brand Covenant. The Brand Covenant and the remedies for breach thereof, as provided in the Branding Agreement, shall run with the land, and pass with each and every portion of the Premises, and shall apply to and bind the respective successors, assigns and transferees and subsequent owners in interest thereof. The Brand Covenant is imposed upon the entire Premises. Breach of the 20091221000384.00; Brand Covenant shall not divest Grantee or any successor or assign of Grantee from title to the Premises. Grantee agrees to include the Brand Covenant in any conveyance or assignment of the Premises to a successor grantee prior to the Termination Date and, as a condition of any conveyance of the Premises, to require successor grantees to enter into an agreement assuming all obligations of Grantee under the Branding Agreement. 2. Unless the Premises is a "Released Premises", as defined in the Branding Agreement, until the Termination Date, Grantor and its successors and assigns retain a right of first refusal to purchase the Premises, pursuant to the terms of the Branding and Product Purchase Commitment Agreement dated as of the Effective Date ("Right of First Refusal"). The Right of First Refusal shall expire automatically on the Termination Date, without need for filing a release, or other action of either Grantor or Grantee. The tens of the Right of First Refusal are set forth on "Exhibit C". 3. Grantee has granted a right of access to Grantor pursuant to the terms of an Access Agreement dated as of the Effective Date, which is being recorded on the same day as this instrument. 4. Grantee covenants and agrees that: (a) No groundwater shall be taken for any use from the Premises, and Grantee further covenants and agrees that it shall not install, and shall prevent any subsequent purchaser or permitted assignee of the Premises from installing, any well or other tank, pump or related equipment for the use or storage of potable water at the Premises. Nothing herein shall prevent the use or supply of any state, county, or municipal water used, applied or consumed at the Premises; (b) The Premises shall be used only for commercial uses, and Grantee further covenants and agrees that it shall not improve or use, and shall prohibit any subsequent purchaser or permitted assignee of the Premises from using or improving, the Premises for residential purposes (including multi -family residential uses), or for any hospital, elder care or day care center, or for a park or playground; (c) If contaminated soil is present under a structure or cap, Grantee shall not alter, modify, or remove the existing structure(s) on the Premises in any manner, or conduct any activity in the capped areas of the Premises, that may result in the release or exposure to the environment of any contaminated soil, or create a new exposure pathway, without prior written approval of Grantor and the State of Washington Department of Ecology. Some examples of activities that are prohibited in the capped areas include: drilling, digging, placement of any objects or use of any equipment which deforms or stresses the surface beyond its load bearing capability, piercing the surface with a rod, spike or similar item, bulldozing or earthwork; 20091221000384.001 (d) Each of these covenants shall run with the Premises, and pass with each and every portion of the Premises, and shall apply to and bind the respective successors in interest thereof; NOTWITHSTANDING ANYTHING CONTAINED HEREIN TO THE CONTRARY, BUT SUBJECT TO THE TERMS OF THE PURCHASE AGREEMENT, GRANTEE ACKNOWLEDGES, UNDERSTANDS, AND AGREES THAT GRANTEE HAS BEEN GIVEN THE OPPORTUNITY TO MAKE FULL AND COMPLETE INSPECTIONS OF THE PREMISES TO GRANTEE'S SATISFACTION PRIOR TO THE EFFECTIVE DATE IIEREOF AND THAT, AS OF THE EFFECTIVE DATE HEREOF, GRANTEE IS RELYING SOLELY ON GRANTEE'S OWN INVESTIGATIONS OF THE PREMISES AND NOT ON ANY INFORMATION PROVIDED OR TO BE PROVIDED BY GRANTOR, OR ANY AGENT, REPRESENTATIVE OR OTHER PARTY ACTING ON BEHALF OF GRANTOR. IT 1S THE UNDERSTANDING AND INTENTION OF THE PARTIES THAT THE SALE OF THE PREMISES FROM GRANTOR TO GRANTEE IS MADE ON AN "AS IS, WHERE 1S" BASIS AND WITH ALL FAULTS. GRANTEE ACKNOWLEDGES THAT, EXCEPT AS SET FORTH HEREIN, GRANTOR HAS NOT MADE, DOES NOT MAKE AND SPECIFICALLY NEGATES AND DISCLAIMS ANY REPRESENTATIONS, WARRANTIES, PROMISES, AGREEMENTS OR GUARANTIES OF ANY KIND OR CHARACTER WHATSOEVER, EXPRESS OR IMPLIED, ORAL OR WRITTEN, RELATING TO, CONCERNING OR WITH RESPECT TO (A) THE VALUE, NATURE, QUALITY OR PRESENT OR FUTURE CONDITION OF THE ASSETS, INCLUDING WITHOUT LIMITATION THE PREMISES, (B) THE COMPLIANCE OF, OR BY, THE PREMISES WITH ANY LAWS OF ANY APPLICABLE GOVERNMENTAL ENTITY, (C) THE LIABILITY, MERCHANTABILITY, MARKETABILITY, OR PROFITABILITY, SUITABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE OF THE PREMISES, INCLUDING WITHOUT LIMITATION THE ASSETS THEREON, OR (D) ANY OTHER MATTER WITH RESPECT TO THE ASSETS. GRANTEE REPRESENTS TO GRANTOR THAT GRANTEE IS RELYING, HAS RELIED AND SHALL IN THE FUTURE RELY SOLELY UPON ITS OWN INVESTIGATIONS, INSPECTIONS AND STUDIES OF THE PREMISES, AND NOT ON ANY INFORMATION PROVIDED OR TO BE PROVIDED BY GRANTOR, GRANTOR'S AGENTS OR CONTRACTORS OR OTHERWISE GENERATED FROM THIRD PARTY SOURCES. GRANTOR SHALL NOT BE LIABLE OR BOUND IN ANY MANNER BY ANY VERBAL OR WRITTEN STATEMENT, REPRESENTATION OR INFORMATION PERTAINING TO THE PREMISES OR THE OPERATION THEREOF FURNISHED BY ANY PARTY PURPORTING TO ACT ON BEHALF OF GRANTOR, INCLUDING, WITHOUT LIMITATION, ANY AGENT, BROKER OR SALESPERSON. GRANTEE ACKNOWLEDGES THAT THE PURCHASE PRICE HAS BEEN SPECIFICALLY NEGOTIATED AND ADJUSTED TO TAKE INTO ACCOUNT THE AS -IS NATURE OF THIS SALE AND THE DISCLAIMERS AND WAIVER OF REPRESENTATIONS AND WARRANTIES AS STATED HEREIN. SUBJECT to the foregoing, Grantor covenants with Grantee that Grantor will warrant specially the Premises herein conveyed and defend title to the Premises against the lawful claims of all persons claiming by, through, or under Grantor, but not otherwise, provided, that this conveyance and the special warranty made by Grantor contained herein are subject to the matters contained herein and any and all matters of record as of the date of recording. The preceding sentence is for the benefit of Grantee and the parties now or hereafter constituting Grantee and may not be relied on or enforced by any other entity, including, without limitation, any direct or remote successor in title to Grantee or any title insurer of Grantee or its direct or remote successors in title, by way of subrogation or otherwise. 20091221000384.00! IN WITNESS WHEREOF, Grantor has caused this Deed to be duly executed on the day and year first above written. "GRANTOR" EQUILON ENTERPRISES LLC Bv: Name: David N. Burrow Title: Manager, Portfolio & Alliances US STATE OF TEXAS ) ) SS. COUNTY OF HARRIS ) The within and foregoing instrument was acknowledged before me this 9 "' day of December, 2009, by David N. Burrow, the Manager, Portfolio & Alliances US of Equilon Enterprises LLC, a Delaware limited liability company doing business as Shell Oil Products US, on behalf of said limited liability company. Witness my hand and official seal. My commission expires:Z�w[: j NOTARYPUBLfit L Printed Name- ,P. KIM SUZANNE HUMBARGER Notary Public, State of Texas .y. My Commission Expires December 12, 2012 20091221000384.00E ACKNOWLEDGED, ACCEPTED AND AGREED TO THIS DAY OF December, 2009: "GRANTEE" JACKSONS FOOD STORES, INC. L Name: John D. Jackson Title: Chief Executive Officer Date: December. 2009 STATE OF IDAHO § COUNTY OF ADA § The foregoing instrument was acknowledged before me this 7 day of December, 2009, by John D. Jackson who is the Chief Executive Officer of Jacksons Food Stores, Inc., a Nevada corporation, and that said instrument was signed on behalf of said corporation. Witness my hand and official seal. { NjXTARY PUBLIE 'Print Name: 7� u My commission expires: 20091221000384.001 EXHIBIT ''A'' Legal Description Tax Parcel: 09710-•:'•:1 5-Z c EAST 62.c5 FEET -OF LOT 2_ AND ALL OF L07 22, "':CTK ACCORDINGO TH PLA_ HERE°O RECORDED IN VOLUME 45 CF PIA7S, PASE,J 27, 1N KING COUNTY, WASHINGTON; EXrEPT THE EASTERLY 12 FEET OF SAID LOT 22; TOGETHER WITH A COMMON USE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS Fib L I,0'AS : 1 F.EGINNING AT THE SOUTHWEST CORNER OF THE HEREINABOVE DESCRIBED TRACT AND RUNNING THENCE WEST IN A PROJECTION OF THE SOUTH LINE OF SAID TRACT A DISTANCE OF 25 FEET; -i THENCE NORTHEASTERLY TO A POINT ON THE WEST LINE OF THE HEREINABOVE DESCRIBED TRACT WHICH LIES 25 FEET NORTH OF THE POINT OF BEG:NNING; THENCE SOUTH ALONG SAID WEST LINE 25 FEET TO THE POINT OF BEGINNING. j C Chi 120698 1520 348th South Federal Way. WA 20091221000384.001 Exhibit 8 Permitted Encumbrances CC# 120698 1520 348T" STREET SOUTH FEDERAL WAY, WASHINGTON 1 The lien for real property taxes for the year 2009, and any liens for special assessments which as of the date hereof, are not due and payable. 2• Easement and the terms and conditions thereof granted to King Count Water District No. 100 (Assignee) for pipelines and facilities and recorded among the Real Property Records of King County, Washington, on May 7, 1958, under recording number 4899141. 3• Underground Utility Easement and the terms and conditions thereof granted to Puget Sound Power & Light Company, a Washington corporation for electric transmission, and/or distribution system together with all necessary or convenient al3purtenances affecting the South 10 feet of the West 10 feet of said premises and recorded among the Real Property Records of King County, Washington, on May 10, 1985, under recording number 8505100840. Said easement contains a covenant prohibiting structures over said easement or other activities which might endanger the underground system. 4• Easement condemned in King County Superior Court and the terms and conditions thereof in favor of the City of Federal Way for right-of-way for overhead utilities and utility poles affecting the Easter) y portion of said premises and recorded among the Real Property Records of King County, Washington, under Cause Number: 91-2-13980-6. 5. Exceptions and Reservations contained in Deed from Texaco Refining and Marketing Inc., a Delaware corporation, recorded on June 27, 2000, under recording number 20000627001737. Said Deed includes, among other conditions, the following. "The grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the property for exploration and producing purposes...." setbacks, if any, set forth in or delineated on said Plat of Vick 6. Covenants, conditions, restrictions, easements, notes, dedications and Addition recorded among the Plat Records of King County, Washington. 20091221000384.003 Exhibit B continued T Right to make necessary slopes for cuts or fits upon property herein described as granted in Deed to King County, recorded among the Real Property Records of King County, Washington, on April 9, 1968, under recording number 6330339. 8. Survey done by Terramark for the Matthews Company dated April 7, 2099, under Job No. 32664, disclosed the foiiowing matters: a. Chain link fence appurtenant to the Northerly adjoining property encroaches onto said premises up to a distance of 0.1 feet. b. Asphalt, curbing and planting areas appurtenant to said Premises extend into the adjoining public rights of way of 16`h Avenue South and 34$ Street South. 20091221000384.01( EXHIBIT C Right of First Refusal (a) If at any time during the period from the Effective date until the Termination Date (the "Brand Covenant Period"), Grantee or any Person owning the Premises (a "Premises Owner") (i) receives an acceptable bona fide offer to purchase or lease from a ready, willing, and able purchaser or lessee which Grantee or any Premises Owner desires to accept, or (ii) makes a bona fide offer to sell, lease or otherwise transfer to such a purchaser or lessee, all of Grantee's or any Premises Owner's right, title and interest in and to the Premises or any particular Premises, or any interest therein ("Offer"), Grantee or such Premises Owner shall provide written notice to Grantor, specifying the name and address of the buyer or lessee and the price and complete terms of the Offer, accompanied by Grantee's or any Premises Owner's affidavit that the proposed sale or lease transaction described in the Offer is in good faith. Grantor will then have the prior option to purchase or lease any of such Premises at the price and on the terms of the Offer, but subject to the terms provided below ("Right of First Refusal"). (b) Grantor shall provide written notice to Grantee or such Premises Owner, as applicable, of Grantor's election to exercise its Right of First Refusal within 30 days after Grantor receives such Person's written notice of the Offer. Within 20 days after the date of the notice provided to such Person of Grantor's election to exercise its Right of First Refusal, Grantor shall designate a title company and provide written notice to such Person of the same. Such Person shall deposit with the title company a recordable special warranty deed or lease, as applicable, to Grantor, in form satisfactory to Grantor, for the applicable Premises. Grantor shall deposit with the title company any earnest money required by the Offer. Promptly thereafter, such Person shall (or Grantor may), at Grantor's expense, order from the title company a report on title to (or leasehold interest in) the applicable Premises and a commitment for an owner's or lessee's (as applicable) policy of title insurance. Upon written notice from Grantor to such Person and the title company that title is acceptable, which notice shall not be later than the time set forth in the Offer, the title company shall deliver to Grantor the deed or lease executed by such Person, together with the owner's or lessee's (as applicable) policy of title insurance, against payment by Grantor of the purchase price (which shall include payment of any costs, fees, expenses, documentary, transfer and like taxes required to paid by Grantor), less any earnest money, as such allocation of costs, fees and expenses may be set forth in the Offer. Thereafter, the title company shall deliver to such Person the purchase price required by the Offer less the amount of any liens accepted by Grantor and less the amount of any and ail costs, fees, expenses, documentary, transfer and like taxes required to paid by such Person as set forth in the Offer. Taxes and rent will be prorated as of the date of delivery of the deed (or the assignment of lease, as applicable) from the title company to the Grantor. Upon receipt from Grantor of written notice that the title is not acceptable, Grantee or such Premises Owner, as applicable, shall use commercially reasonable efforts to cure such title objections by the closing, including, without limitation, insuring against or providing a bond or suitable escrow for, any lien or other encumbrance that represents a liquidated amount or sum of money. If such Person is unable to cure the title to Grantor's satisfaction, Grantor may elect not to purchase the applicable Premises, in which case the title company shall return the deed (or assignment of lease) to such Person, and the 20091221000384.01' earnest money to Grantor. If Grantor elects to not exercise its Right of First Refusal for any reason, Grantee or such Premises Owner, as applicable, may sell the applicable Premises under the terms described in the notice of the Offer provided to Grantor. Any proposed sale of any Premises under materially different terms than those described in such notice of the Offer is subject to the Right of First Refusal provisions described herein. For purposes of the preceding sentence, an extension of the closing date by not more than ninety (90) days, or a reduction in the purchase price by not more than three percent (3%) are examples of non -material changes to the Terms of the Offer. (c) The Right of First Refusal is not limited by any other rights Grantor has under the Branding Agreement or elsewhere, if any, to acquire the Premises. The Right of First Refusal runs with the land or leasehold interest, inures to the benefit of, and binds the respective successors in interest and assigns thereof. Grantor's failure to exercise its Right of First Refusal on any Premises is not a waiver of its right to a Right of First Refusal for any other Premises. The failure of Grantor to exercise the Right of First Refusal as to a Premises shall release that Premises from the Right of First Refusal from and after its conveyance. (d) The Right of First Refusal shall not apply to any lease or sublease by Grantee to any Third -Party or other Person operating a retail motor fuel facility at a Premises using the Brand, as defined in the Branding Agreement, pursuant to a written agreement with Grantee or any Affiliate of Grantee, provided, Grantee retains ownership and control of, and full contractual and regulatory responsibility for, the UST System throughout the term of the lease or sublease with such Third -Party or Person and Grantee complies with the provisions of Section 9.6 (Future Conveyances) of that certain Contribution and Sale Agreement, dated as of the 8th day of December, 2009 ("Contribution Agreement"), by and among Grantor, Grantee, and PacWest Energy, LLC. (e) The Right of First Refusal shall not apply to a transfer of Premises by operation of a partition action under the Limited Liability Company Agreement of PacWest Energy, LLC (the "LLC Agreement"), 20091221000386.00' AHer Recording Return To: PacWest Energy, LLC 3450 Commercial Court Meridian, Idaho 83642 200912210003fifi CHICAGO TITLE PAGE�-0et OF 01 i KINGtCOUNTY10WA9 This instrument Was Prepared By: E24223?7' Beverly J. Klug 12/21 /2009 10:27 as Agent for EQUILON ENTERPRISES LLC KING COUNTY, WA 2400 Two Houston Center SALE $10. 00 909 Fannin Street $0.00 PAGE-001 OF 001 Houston, TX 77010 Abbreviated Legal Description: Portion of Lots 21 & 22, Volume 45 of Plats, Page 27 Tax Parcel ID No.: 889700-0115-01 BARGAIN AND SALE DEED THIS BARGAIN AND SALE DEED ("Deed"), dated to be effective December 8, 2009 ("Effective Date", is by and between JACKSONS FOOD STORES, INC., a Nevada-Ife ked li'abikty16rrul��, riff ices at 3450 Commercial Court, Meridian, Idaho 83642 (herein called "Grantor"), and PACWEST ENERGY, LLC, a Delaware limited liability company with offices located at 3450 Commercial Court, Meridian, Idaho 83642 (herein called "Grantee"), pursuant to that certain Contribution and Sale Agreement, dated as of the 8th day of December, 2009 ("Agreement"), by and between Grantor and Grantee. WITNESSETH: For and in consideration of the sum of $1,017,503, and the mutual covenants set forth in the Agreement, the receipt and sufficiency of which are hereby acknowledged, Grantor does hereby GRANT, BARGAIN, SELL, CONVEY and RELEASE unto Grantee its successors and assigns forever, all of Grantor's right, title and interest, if any, in and to the Premises more particularly described in "Exhibit A" attached hereto and made a part hereof (the "Premises"), together with any buildings, fixtures and improvements owned by Grantor and located thereon. Together with all right, title and interest, if any, of Grantor in and to any streets and roads abutting the Premises to the center lines thereof, plus all the estate and rights of Grantor in and to any easements, rights, privileges, appurtenances and other hereditaments appurtenant to the Premises; Grantor expressly SAVES, RETAINS, RESERVES and EXCEPTS from this conveyance unto itself and its successors and assigns, all right, title and interest, if any, in and to any oil, gas, and other minerals (including, without limitation, helium, lignite, sulfur, phosphate and other solid, liquid and gaseous substances), regardless of the nature thereof and whether similar or dissimilar but only to the extent any of the foregoing is in its natural state and natural location and not subject to the dominion and control of any person, and, upon thirty (30) days prior Cost Center * 120698 ` { ! , ^ r_r_O TTTLE U w. ) Address: 1520 348th S., Federal Way, WA QV 20091221000386.00: written notice to Grantee, the right to explore for, develop and produce same, as well as the right to lease such portion of the Premises hereby reserved for such purposes, and all mineral and royalty rights whatsoever in, on, under and pertaining to the Premises; but Grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the Premises for exploration and producing purposes, except with respect to (i) current activities at and any existing contractual or leasehold rights granted to third parties and (ii) any additional activities which have been consented to in writing by Grantee, whose consent shall not be unreasonably withheld. Except as set forth in the preceding sentence, any oil and gas drilling operations, shall be conducted by means of wells, the surface locations of which are on other lands and which may be drilled into and bottomed in or under the Premises. Grantor shall exercise its rights under the foregoing mineral, oil and gas reservation so as not to disturb any improvements, installations, petroleum or other products contained in such improvements or installments or surface activities on the Premises. Grantor is to receive and retain all bonuses, rentals and royalties payable under any such mineral, oil and gas lease or leases. Grantor may assign, transfer, sell or convey such oil, gas and mineral reservation to any person, corporation, partnership or other entity. This conveyance is made by Grantor and accepted by Grantee SUBJECT TO all reservations, exceptions, restrictions, easements, encumbrances, rights of way, ad valorem taxes, zoning regulations, other matters of record as of the date of this Deed affecting same and the items set forth on "Exhibit B", to the extent that the same are currently valid and enforceable against the Premises. TO HAVE AND TO HOLD the Premises unto Grantee, its successors and assigns in fee simple forever; but: IN ADDITION TO THE FOREGOING, Grantor grants the Premises to Grantee subject to the following covenants and restrictions: I. From and after the Effective Date until December 31, 2031, or a market withdrawal by Equilon Enterprises LLC ("Equilon") affecting the Premises, as defined by the Petroleum Marketing Practices Act, 15 U.S.C. § 2802(b)(2)(E), whichever is earlier ("Termination Date"), if motor fuel is stored, advertised or sold at or from the Premises, the motor fuel stored, advertised or sold shall be sold under the "Shell" trademark ("Brand Covenant"), all as more fully set forth in that certain Branding and Product Purchase Commitment Agreement dated as of the Effective Date, by and between Grantor and Grantee ("Branding Agreement"). The Brand Covenant shall expire automatically on the Termination Date without need for filing a release, or other action of either Grantor or Grantee. The Premises and every portion thereof shall be improved, held, used, occupied, leased, sold, hypothecated, encumbered and conveyed subject to the Brand Covenant. The Brand Covenant and the remedies for breach thereof, as provided in the Branding Agreement, shall run with the land, and pass with each and every portion of the Premises, and shall apply to and bind the respective successors, assigns and transferees and subsequent owners in interest thereof. The Brand Covenant is imposed upon the entire Premises. Breach of the Brand Covenant shall not divest Grantee or any successor or assign of Grantee from title to the Premises. 20091221000386.00: Grantee agrees to include the Brand Covenant in any conveyance or assignment of the Premises to a successor grantee prior to the Termination Date and, as a condition of any conveyance of the Premises, to require successor grantees to enter into an agreement assuming all obligations of Grantee under the Branding Agreement. 2. Unless the Premises is a "Released Premises", as defined in the Branding Agreement, until the Termination Date, Equilon and its successors and assigns retain a right of first refusal to purchase the Premises, pursuant to the terms of the Branding and Product Purchase Commitment Agreement dated as of the Effective Date ("Right of First Refusal"). The Right of First Refusal shall expire automatically on the Termination Date, without need for filing a release, or other action of either Grantor or Grantee. The terms of the Right of First Refusal are set forth on "Exhibit C". 3. Grantee has granted a right of access to Equilon pursuant to the terms of an Access Agreement dated as of the Effective Date, which is being recorded on the same day as this instrument. 4. Grantee covenants and agrees that: (a) No groundwater shall be taken for any use from the Premises, and Grantee further covenants and agrees that it shall not install, and shall prevent any subsequent purchaser or permitted assignee of the Premises from installing, any well or other tank, pump or related equipment for the use or storage of potable water at the Premises. Nothing herein shall prevent the use or supply of any state, county, or municipal water used, applied or consumed at the Premises; (b) The Premises shall be used only for commercial uses, and Grantee further covenants and agrees that it shall not improve or use, and shall prohibit any subsequent purchaser or permitted assignee of the Premises from using or improving, the Premises for residential purposes (including multi -family residential uses), or for any hospital, elder care or day care center, or for a park or playground; (c) If contaminated soil is present under a structure or cap, Grantee shall not alter, modify, or remove the existing structure(s) on the Premises in any manner, or conduct any activity in the capped areas of the Premises, that may result in the release or exposure to the environment of any contaminated soil, or create a new exposure pathway, without prior written approval of Grantor and the State of Washington Department of Ecology. Some examples of activities that are prohibited in the capped areas include: drilling, digging, placement of any objects or use of any equipment which deforms or stresses the surface beyond its load bearing capability, piercing the surface with a rod, spike or similar item, bulldozing or earthwork; (d) Each of these covenants shall run with the Premises, and pass with each and every portion of the Premises, and shall apply to and bind the respective successors in interest thereof, 20091221000386.001 NOTWITHSTANDING ANYTHING CONTAINED HEREIN TO THE CONTRARY, BUT SUBJECT TO THE TERMS OF THE CONTRIBUTION AGREEMENT, GRANTEE ACKNOWLEDGES, UNDERSTANDS AND AGREES THAT GRANTEE HAS BEEN GIVEN THE OPPORTUNITY TO MAKE FULL AND COMPLETE INSPECTIONS OF THE PREMISES TO GRANTEE'S SATISFACTION PRIOR TO THE EFFECTIVE DATE HEREOF AND THAT, AS OF THE EFFECTIVE DATE HEREOF, GRANTEE IS RELYING SOLELY ON GRANTEE'S OWN INVESTIGATIONS OF THE PREMISES AND NOT ON ANY INFORMATION PROVIDED OR TO BE PROVIDED BY GRANTOR, OR ANY AGENT, REPRESENTATIVE OR OTHER PARTY ACTING ON BEHALF OF GRANTOR. IT 1S THE UNDERSTANDING AND INTENTION OF THE PARTIES THAT THE SALE OF THE PREMISES FROM GRANTOR TO GRANTEE IS MADE ON AN "AS IS, WHERE IS" BASIS AND WITH ALL FAULTS. GRANTEE ACKNOWLEDGES THAT, EXCEPT AS SET FORTH HEREIN, GRANTOR HAS NOT MADE, DOES NOT MAKE AND SPECIFICALLY NEGATES AND DISCLAIMS ANY REPRESENTATIONS, WARRANTIES, PROMISES, AGREEMENTS OR GUARANTIES OF ANY KIND OR CHARACTER WHATSOEVER, EXPRESS OR IMPLIED, ORAL OR WRITTEN, RELATING TO, CONCERNING OR WITH RESPECT TO (A) THE VALUE, NATURE, QUALITY OR PRESENT OR FUTURE CONDITION OF THE ASSETS, INCLUDING WITHOUT LIMITATION THE PREMISES, (B) THE COMPLIANCE OF, OR BY, THE PREMISES WITH ANY LAWS OF ANY APPLICABLE GOVERNMENTAL ENTITY, (C) THE LIABILITY, MERCHANTABILITY, MARKETABILITY, OR PROFITABILITY, SUITABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE OF THE PREMISES, INCLUDING WITHOUT LIMITATION THE ASSETS THEREON, OR (D) ANY OTHER MATTER WITH RESPECT TO THE ASSETS. GRANTEE REPRESENTS TO GRANTOR THAT GRANTEE IS RELYING, HAS RELIED AND SHALL IN THE FUTURE RELY SOLELY UPON ITS OWN INVESTIGATIONS, INSPECTIONS AND STUDIES OF THE PREMISES, AND NOT ON ANY INFORMATION PROVIDED OR TO BE PROVIDED BY GRANTOR, GRANTOR'S AGENTS OR CONTRACTORS OR OTHERWISE GENERATED FROM THIRD PARTY SOURCES. GRANTOR SHALL NOT BE LIABLE OR BOUND IN ANY MANNER BY ANY VERBAL OR WRITTEN STATEMENT, REPRESENTATION OR INFORMATION PERTAINING TO THE PREMISES OR THE OPERATION THEREOF FURNISHED BY ANY PARTY PURPORTING TO ACT ON BEHALF OF GRANTOR, INCLUDING, WITHOUT LIMITATION, ANY AGENT, BROKER OR SALESPERSON. GRANTEE ACKNOWLEDGES THAT THE PURCHASE PRICE HAS BEEN SPECIFICALLY NEGOTIATED AND ADJUSTED TO TAKE INTO ACCOUNT THE AS -IS NATURE OF THIS SALE AND THE DISCLAIMERS AND WAIVER OF REPRESENTATIONS AND WARRANTIES AS STATED HEREIN. SUBJECT to the foregoing, Grantor covenants with Grantee that Grantor will warrant specially the Premises herein conveyed and defend title to the Premises against the lawful claims of all persons claiming by, through, or under Grantor, but not otherwise, provided, that this conveyance and the special warranty made by Grantor contained herein are subject to the matters contained herein and any and all matters of record as of the date of recording. The preceding sentence is for the benefit of Grantee and the parties now or hereafter constituting Grantee and may not be relied on or enforced by any other entity, including, without limitation, any direct or 20091221000386.00! remote successor in title to Grantee or any title insurer of Grantee or its direct or remote successors in title, by way of subrogation or otherwise. IN WITNESS WHEREOF, Grantor has caused this Deed to be duly executed on the day and year first above written. "GRANTOR" Ze: S FOOD STORES, INC. C John D. Jackson Title Chief Executive Officer STATE OF IDAHO ) SS. COUNTY OF ADA ) The within and foregoing instrument was acknowledged before me this day of December, 2009, by John D. Jackson, the Chief Executive Officer of Jacksons Foo Stores, Inc., a Nevada limited liability company, on behalf of said corporation. Witness my hand and official seal. My commission expires: *'r��TARV- �^PUBLIC Printed Name: I��' � y lea 2jjr" e 0 sI A T V, D +J�•s•ssssssazi++' 4+,'�. 20091221000386.00f ACKNOWLEDGED, ACCEPTED AND AGREED TO THIS DAY OF �x, , 2009: "GRANTEE" PACWEST ENERGY, LLC By: Ja Food Stores, Inc., a Nevada corporation, its Manager By N c: John D. Jac Title: Chief Executive Officer Date: December _:I _, 2009 STATE OF IDAHO ) SS. COUNTY OF ADA ) On this day of December, 2009, before me, a Notary Public in and for said State, personally appeared John D. Jacksons, known or identified to me to be the Chief Executive Officer of Jacksons Food Stores, Inc., a Nevada corporation, the manager of PacWest Energy, LLC, a Delaware limited liability company, and the manager who subscribed said company name to the foregoing instrument, and acknowledged to me that he executed the within instrument on behalf of said corporation, and that such corporation executed the same in said company name. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. r ,x2 atarylic for Id /Z /0 Al F / 10 Residi at Boise, I o U - • z ; My commission expires ■ ''+., $TAIL-- +'' 20091221000386.001 EXHIBIT "A" Legal Description Tax Parcel: 880700-0115-01 THE EAST 62.85 FEET OF LOT 21 AND ALL OF LOT 22, VICK ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS, PAGE(S) 27, IN KING COUNTY, WASHINGTON; EXCEPT THE EASTERLY 12 FEET OF SAID LOT 22; TOGETHER WITH A COMMON USE EASEMENT FOR INGRESS AND EGRESS DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE HEREINABOVE DESCRIBED TRACT AND RUNNING THENCE WEST IN A PROJECTION OF THE SOUTH LINE OF SAID TRACT A DISTANCE OF 25 FEET; THENCE NORTHEASTERLY TO A POINT ON THE WEST LINE OF THE HEREINABOVE DESCRIBED TRACT WHICH LIES 25 FEET NORTH OF THE POINT OF BEGINNING; THENCE SOUTH ALONG SAID WEST LINE 25 FEET TO THE POINT OF BEGINNING. CC# 120698 1520 348th South Federal Way, WA 20091221000386.001 Exhibit IS Permitted Encumbrances CC# 120698 1520 348F" STREET SOUTH FEDERAL WAY, WASHINGTON . The lien for real property taxes for the year 2009, and any liens for special assessments which as of the date hereof, are not due and payable. 2• Easement and the terms and conditions thereof granted to King County, Water District No. 100 (Assignee) for pipelines and facilities and recorded among the Real Property Records of King County, Washington, on May 7, 1958, under recording number 489-9141. 3. Underground Utility Easement and the terms and conditions thereof granted to Puget Sound Power & Light Company, a Washington corporation for electric transmission and/or distribution system together with all necessary or convenient appurtenances affecting the South 10 feet of the West 10 feet of said premises and recorded among the Real Property Records of King County, Washington, on May 10, 1985, under recording number 8505100840. Said easement contains a covenant prohibiting structures over said easement or other activities which might endanger the underground system. 4• Easement condemned in King County Superior Court and the terms and conditions thereof in favor of the City of Federal Way for right-of-way for overhead utilities and utility poles affecting the Easter/ y Portion of said premises and recorded among the Real Property Records of King County, Washington, under Cause Number: 91-2-13980-6. 5. Exceptions and Reservations contained in Deed from Texaco Refining and Marketing Inc., a Delaware corporation, recorded on June 27, 2000, under recording number 20000627001737. Said Deed includes, among other conditions, the following: "The grantor, its successors and assigns, shall have no right to use, or right of ingress to or egress from any part of the surface of the property for exploration and producing Purposes .... ° 6. Covenants, conditions, restrictions, easements, notes, dedications and setbacks, if any, set forth in or delineated on said Plat of Vick Addition recorded among the Plat Records of King County, Washington. 20091221000386.00! n it n Exhibit B continued 7. Right to make necessary slopes for cuts or fills upon property herein described as granted in Deed to King County, recorded among the Real Property Records of King County, Washington, on April 9, 1968, under recording number 6330339. 8. Survey done by Terramark for the Matthews Company dated April 7, 2009, under Job No. 32664, disclosed the fallowing matters: a. Chain link fence appurtenant to the Northerly adjoining property encroaches onto said premises up to a distance of 0.1 feet. b. Asphalt, curbing and planking areas a premises extend into the adjoiningppurtenant to said Avenue South and 3481" Street Souuth public rights of way of 16 20091221000386.01( EXH-- l Right of First Refusal (a) If at any time during the period from the Effective date until the Termination Date (the "Brand Covenant Period"), Grantee or any Person owning the Premises (a "Premises Owner") N receives an acceptable bona fide ourchase or lease from a ready, willing, and able ffer to ppurchaser or lessee which Grantee or any Premises Owner desires to accept, or (4) makes a bona fide offer to sell lease or otherwise transfer to such a purchaser or lessee, all of Grantee's or any Premises Owner's right, title and interest in and to the Premises or any particular Premises, or any interest therein ("Offer"), Grantee or such Premises Owner shall provide written notice to Equilon specifying the name and address of the buyer or lessee and the price and complete terms of the Offer, accompanied by Grantee's or any Premises Owner's affidavit that the proposed sale or lease transaction described in the Offer is in good faith. Equilon will then have the prior option to purchase or lease any of such Premises at the price and on the terms of the Offer, but subject to the terms provided below {"Ri ht of Firs# Refusal"y. M Equilon shall provide written notice to Grantee or such Premises Owner, as applicable, of Equilon's election to exercise its Right of First Refusal within 30 days after Equifon receives such Person's written notice of the Offer. Within 20 days after the date of the notice provided to such Person of Equilon's election to exercise its Right of First Refusal, Equilon shall designate a title company and provide written notice to such Person of the same. Such Person shall deposit with the title company a recordable special warranty deed or lease, as applicable, to Equilon, in form satisfactory to Equilon, for the applicable Premises. Equilon shall deposit with the title company any earnest money required by the Offer. Promptly thereafter, such Person shall (or Equilon may), at Equilon's expense, order from the title company a report on title to (or leasehold interest in) the applicable Premises and a commitment for an owner's or lessee's (as applicable) policy of title insurance. Upon written notice from Equilon to such Person and the title company that title is acceptable, which notice shall not be later than the time set forth in the Offer, the title company shall deliver to Equilon the deed or lease executed by such Person, together with the owner's or lessee's (as applicable) policy of title insurance, against payment by Equilon of the purchase price (which shall include payment of any costs, fees, expenses, documentary, transfer and like taxes required to paid by Equilon), less any earnest money, as such allocation of costs, fees and expenses may be set forth in the Offer. Thereafter, the title company shall deliver to such Person the purchase price required by the Offer less the amount of any bens accepted by Equilon and less the amount of any and all costs, fees, expenses, documentary, transfer and like taxes required to paid by such Person as set forth in the Offer. Taxes and rent will be prorated as of the date of delivery of the deed (or the assignment of lease, as applicable) from the title company to the Equilon Upon receipt from Equilon of written notice that the title is not acceptable, Grantee or such Premises Owner, as applicable, shall use commercially reasonable efforts to cure such title objections by the closing, including, without limitation, insuring against or providing a bond or suitable escrow for, any lien or other encumbrance that represents a liquidated amount or sum of money, if such Person is unable to cure the title to Equilon's satisfaction, Equilon may elect not to purchase the applicable Premises, in which case the title company shall return the deed (or assignment of lease) to such Person, and the 20091221000386.01' earnest money to Equilon. If Equilon elects to not exercise its Right of First Refusal for any reason, Grantee or such Premises Owner, as applicable, may sell the applicable Premises under the terms described in the notice of the Offer provided to Equilon. Any proposed sale of any Premises under materially different terms than those described in such notice of the Offer is subject to the Right of First Refusal provisions described herein. For purposes of the preceding sentence, an extension of the closing date by not more than ninety (90) days, or a reduction in the purchase price by not more than three percent (3%) are examples of non -material changes to the Term s of the Offer. (c) The Right of First Refusal is not limited by any other rights Equilon has under the Branding Agreement or elsewhere, if any, to acquire the Premises. The Right of First Refusal runs with the land or leasehold interest, inures to the benefit of, and binds the respective successors in interest and assigns thereof. Equilon's failure to exercise its Right of First Refusal on any Premises is not a waiver of its right to a Right of First Refusal for any other Premises. The failure of Equilon to exercise the Right of First Refusal as to a Premises shall release that Premises from the Right of First Refusal from and after its conveyance. (d) The Right of First Refusal shall not apply to any lease or sublease by Grantee to any Third -Party or other Person operating a retail motor fuel facility at a Premises using the Brand, as defined in the Branding Agreement, pursuant to a written agreement with Grantee or any Affiliate of Grantee, rovided, Grantee retains ownership and control of, and full contractual and regulatory responsibility for, the UST System throughout the term of the tease or sublease with such Third -Party or Person and Grantee complies with the provisions of Section 9-6 (Future Conveyances) of the Agreement. (e) The Right of First Refusal shall not apply to a transfer of Premises by operation of a partition action under the Limited Liability Company Agreement of PacWest Energy, LLC (the "LLC Agreement") 20091221000385.00' This instrument prepared by, and when recorded, return to: Beverly J. Klug as Agent for EQUILON ENTERPRISES LLC 2400 Two Houston Center 909 Fannin Street Houston, TX 77010 CC# 120698 ! 20091221000385 CHICAGO TITLE AG 67-0e PAGE-001 4F 805 12/23/2089 10.39 KING COUNTY, WA ACCESS AGREEMENT This Access Agreement ("Agreement"), dated as of the 8th day of December, 2009, is by and between Equilon Enterprises, LLC, a Delaware limited liability company doing business as Shell Oil Products US ("SelleY ), with a place of business at 700 Milam Street, Office 2069A, Houston, Texas 77002 and JACKSONS FOOD STORES, INC., a Nevada corporation ("Buhr"), with a place of business at 3450 Commercial Court, Meridian, Idaho 83642. RECITALS WHEREAS, Seller and Buyer, are parties to that certain Asset Purchase and Sale Agreement dated as of the 7th day of December, 2009 (the "Purchase Agreement"), pursuant to which Setter has agreed to transfer to Buyer and Buyer has agreed to accept from Seller, all of Seller's right, title and interest in and to the Assets, including without limitation the Purchased Premises described on Exhibit A hereto (the "Premises"); and WHEREAS, in accordance with the Purchase Agreement, Seller may require access to the Premises in connection with certain post -closing activities contemplated or required by the terms of the Purchase Agreement; NOW, THEREFORE, in exchange for the mutual promises and considerations stated herein and in the Purchase Agreement and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Seller and Buyer agree as follows: ARTICLE 1. DEFINITIONS AND PROCEDURES 1.1 Definitions and Procedures. Unless defined in this Agreement or the context shall otherwise require, terms used and not defined herein shall have the meanings set forth in Schedule A to the Purchase Agreement, and unless otherwise provided in this Agreement, all rules as to usage and procedural conventions set forth in Schedule B to the Purchase Agreement shall govern this Agreement. ► l ,,2 CNICAGO 7TTLE Ii:s. CO 47 '1.7 Address: 1520 348th S., Federal Way, WA 20091221000385.00: ARTICLE 2. GRANT OF LICENSE; REMEDIATION 2.1 Grant of License. (a) Buyer, as owner or tenant of the Premises, hereby grants a nonexclusive irrevocable license from the date of this Agreement to Seller, its employees, authorized agents and contractors, to enter the Premises to perform any and all post Closing activities contemplated by Section 4.6 (Removal of UST Systems), Section 9.6 (Future Conveyances/ Leases), Section 9.8 (Conversion Date for Premises), Article 12 (Environmental Indemnification) and Article 13 (Cooperation and Performance of Environmental Remediation and Indemnification) of the Purchase Agreement, which activities include, but are not limited to, tank removal or closure activities, remediation activities, and engineering or environmental studies, tests, survey, appraisals or inspections. (b) This Agreement is intended and shall be construed only as a temporary license and is not intended to be a grant of an easement or any other interest in the Premises. 2.2 Exercise of License. In exercising its rights under this Agreement, SOPUS agrees that, to the extent practicable, SOPUS will conduct all activities on the Premises in a commercially reasonable manner. SOPUS shall use its reasonable efforts to give Buyer prior notice of any activity at the Premises involving any excavation or activity that obstructs access to the Premises. ARTICLE 3. COVENANTS 3.1 Assionment, Successor and Assigns. Provided that this Agreement has not otherwise terminated as set forth in Section 4.1, in the event Buyer's interest in the Premises is conveyed, transferred or in any way assigned in whole or in part to any other person or entity, whether by contract, operation of law or otherwise, Buyer shall (a) provide prior written notice to Seller of such conveyance or transfer; and (b) comply with the provisions of Section 9.6 of the Purchase Agreement (Future Conveyances/Leases). ARTICLE 4. TERMINATION 4.1 Termination. This Agreement shall automatically terminate, without any further action of either Seller or Buyer, upon the later to occur of (a) termination of Seller's rights and obligations under Section 4.6 of the Purchase Agreement (Removal of UST Systems) or (b) termination of Seller's obligation, if any, to indemnify Buyer or perform Remediation pursuant to Article 12 (Environmental Indemnification) and/or Article 13 (Cooperation and Performance of Environmental Remediation and Indemnification) of the Purchase Agreement. ARTICLE 5. INDEMNITIES 5.1 Indemnification. This Agreement is delivered pursuant to the Purchase Agreement and is subject to the provisions, including, without limitation, provisions relating to -2- 20091221000385.0M indemnification by Seller and by Buyer, and the limitations in respect of such indemnification set forth therein. ARTICLE 6. MISCELLANEOUS 6.1 Disoute Resolution. All disputes between Seller and Buyer arising out of, relating to, or in connection with this Agreement, including, without limitation, any Claim or question relating to this Agreement's negotiation, performance, non-performance, interpretation or termination or the relationship between Seller and Buyer contemplated or established by this Agreement, shall be referred to and finally resolved pursuant to the dispute resolution provisions of Schedule B of the Purchase Agreement. This Section 6.1 shall survive indefinitely. 6.2 Notice. Any notice, consent, request, report, demand, or other document required to be given to one Party by the other shall be in writing and be delivered to or mailed to the receiving Party at its address and in the manner set forth in the Purchase Agreement. 6.3 Environmental Investigation anRemgdiation. Buyer agrees that Seller is under no obligation to Buyer to remedy or respond to any Environmental Condition at the Premises for which Seller is not responsible under the Purchase Agreement. Seller and Buyer agree that no provision of this Agreement shall expand Sellers obligations to respond to Environmental Conditions not specifically identified in the Purchase Agreement and shall not be construed to be an admission of liability, wrongdoing or violation of any Law by Seller or Buyer or their predecessors, successors or permitted assigns. 6.4 Governing Law. This Agreement shall be construed in accordance with the internal laws of the State of Delaware. 2063181.1 [SIGNATURES APPEAR ON FOLLOWING PAGE] -3- 20091221000386.00, IN WITNESS WHEREOF, the Parties have executed this Agreement to be effective as Of the date set forth above. SELLER SHELL OIL PRODUCTS US By: Name: David N. Burrow Title: Manager, Portfolio & Alliances US State of Texas § County of Harris § The foregoing instrument was acknowledged before me this D� `' 2009, by David N, Burrow who is the Manager, Portfolio & Alliances U5 of I~quilanf P December. pr s 5 L.LC, a Delaware limited liability company doing business as Shell oil Products US, and that said instrument was signed on behalf of said limited liability company, Witness my hand and official seal. PE NorARSUR�ESdN i*i� Sigp. CI' ra yLic co' m' EXPIRES 0I£x4S 12.2a r l 9 MY commission expir G� NOTARY PUBLIC Print Name: -4- 20091221000385.00 BUYER JACK;On OD STORES, INC. By: Name: D. Jackson Title: Chief Executive Officer State of Idaho § County of Ada § The foregoing instrument was acknowledged before me this 2 day of 2009, by John D. Jackson who is the Chief Executive officer Of Jackso food Stores, ecember, Nevada corporation, and that said instrument was signed on behalf of said corporation. Inc., a Witness my hand and official seal. MY commission expires: 1'2, e TARY PUBLIC Print Name: Q -5- 20091221000385.001 l 1 l fi EXHIBIT "A" Legal Description Tax Parcel: 889700-011.-01 ^Rr EAS^ b�.85 =ErT 0- LOT 2, �I"; "- -�i - `--EFRE'0; R_C::RC£ 27, - l�=!;• 22• •r" OF c::iIS EASTERLY FEE? LOT 2 TOLE -HER WITH A COp1�10N FOLLOvIg ; USE EASEMENT FOR INGRESS AND EGRESS [•Ejr , � - 'RIBEAS BEGINNING AT TPE SOUTHWEST CORNER 'AND RU\L'NIN., THEN;-.- :1E5T OF T IN PROJECTION "HE A. ROJE•_TION - E HWREIPIAE30VE DESCRFr7.l~D TRACT A E:374ANCE ^¢ 2c c EE3; OF 7HE SOUTH ,E L= v_ OF SAIL` ,•,.R_ TRH^_T '=RaCI' ry �� -.-.� �i THE _.... __ 25 FEE. ti;ORT WEST L= '= - �- `?= SOUTH AL0 SAID :iri y %-IDS: T":E �FEET `J` N3 Fv-`- C' . E�TD7:::. =, T^mRu: u T 7 POIM1;' 7; CC# 120698 1520 348th South Federal Way. WA im i 4. - - t—l-Y vi nne insurance is expressly modified by endorsement ffany, thein nCom adjc -- 'IW �lfr�J la d Company does not insure dimensions, distancs and es, ocation of easements, acreagrvey of e or on a matters shown thereon. 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CO U 1 ro 1 UaLh2 y+7 Lam' v aA 3y �� -0 C� I = 3 a nv ., `CL .9 Sad d ,�1 �cv°r r.- Jsq rati9d avw yL 11 yya l� Cvyry _ a° �.^} ^!or VX❑ G��d V ° liry rafigh Id }'Jp' rAtl0] Sd �p 0.ie �ad1 z� J ��abCdU 1�,,�Pd °A or 1- G N.- > C L h a� d . O d 0 I r� L tl W •+d CY 7 Z } u• r m •F 6Si] aaaG=Ud� W Q b'vSaa .yd+'es� tl���['�t7 rNahr7 as W-Z [i{ d0�+dl Z nax R ail I' wr:3K" ° 3 0OP arl> ca$oadi� 3 W LZA a C 6 Wr r^ ✓,A�G3dgl-q C p C Y - W OOgY �Pr� Ir -q� ii .gLCV �0 �4nup4 i �nR=opb.�d gLLa+l] .. Cj�0;_ d-a.aa0 s maplplat is beleg furs€shed as an aid in locatin g the herein described Land In relation to ad he extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances, location of easeme ja€n€oe snot ins• natural dimensions, ds and other land, and is not a survey of the land r ma tads Excepf -� thereon. nts, acreage or other matters shown C,HAV m F o z ,,AAV rNc ENG��� TECHNICAL INFORMATION REPORT Jacksons Food Store No. E36 1520 South 348th Street Federal Way, WA 98003 Prepared for: Jacksons Food Stores 3450 East Commercial Court Meridian, ID 83642 October 24, 2017 Our Job No. 17764 RESU13NJITTED 10/24/2017 Crry OF FEDERAL WAY COy? UNITY DP: VENT CIVIL ENGINEERING, LAND PLANNING, SURVEYING 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA ♦ KLAMATH FALLS, OR ♦ LONG BEACH, CA ♦ ROSEVILLE, CA ♦ SAN DIEGO, CA www-barghausen.com pi1 TABLE OF CONTENTS 1.0 PROJECT OVERVIEW Figure 1 — Technical Information Report (TIR) Worksheet TDA Figure 2 — Vicinity Map Figure 3 — Soils Figure 4 — FEMA Map 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Core Requirements - West Threshold Discharge Area 2.2 Analysis of the Special Requirements - West Threshold Discharge Area 2.3 Analysis of the Core Requirements - East Threshold Discharge Area 2.4 Analysis of the Special Requirements - East Threshold Discharge Area 3.0 OFF -SITE ANALYSIS Task 1 Study Area Definition and Maps Task 2 Resource Review Task 3 Field inspection Task 4 Drainage System Description and Problem Descriptions Figure 5 — Downstream Drainage Map Figure 6 — Hylebos Creek Basin Reconnaissance Report Figure 7 — Off -site Analysis Drainage System Table 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology B. Developed Site Hydrology C. Performance Standards D. Flow Control System E. Water Quality System 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6.0 SPECIAL REPORTS AND STUDIES 7.0 OTHER PERMITS 8.0 EROSION SEDIMENT CONTROL ANALYSIS AND DESIGN 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10.0 OPERATIONS AND MAINTENANCE MANUAL 17764.002.doc Figure 1 Technical Information Report (TIR) Worksheet KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Jacksons Food Stores Phone 208 954-2084 Address 3450 East Commercial Court Meridian IQ 83fi42 Project Engineer Chris Jensen. P -P. Company gar hausen Consuitin En ineers. Inc. Phone 425 251-6222 Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Jacksons Food Store No. 636 DPER Permit # Location Township 21 N Range 4E Section 20 Site Address 1520 S. 348th Street Federal Wa _ WA D8003 Part 4 OTHER REVIEWS AND PERMITS Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse (e.g., Subdivision /Short Subd. / UPD) ❑ DFW HPA ❑ Shoreline Management ® Building (e.g., M/F /Commercial / SFR) ❑ COE 404 ❑ Structural ❑ Clearing and Grading ❑ DOE Dam Safety RockeryNault/ ❑ Right -of -Way Use ❑ FEMA Floodplain ❑ ESA Section 7 ❑ COE Wetlands ❑ Other ❑ Other Part 5 PLAN AND REPORT INFORMATION Site Improvement Plan (Engr. Plans) Technical InforIL: Type of Drainage ReviewPlan Type (check ®Full ❑ Modified (check one): one): ect ❑Simplified Date (include revision 10-11-17 Date (include revision dates): 10-19-17 dates): TBD Date of Final: Date of Final: Part 6 SWDM ADJUSTMENT APPROVALS Type (circle one): Standard / Experimental / Blanket Description: (include conditions in TIR Section 2) Approved Adjustment No. Date of Approval: 4/24/2016 2016 Surface Water Design Manual 1 17764.003.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: ©e / No Start Date: TBD Completion Date: TBD Describe: Re: KCSWDM Adjustment No.: Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : Special District Overlays: Drainage Basin: Hylebos Creek Basin Stormwater Requirements: Conservation Flow Control Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream ❑ Lake ❑ Wetlands ❑ Closed Depression ❑ Floodplain ❑ Other Part 10 SOILS Soil Type Everett-Aiderwood Grayel� Sandy Loams ❑ High Groundwater Table (within 5 feet) ❑ Other I ❑ Additional Sheets Attached Slopes 6-15 ❑ Steep Slope ❑ Erosion Hazard ❑ Landslide Hazard ❑ Coal Mine Hazard ❑ Seismic Hazard ❑ Habitat Protection El ❑ Sole Source Aquifer ❑ Seeps/Springs Erosion Potential 2016 Surface Water Design Manual 4/24/2016 2 17764.003.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET I Part 11 DRAINAGE DESIGN LIMITATIONS I REFERENCE LIMITATION / SITE CONSTRAINT ® Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas ® SEPA ❑ LID Infeasibility ❑ Other r■1 ❑ Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: 1.01 (name or description) Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: 1 Offsite Analysis Level: 0 / 2 / 3 dated: 10-19-17 Flow Control (include facility Level: 1 / 02 / 3 or Exemption Number summary sheet) Flow Control BMPs Rain garden Conveyance System Spill containment located at: TBD Erosion and Sediment Control / CSWPP/CESCL/ESC Site Supervisor: TBD Construction Stormwater Contact Phone: TBD Pollution Prevention After Hours Phone: TBD Maintenance and Operation Responsibility (circle one): Privat / Public If Private, Maintenance Log Required: ©/ No Financial Guarantees and Provided: Yes / No Liability Water Quality (include facility Type (circle one): Basic / Sens. Lake / Enhanced Basicm / Bog summary sheet) or Exemption No. Landscape Management Plan: ©/ No Special Requirements (as applicable) Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. / Non Requirements Name: Flood plain/Floodway Delineation Type (circle one): Major / Minor / Exemption / Non 100-year Base Blood Elevation (or range): Datum: Flood Protection Facilities Describe: None 2016 Surface Water Design Manual 4/24/2016 3 17764.003.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Source Control Describe land use: Commercial (commercial / industrial land use) Describe any structural controls: Oil Water Separator Oil Control High -use Site: ®e / No Treatment BMP: Oil Water Separator Maintenance Agreement: Yes / No with whom? 10ther Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ® Clearing Limits ❑ Stabilize Exposed Surfaces ❑ Cover Measures ® Remove and Restore Temporary ESC Facilities ® Perimeter Protection ® Clean and remove all silt and debris, ensure ❑ Traffic Area Stabilization operation of Permanent Facilities, restore operation of Flow Control BMP Facilities as ® Sediment Retention necessary ❑ Surface Water Control ❑ Flag Limits of SAO and open space ❑ Dewatering Control preservation areas ❑ Dust Control ❑ Other ❑ Flow Control ❑ Protection of Flow Control BMP Facilities (existing and proposed) ❑ Maintain BMPs / Manage Project Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Qualitv Type/Description ® Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other Arc Chambers ❑ Vegetated Flowpath ❑ Wetpool ❑ Filtration ® Oil Control ❑ Spill Control ® Flow Control BMPs ❑ Other Oil Water Separator Rain -garden 2016 Surface Water Design Manual 4/24/2016 4 17764.003.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Cast in Place Vault ❑ Covenant ❑ Retaining Wall ❑ Native Growth Protection Covenant ❑ Rockery > 4' High ❑ Tract ❑ Structural on Steep Slope ® Other ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet W,%8 the attached Technical Information Report. To the best of my knowledge the information pro ed�e is accurate. October 24. 2017 2016 Surface Water Design Manual 4/24/2016 5 17764.003.doc Figure 2 Vicinity Map t Christian Faith Center LU m 5-340TH' 5T5 340iTH-ST-° _ K itts 0 y Corner y { :5'3415T--FL- — 5 34 TST Pt r 5 343RD ST aQ 5 344TH.51 5 344TH 5T Aw a h- - 4Z 41T /---SITE Yr:m__ r S-346TH ST= 18 -356TH 5T REFERENCE: Rand McNally (2017) Scale: Horizontal., N.T.S. Vertical: N/A &OAO 18215 72ND AVENUE SOUTH KENT, WA 98032 T , (425)251-6222 a (425)251-8782 a 2 �T`ti� CIVIL ENGINEERING, LAND PLANNING, eHoiN��w SURVEYING, ENVIRONMENTAL SERVICES y D C m 5 351ST ST S 3s fr ST 2;S-355TH FLS 35= rV S 351.TWST-- For.' Job Number Jacksons Food Store No. 636 17764 Federal Way, Washington Title: VICINITY MAP 07/05/17 I P:117000sll77641exhibillgraphicsl17764 vmap.cdr Figure 3 Soils REFERENCE: USDA, Natural Resources Conservation Service Scale: Horizontal: N.T.S. Vertical: N/A &14AU 18215 72ND AVENUE SOUTH 1T/t `�j� KENT, WA 98032 M, , x (425) 251-6222 Q' (425)251-8782 r 06, kk�1 0 CIVIL ENGINEERING, LAND PLANNING, 1"M4 [IIGOOJ p SURVEYING, ENVIRONMENTAL SERVICES LEGEND: EwC = Everett-Alderwood gravelly sandy loams, 6-15% slopes For: Jacksons Food Store No. 636 Federal Way, Washington Title: SOIL SURVEY MAP Job Number 17764 07105/171 P:117000s1177641exhibitlgraphicsl17764 soil.cdr Figure 4 FEMA Map )UTH v z LEGEND OTHER AREAS -� ZONE X Areas determined l0 6e outside 500-year Ooodplain 1 REFERENCE: Federal Emergency Management Agency (Portion of Map 53033C1250 F, May 1995) Scale: Horizontal: N.T.S. GHA0 Z4 00,0, i1O; �y Vertical: N/A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: Jacksons Food Store No. 636 Federal Way, Washington Title: FEMA MAP Job Number 17764 DATE: 07/05/17 I P:117000s1177641exhibitlgraphics117764 fema.cdr 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Core Requirements — West Threshold Discharge Area Core Requirement No. 1: Discharge at the Natural Location. Response: Runoff from the West TDA will be treated, detained, and discharged to the existing discharge location, an existing stormwater system within South 348th Street. Core Requirement No. 2: Off -Site Analysis. Response: An Off -Site Analysis has been performed for both TDAs and are provided in Section 3.0 of this TIR. Core Requirement No. 3: Flow Control. Response: The site is subject to Conservation Flow Control (Level 2). Please see Section 4.0 Part D for more information. Core Requirement No. 4: Conveyance System, Response: The conveyance system will be sized to adequately convey the 100-year storm event. Conveyance calculations will be provided with the final engineering. Core Requirement No. 5: Erosion and Sediment Control. Response: Erosion and sediment controls will be provided to prevent the transport of sediment downstream. The proposed erosion and sediment control measures are further described in Section 8.0 of this report and designed pursuant to the 2016 KCSWDM. Core Requirement No. 6: Maintenance and Operations. Response: Maintenance and operations of the on -site storm system will be provided in Section 10.0 of this report for the final engineering. Core Requirement No. 7. Financial Guarantees and Liability. Response: Financial guarantees will be submitted upon permit approval. Core Requirement No. 8: Water Quality, Response: The project is required to provide Enhanced Basic Water Quality. Please see Section 4.0 Part E for more information. Core Requirement No.9: Flow Control BMPs. Response: The project is required to, at minimum, provide flow control BMPs to at least 10% of the site or 20% of the target impervious surface area since the project will result in an impervious cover of greater than 65%. Please see Section 4.0 Part D for more information. 17764.002.doc 2.2 Analysis of the Special Requirements - West Threshold Discharge Area Special Requirement No. 1: Other Adopted Area -Specific Requirements. Response: Not applicable - the project site is not located in an adopted area. Special Requirement No. 2: Flood Hazard Area Delineation. Response: The site does not lie within any FEMA delineated Flood Hazard areas; therefore, this requirement does not apply. Special Requirement No. 3: Flood Protection Facilities. Response: Not applicable - the site does not rely on flood protection facilities. Special Requirement No. 4: Source Control. Response: Source control will be implemented per the 2016 KCSWDM. Special Requirement No. 5: Oil Control. Response: Source control will be implemented per the 2016 KCSWDM. 2.3 Analysis of the Core Requirements — East Threshold Discharge Area Core Requirement No. 1: Discharge at the Natural Location. Response: Runoff from the East TDA will be conveyed to the existing off -site detention system that is located within 16th Avenue South matching the existing condition. Stormwater is detained within the system and then conveyed to the 18-inch storm main within 16th Avenue South flowing south along 16th Avenue South. Core Requirement No. 2: Off -Site Analysis. Response: An Off -Site Analysis has been performed for both TDAs and are provided in Section 3.0 of this TIR. Core Requirement No. 3: Flow Control. Response: The site is subject to Conservation Flow Control (Level 2). The project will not increase the stormwater runoff flow rate by more than 0.1 cfs or 0.15 cfs for 15-min time step from the existing condition, and is therefore exempt from Level 2 Flow Control requirements per Exception 2. Please see Section 4.0 Part D for more information. Core Requirement No. 4: Conveyance System. Response: The conveyance system will be sized to adequately convey the 100-year storm event. Conveyance calculations will be provided with final engineering. Core Requirement No. 5: Erosion and Sediment Control. Response: Erosion and sediment controls will be provided to prevent the transport of sediment downstream. The proposed erosion and sediment control measures are further described in Section 8.0 of this report and designed pursuant to the 2016 KCSWDM. 17764.002.doc Core Requirement No. 6: Maintenance and Operations. Response: No new on -site stormwater facilities will be constructed within the East TDA; therefore no Maintenance and Operations manual is required for the East TDA. Core Requirement No. 7: Financial Guarantees and Liability. Response; Financial guarantees will be submitted upon permit approval. Core Requirement No. 8: Water Quality. Response: The East TDA is exempt from providing Water Quality treatment as it will consist of less than 5,000 square feet of new plus replaced pollution -generating impervious surfaces (Surface Area Exemption). Please see Section 4.0 Part E for more information. Core Requirement No. 9: Flow Control BMPs. Response: The project is required to, at minimum, provide flow control BMPs to at least 10% of the site or 20% of the target impervious surface area since the project will result in an impervious cover of greater than 65%. Flow Control BMPs are not currently proposed as the improvements are within the public right-of-way. If during the land use process it is determined that the City would like to propose and maintain Flow Control BMPs within the right-of-way, the project will likely suggest the use of Pervious Sidewalks within the East Threshold Area. 2.4 Analysis of the Special Requirements - East Threshold Discharge Area Special Requirement No. 1: Other Adopted Area -Specific Requirements. Response: Not applicable - the project site is not located in an adopted area. Special Requirement No. 2: Flood Hazard Area Delineation. Response: The site does not lie within any FEMA delineated Flood Hazard areas; therefore, this requirement does not apply. Special Requirement No. 3: Flood Protection Facilities. Response: Not applicable - the site does not rely on flood protection facilities. Special Requirement No. 4: Source Control. Response: Not applicable — the site does not propose source control for the East TDA. Special Requirement No. 5: Oil Control. Response: Not applicable — the site does not propose oil control for the East TDA. 17764.002.doc TASK 2 RESOURCE REVIEW Adopted Basin Plans: The site is located within the Hylebos Creek Basin. Finalized Drainage Studies: This is not applicable. Basin Reconnaissance Summary Report: This site is located in the Hylebos ■ Creek Drainage Basin. A Basin Reconnaissance Summary Report will be provided during final engineering. Critical Drainage Area Maps: This project will not discharge to any critical areas or wetlands as it will be discharging runoff to an existing storm system in South 348th Street. Floodplain and Floodway FEMA Maps: Please see the attached FEMA Map • (Section 1.o) utilized for this analysis. As indicated on the map, the site is located in Zane X and is outside of the 500-year floodplain. Other Off -Site Analysis Reports. A site investigation was conducted in preparation of this Level 1 Off -Site Drainage Analysis. The United v ded.S States Figure Department Soils Agriculture Soils Conservation Service Map is also p Map in Section 1.0. Sensitive Areas Folios: Based on review of the King County Sensitive Areas Map Folios, the site does not contain any On -Site Wetlands, Erosion Areas, Sensitive Areas, or Land Slide Areas. Road Drainage Problems: No road drainage problems were observed during the off -site drainage analysis. United States Department of Agriculture King County Soils Survey: Based on the Soils Map for this area (see Figure 3 — Soils, Section 1.0), the site is underlain with Everett-Alderwood gravelly sandy loam. Wetland Inventory Map: Based on review of the King County Sensitive Areas Map Folios, the site does not contain any on -site wetlands, nor are there any wetlands adjacent to the project site. Migrating River Studies: This is not applicable. 17764.002.doc TASK 3 FIELD INSPECTION 3.1 Conveyance System Nuisance Problems (Type 1) Conveyance system nuisance problems are minor but not chronic flooding or erosion problems that result from the overflow of a constructed conveyance system that is substandard or has become too small as a result of upstream development. Such problems warrant additional attention because of their chronic nature and because they result from the failure of a conveyance system to provide a minimum acceptable level of protection. There were no conveyance system nuisance problems observed during the site visit. 3.2 Severe Erosion Problems (Type 2) Severe erosion problems can be caused by conveyance system overflows or the concentration of runoff into erosion -sensitive open drainage features. Severe erosion problems warrant additional attention because they pose a significant threat either to health and safety or to public or private property. Based on our site visit, there was no evidence of, or potential for, erosion/incision sufficient to pose a sedimentation hazard downstream within the limits of the study, for both the west and east threshold discharge areas. All runoff from the West TDA sheet flows to the south side of the site, where it is then conveyed off site. Runoff from the West TDA is collected and conveyed to an existing stormwater detention vault, where it is detained then discharged off site to an existing storm main west of the site. Stormwater runoff from the proposed project will be collected and conveyed to the proposed detention and water quality facilities where it will then be discharged to the existing storm system in South 348th Street. As a result, no future erosion problems should occur downstream because of this development. 3.3 Severe Flooding Problems (Type 3) Severe flooding problems can be caused by conveyance system overflows or the elevated water surfaces of ponds, lakes, wetlands, or closed depressions. Severe flooding problems are defined as follows: • Flooding of the finished area of a habitable building for runoff events less than or equal to the 100-year event. Examples include flooding of finished floors of homes and commercial or industrial buildings. Flooding in electrical/heating systems and components in the crawlspace or garage of a home. Such problems are referred to as "severe building flooding problems." • Flooding over all lanes of a roadway, or flooding that severely impacts a sole access driveway, during runoff events less than or equal to the 100-year event. Such problems are referred to as "severe roadway flooding problems." Based on a review of the FEMA Map (Figure 4, Section 1.0) the proposed site is outside of the 500-year floodplain, and there was no evidence of severe flooding problems encountered during our site visit. 17764.002.doc TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS DOWNSTREAM DRAINAGE ANALYSIS: TDA East In the pre -developed condition, all runoff sheet flows off site into the curb and gutter system along 16th Avenue South discharging into existing catch basins. Once it is collected by the catch basins, it is conveyed through a closed storm system within the right-of-way. The stormwater runoff continues to flow south within the closed storm system in 16th Avenue South for approximately 1,320 feet (1/4 mile), where the downstream analysis was terminated. In the developed condition, stormwater runoff will be collected by existing catch basins in the new right-of-way lane and conveyed, via existing 12-inch storm drains, to the existing closed drainage system. The stormwater runoff would continue to flow south within 16th Avenue South (then into Enchanted Parkway) for matching the current condition. With the above existing measures for stormwater management, we believe that the proposed redevelopment will not significantly increase the amount of runoff entering the existing storm system in 16th Avenue South. DOWNSTREAM DRAINAGE ANALYSIS: TDA West In the pre -developed condition, all runoff sheet flows on the South 348th Street from the south parcel with the existing Jacksons. Once it is collected by the catch basins, it is conveyed via a 12-inch storm drain within the right-of-way approximately 650 feet west. An overflow detention facility is utilized for large storm events before flow discharging into a closed storm drainage system_ of Pacific Highway South for approximately 1,000 feet, where the downstream analysis was terminated. In the pre -developed condition all the stormwater for the north parcel is conveyed to a series of catch basins and is routed to a gravel -filled infiltration trench. In the developed condition, stormwater runoff will be collected via the proposed on -site conveyance system. The water will be collected and treated prior to leaving the site via the proposed storm line that will connect to the existing catch basin at the south end of the site. The stormwater runoff continues to flow east in South 348th Street for approximately 600 feet before turning south, where the downstream analysis was terminated. 17764.002.doc Figure 5 Downstream Drainage Maps Project Site 1 830Z nauo $345 1144 18 2 :........ t n 28 :�: 83378336 ...1�$.3:.....� ,� 8s 1�01 99 p 8363. 1 . 56 140. 1 'Mr .... 2096 "I356 206 Tk33Sti 4 4 944 0 14 �pff 8asa 9647 r5$4'I; 8457. 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TDA East 8655� 17803 ygr..... _......._.Ai...3�ae,` 17841 Figure 6 Hylebos Creek Basin Reconnaissance Report RECONNAISSANCE REPORT NO. 3 HYLEBOS CREEK BASIN FEBRUARY 1986 Natural Resources and Parks Division and Surface Water Management Division King Countv. Washington King County Executive Tim Hill King County Council Audrev Gruber, District 1 Cvnthia Sullivan. District 2 Bill Reams. District 3 Lois North, District A Ron Sims, District 5 Bruce Laing, District 6 Paul Barden. District 7 Bob Grieve, District 8 Gary Grant, District 9 De a�rtment of Public Works Don LaBelle, Director Surface Water Management Division Joseph J. Simmler, Division Manager Jim Kramer, Assistant Division Manager Dave Clark. Manager, River & Water Resource Section Larry Gibbons, Manager, Project Management and Design Section Contributing Staff Doug Chin, Sr. Engineer Randall Patrons, Sr. Engineer Andy Levesque, Sr. Engineer Bruce Barker, Engineer Arnv Stonkus, Engineer Rav Steiger, Engineer Pete Rinben, Engineer Consulting Staff Don Spencer, Associate Geologist, Earth Consultants, Inc. John Bethel, Soil Scientist, Earth Consultants. Inc. P:CR Parks,_Planning and Resources Joe Nagel, Director Natural Resources and Parks Division Russ Cahill, Division Manager Bill Jolly, Acting Division Manager Derek Poon, Chief, Resources Planning Section Bill Eckel, Manager, Basin Planning Program Contributing Staff Ray Heller, Project Manager & Team Leader Matthew Clark, Project Manager Robert R. Fuerstenberg, Biologist & Team Leader Matthew J. Bruengo, Geologist Lee Benda, Geologist Derek Booth, Geologist Dvanne Sheldon, Wetlands Biologist Cindy Baker, Earth Scientist Di Johnson, Planning Support Technician Robert Radek, Planning Support Technician Randal Bays, Planning Support Technician Fred Bentler; Planning Support Technician Mark Hudson, Planning Support Technician Sharon Clausen. Planning Support Technician David Truax, Planning Support Technician Brian Vanderburg, Planning Support Technician Carolyn M. Byerly. Technical Writer Susanna Hornig, Technical Writer Virginia Newman, Graphic Artist Marcia McNulty, Typesetter Mildred Miller, Typesetter Jaki Reed, Typesetter Lela Lira, Office Technician Martv Coy:, Office Technician TABLE OF CONTENTS I. SUMMARY 1 II. INTRODUCTION 1 III. FINDINGS IN HYLEBOS CREEK BASIN A. Overview 1) B. Effects of Urbanization 4 C. Specific Problems 4 1. Wetland and stream destruction 4 2. Erosion and downcutting 4 3. Slides and slumps 5 4. Observable pollutant discharges 5 IV. RECOMMENDATIONS 5 A. Inform appropriate agencies of findings 5 B. Reevaluate specific policy regarding surface water management 5 C. Maintain or enhance the instream and riparian habitats 6 D. Prepare a comprehensive basin plan 7 E. Construct capital improvement projects 7 V. MAP 9 APPENDICES: APPENDIX A: Estimated Costs A-1 APPENDIX B: Capital Improvement Project Ranking B-1 APPENDIX C: Detailed Findings and Recommendations C-12 I. SUMMARY Hylebos Creek Basin is located in the southwest portion of King County along the border of Pierce and King Counties. The basin is composed of two subbasins divided by Interstate-5 (I-5). The subbasin west of I-5 contains far more development than the eastern subbasin; however, the impact of urban runoff has been less severe in the western than in the eastern subbasin. This is due to a combination of highly impervious soils and a system of wetlands that act together to absorb and detain increased runoff. These well -functioning natural systems thus far have helped to prevent many of the effects of surface water damage in the basin: severe erosion, flooding, and habitat damage are not extensive, although there were several examples of these problems observed during reconnaissance. Specific problems identified include the destruction of wetlands and streams by sedimentation, bank erosion and downcutting, slides and slumps on steep side slopes, and observable pollution in some runoff flowing through drainage ditches. Recommendations include steps to 1) inform governmental agencies of findings, 2) reevaluate specific surface water management policies, 3) maintain or enhance instneam and riparian habitats, 4) prepare a comprehensive basin plan, and 5) construct the capital improvement projects selected through a special set of criteria. II. INTRODUCTION: History and Goals of the Program In 1935 the King County Council approved funding for the Planning Division (now called the Natural Resources and Parks Division), in coordination with the Surface Water Management Division, to conduct a reconnaissance of 29 major drainage basins located in King County. The effort began with an initial investigation of three basins --Evans, Soos, and Hylebos Creeks -- in order to determine existing and potential surface water problems and to recommend action to mitigate and prevent these problems. These initial investigations used available data and new field observations to examine geology, hydrology, and habitat conditions in each basin. Findings from these three basins led the King County Council to adopt Resolution 6018 in April 1936, calling for reconnaissance to be completed on the remaining 26 basins. The Basin Reconnaissance Program, which was subsequently established, is now an important element of surface water management. The goals of the program are to provide useful data with regard to 1) critical problems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution of drainage problems. The reconnaissance reports are intended to provide an evaluation of present drainage conditions in the County in order to transmit information to policymakers to aid them in developing more detailed regulatory measures and specific capital improvement plans. They are not intended to ascribe in any conclusive manner the causes of drainage or erosion problems; instead, they are to be used as initial surveys from which choices for subsequent detailed engineering and other professional environmental analyses may be made. Due to the limited amount of time available for the field work in each basin, the reports must be viewed as descriptive environmental narratives rather than as final engineering conclusions. Recommendations contained in each report provide a description of potential mitigative measures for each particular basin; these measures might provide maximum environmental protection through capital project construction or development approval conditions. The appropriate extent of such measures will be decided on a case -by -case basis by County officials responsible for reviewing applications for permit approvals and for choosing among P:HYL 1 Hvlebos Creek Basin (continued) competing projects for public construction. Nothing in the reports is intended to substitute for a more thorough environmental and engineering analysis possible on a site -specific basis for any proposal. M. FINDINGS IN HYI.EBOS CREEK BASIN A- Overview of Hylebos Creek Basin Field work in the Hylebos Creek Basin was conducted in November 1985 by Ray Heller, resource planner; Randall Parsons, engineer; and John Bethel, consulting geologist. The Hylebos Creek reconnaissance was the third of three pilot studies, conducted for the purpose of estblishing research methods to be used in similar reconnaissance work in additional King County basins at a future date. The findings and recommendations of the study team are presented here. The Hvlebos Creek Basin is located in the southwest portion of King County, along the border of Pierce and King Counties. Although most of the reconnaissance work was conducted in King County, a small area of Pierce County was also included. The basin is divided by Interstate-5 (I-5), placing one-third of the basin east of the highway, and the remaining two-thirds to the west. State Road (SR) 99 also runs north and south through the basin. The east and west portions of the basin are separate subbasins of the Hylebos Creek Basin and distinctive from one another in their natural features. These differences, primarily soils- and drainage -related, will be discussed in later sections of the report. Hvlebos Creek originates at North Lake on the northeast border of the basin and flows south and west to a confluence with the west fork of Hvlebos Creek in Pierce County. The main stem then turns northwest, eventually emptying into Commencement Bay. Commercial development in the basin has tended to follow the north -south corridors of SR 99 and I-5. Extensive commercial growth has been surrounded by both multiple and single-family residential development. Areas east and west of the commercial zone are composed mainly of scattered subdivisions, with the southern portion characterized by low -density single-family dwellings. The central portion of the I-5 corridor will continue to develop for commercial uses, with either side containing areas zoned for office parks. The peripheries of these office parks will develop with multiple and medium density residential areas. Low densities at a minimum of 1 dwelling unit (DU) per acre are planned for the south-central portion of the basin along the creek. Geologic formation. The Hylebos Creek Basin was formed by the most recent retreat of the Vashon glaciation, approximately 14,000 years ago. This action created the rolling hills of the upper plateau, as well as the steep, rugged slopes that reach down to Puget Sound on the west and the Green River valley on the east. The uplands of the Hvlebos Creek Basin are largely underlain by glacial till; deeper stream vallevs are underlain by sandy outwash deposits or by lacustrine deposits. Since the period of glaciation, topographical modification has occurred through fluvial erosion and deposition. Much of the basin was poorly drained after the glacier's retreat, and numerous surface depressions were left behind. These are now occupied by the lakes and wetlands of P:HYL Hylebos Creek Basin (continued) the basin. Hylebos Wetland 2418, the largest of 29 inventoried wetlands in the basin, is centrally located in the basin and is partially owned by the Washington State Department of Parks and Recreation. Hydrologic and hydraulic features. The Hylebos Creek Basin is composed of two subbasins of similar extent but which demonstrate significantly different sensitivity to increased urbanization. These subbasins are essentially separated by I-5 and were described under "geographic and Iand use features." The contrast between these two areas becomes apparent when observing their respective stream corridors. Both contain urbanized or suburbanized areas in their northern portions that contribute runoff to relatively natural stream corridors running through less developed areas in their southern portions. While the subbasin to the west of I-5 contains far more development than the subbasin east of I-5, the impact of development and the resulting urban runoff has been less severe in the west than in the east subbasin. This is due to an extensive system of wetlands, centrally located in the western basin, that reduces the effects of increased volumes and peak flows produced by development. A second mitigating factor is the presence of highly infiltrative soils that transport surface water runoff into the groundwater system. There are significant problems of erosion, sedimentation, and destruction of wetlands in the west fork of Hvlebos Creek. upstream of the wetland at 348th Street. These problems will be described later in the report. Habitat characteristics. The instream and riparian habitats in the basin vary from good to very poor. The presence of infiltrative soils helps to assure good water quality for fish, even in many areas where there has been extensive development. This is particularly true in the western subbasin. There are also some good instream and riparian habitat remaining in areas where development -related problems are common. For example, runoff is not being detained north of South 356th St. Erosion, caused in part by nearby construction, is present at this location, and observable pollutants (e.g., oils and sediments) are being deposited into Hylebos Wetland 2418, which serves asa" buffer for the downstream reach of Hylebos Creek. This wetland currently allows salmon to flourish up to the area along its southern boundary. The north fork tributary of Hvlebos Creek also supports salmon spawning. This tributary derives its major source of water from an unmapped wetland south of South 359th Street and from groundwater originating west of 16th Avenue S. A tributary from the north entering this wetland brings visible pollution from SR 99 and the loca[ truck stop and threatens the water quality of the wetland. If water quality worsens, the habitat values could also be damaged or destroyed. The north fork of Hylebos upstream of South 348th Street has been diverted into the east fork. As a result, the east fork is heavily impacted with high -volume flows, erosion, and visible pollution originating with large expanses of impervious surfaces in the area north of this tributary. Good habitat still exists in some reaches of the lower canyon of the east fork, but corrective measures should be taken to address problems here so that the tributary remains viable for fish. No salmon were observed in the north tributary during the field work. B. Effects of Urbanization in the Basin P:HYL 3 Hylebos Creek Basin (continued) Earlier sections of the report have addressed the mitigative effects of porous soils and extensive wetlands on development -related problems in the Hylebos Creek Basin. This unique combination of soils and wetlands has been able to offset increased flows from increasing impervious surfaces by absorbing and storing them. In addition, these natural features have served to filter -- i.e., cleanse -- many sediments and urban pollutants (such as grease and oil) from surface runoff. Still, there were several significant problems identified in the basin during reconnaissance that foreshadow more serious degradation to the environment unless they are addressed. The destruction of wetlands and streams, erosion and mass -wasting, and worsening water quality were among the significant problems found. These problems and solutions to address them are discussed in depth below. C. Specific Problems Identified The study team investigated approximately 60 sites along the main stems of east and west Hylebos Creeks and nine smaller drainages that join the main stems. Investigation revealed a number of problems in the basin, with the severity of any given problem closely related to the amount of development in the area. The major problems found were in the area of the east fork from I-5 to the Pierce County line, where soils are particularly susceptible to erosion. The construction of shopping malls, park -and -ride lots, warehouses and other light industry, the heavily traveled corridors of I-5 and SR 99, and other facilities have produced alterations in the natural drainage systems of the area and have reduced the area of surface soil available to absorb runoff. In addition, the. increased runoff from impervious surfaces erodes and widens drainage ditches or rushes through drain pipes, most of which have been channeled directly to streams rather than into detention sites. Water pouring out of drain pipes into streams has increased erosion, both at the point of entry and farther downstream. In addition to erosion problems, automobiles contribute oil and other pollutants to runoff in the drainage system, thereby degrading water quality. The most significant examples of these problems are outlined below. Appendix C contains an extensive list of problems and solutions in the basin. 1. Wetland and stream encroachment. There has been rapid downcutting of streambanks and accompanying rapid deposition and invasion of gravel. sand, and silt along several reaches of Tributaries 0014A and 0014C and southwest of the intersection of South 336th Street and SR 99. Wetlands at the junction of these two tributaries have been ditched, drained, and cleared of all vegetation. These forms of encroachment, in evidence at these and other locations, reduce the wetlands' ability to perform their functions in the maintenance of water quality and natural retention and detention. 2. Erosion and downcutting. Bank erosion was the most common problem noted in the reconnaissance. The severity varied from 6-inch cuts in alluvium to 10-foot cuts in glacial deposits. The latter was observed on Tributary 0016 at collection point 12 in two locations. Less severe examples were found on Tributary 0006 near its intersection with 0016, and on Tributary 0015 at collection point 12. Erosion will worsen unless addressed, and will destabilize banks, carry silt downstream, and (in worst cases) cause flooding and property damage. Wetland 2413 is particularly vulnerable to degradation from the situation on Tributary P:HYL 4 Hvlebos Creek Basin (continued) 0014A, just north of South 348th Street. This particular site has a 6-foot culvert that dumps water from a vast impervious area into a ditched channel. The result is massive erosion. 3. Slides and slumps on steep side slopes. While erosion is a natural process. human action has accelerated the process in certain areas with sensitive soils. In some cases the result has been the downward relocation of whole sections of earth on steepslopes. There were numerous instances of this problem observed on Tributary 0006 below collection point 12, where severe erosion has produced bank undercutting and, in turn, sliding of the upper bank into the stream. In many cases this accelerated process could be associated with recent construction in the vicinity. Additional construction will continue to cause the failure of soils and surface water systems unless current problems are addressed and future ones prevented. 4. Observable pollutant discharges. Gray, sudsv water covered with a sheen was observed flowing from a culvert under Southwest 356th Street between SR 99 and 16th Avenue SW. This visible water pollution appeared to originate at a nearby truck stop, which provides a variety of services to its clientele, including truck - washing facilities. This particular problem represents one extreme example of how vehicles impact the natural environment. IV. RECOMMENDATIONS FOR ACTION The following recommendations are based on findings of the field research in November 1985 and address the original goals of the Basin Reconnaissance Program, as outlined in the introduction. A. Inform appropriate governmental agencies of detailed findings from the field reconnaissance. Detailed notes, collected by study team members; specify problems at sites along the reconnaissance routes. These will be forwarded to appropriate agencies, including the King County Building and Land Development office and the Washington State Department of Fisheries. Meetings among Reconnaissance staff and other agency representatives to coordinate follow-up efforts should be held as appropriate. B. Reevaluate specific policy issues regarding surface water management. These may include the need to: 1. Reevaluate stormwater rate and volume release regulations for new development to determine if thev are adequate to minimize downstream erosion and resulting damage to property and habitat. 2 Investigate and promote the infiltration of surface water where environmentally feasible and economical to reduce increased runoff from developed areas. Also. encourage the use of grass swales and open -ditch conveyance systems to improve infiltration and water quality enhancement capacity. (Note: The final display maps for the Basin Reconnaissance Program show those areas where infiltration is likely. Final display maps are located in the offices of Surface Water Management, Building and Land Development, and Basin Planning.) P:HYL 5 Hylebos Creek Basin (continued) 3. Develop policies and ordinances related to the assessment, monitoring, and control of urban and nonpoint source pollutants. Obtain background research on which to base the design of regional stormwater quality control facilities. 4. Adopt more specific regulatigns regarding development in or near wetlands in order to maintain them in their natural states. The proposed Sensitive Areas Amendments (to Ordinance 4365, King County Code 2104) and the Surface Water Drainage Manual (currently in revision) are examples of regulations that would assure the continued function of wetlands as surface water quality and quantity controllers, as well as preserve their habitat value. If regulation is ineffective, the County may need to secure easements or other forms of public ownership. 5. Require the establishment of undisturbed buffets and setbacks adjacent to streams and natural drainage swales. Variations in stream morphology and geology indicate the need for stream corridor guidelines that consider these factors. Improve enforcement of "no clearing" covenants in these sensitive areas or seek easements or other forms of public ownership by the County. Fencing along streams in livestock areas would improve water quality and reduce erosion and sedimentation. 6. Increase current maintenance levels of King County surface water R/D and conveyance facilities. Due to a lack of funding, the maintenance of existing facilities is insufficient to assure their proper functioning. In some cases, facilities become dysfunctional and fail. These problems will only be aggravated by additional upstream development. C. Maintain or enhance the instream and riparian habitats by. 1. Constructing regional detention facilities above RM .57 on Tributary 0014A and on Tributaries 0016 and 0016A above Southwest 360th Street. These facilities need to trap pollutants and sediment, as well as reduce peak water rates and volumes, in order to protect downstream habitats. 2. Adopting stream corridor policies (ordinances) in the Federal Way Community Plan, similar to the Newcastle Community Plan stream corridor policies. 3. Monitoring water quality and removing pollutants and sediments before they enter wetlands or streams. 4. Identifying, mapping, and providing protection and enhancement of fish4w wing streams as defined in the Sensitive Areas Ordinance. D. Prepare a comprehensive basin plan to consider, at a minimum, the need to: 1. Examine existing storm detention and conveyance facilities to determine whether their control orifices are properly sized. This will optimize the detention site and achieve maximum benefit to downstream systems. 2. Evaluate proposed projects as to their cost-effectiveness in mitigating the impacts of increased volume and peak runoff from continued urbanization in the basin. P:HYL 6 Hylebos Creek Basin (continued) (See Appendix A for a list of proposed projects in the Hylebos Creek Basin.) 3. Identify stream reaches critical to the maintenance of anadromous fish and trout populations. 4. Review geologic findings from -this study in order to identify areas of particular soils sensitivity and to develop special analysis criteria for new developments. 5. Establish floodplains in low-lying areas of slight gradient for existing and developed runoff conditions (i.e., areas adjacent to wetlands where inundation of properties may be significant). E. Construct the capital: improvement projects identified through the CIP selection process. This list of CIPs appears in Appendix B and includes structures to: 1. Calibrate, retrofit; and improve existing detention facilities and conveyance systems to assure that they meet current and anticipated demands for surface water management. 2. Stabilize channels and slopes in order to prevent erosion and mass -wasting problems. 3. Provide regional detention facilities, including the use of wetlands for this purpose when biological assessment has determined that such use will not damage the wetland's habitat values. P:HYL 7 HYLEBOS CREEK BASIN � y 0 Basin Boundary _ cI` _ - _• _ •••••• Collection Point Boundary Collection Point J`„ Stream 0006 Tributary Number 2411 Proposed Project Sites r•�^ -f L 7. •^ • 2404 •' 24038 is a ••. •• ■ 0"r.4 • LI 2422a di • k. .;..., 24 5, 2 d .n L . • • ■ ■ be 241% is 420 J - • ^ � 241� TACO MA 5 0 418 . •� U o j •• '• 2411 1q a r'r }� jo a o h MI • 07 M04, Ti •'. : m 12 ••••' ••.�� _J V) ug E x j c •� �� c o o � s es ti e CCzy 3 y " •O E 2 x O 3 c O v V C rJ CS Lam. 0 c 0 0 •v; � 7 _ 2 C C> rJ E '0 O s 3 u c�i E Z 7` w 0 cN O t O c ''.' £ y V G y 0 �� .�j � •� C'. J� C.0 s = cu U C •.fir ,t.,) :� .F :r J ^ ,V, ea e ea 14 C G s � � e � v`1 G.� v to Q V� ca. um I v U,5:'J y y c v J 1" c y3 0 3 .� a E C V' J Vi O� C Li O > }} J O o 0 M O �' .O VIA V7 U y C. m N ;,/ _ 3 H Op! J , � itl U CD.� ro G y CL �l IT y � O O O o (V nl 0 C C CD � 00 J � Sry C GH 69 69 p � 7. 3 T e C J O r to. C C N C C D 5 E O. d 3 •� H 1:' rCj �' ti O J T 1. 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C• _ T 3 Itr, 0. r O ;� W J tz .. v' U i� O p U vi f z 0 v acc U �3 E U T => C c p r s e O e .2 J s o :J �_ _ C nl •o G :Z IT N (11 rl E .J APPENDIX B CAPITAL IMPROVEMENT PROJECT RANKING HYLEBOS CREEK BASIN Prior to the Hylebos Creek watershed field reconnaissance, 11 projects had been identified and rated using the CIP selection criteria developed by the Surface Water Management (SWM) Division and the Natural Resources and Parks Division. Following the reconnaissance, 22 projects remain proposed for this area. They include the 11 new, previously unidentified and unrated projects plus the initial 11 projects. The previous SWM capital improvements project list for the Hylebos Creek Basin had an estimated cost of S2,880,000, while the revised list increases to an estimated cost of S4,326,000. This 50;% increase in estimated capital costs is due mainly to the addition of 11 new projects. The following table summarizes the scores and costs for the CIPs proposed for the Hvlebos Creek Basin. The projects were rated according to previously established SWM Program Citizen Advisory Committee criteria. The projects ranked below are those for which the first rating question. ELEMENT 1: "GO/NO-GO," could be answered affirmatively. The projects can now be considered for merging into the "live" CIP list. Any project scoring over 100 points should be considered for incorporation into the six -year CIP plans. RANK PROJECT NO. SCORE COST 1 2401* 128 S 238,800 2 2405* 125 450,500 3 2418 106 321,600 4 2415 105 245,600 5 2417 95 215,400 6 2407* 70 160,200 7 2408* 70 153,600 8 2409* 70 150.400 9 2413 65 198.700 TOTAL S2.134.800 * Indicates project was identified by SWM prior to the reconnaisance. 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U c0 O p o k cz .0 > rto O V y �d y 6�n •� � y .M u E n C6 A 3 O N D O 0 U C = G cc R U 3 0 O w aw a� cm a caz �G o a o a � N 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology The total site is currently developed with asphalt paving, storm, sewer, and landscaping. The site is bound by 16th Avenue South along the east, a Greg's Japanese Auto Shop to the west, an Auto Parts Retailer to the north, and South 348th Street to the south. The site consists of two separate parcels. The southernmost parcel is currently a Jacksons service station with associated parking that is proposed to be demolished. The northern parcel is an Auto Parts Retailer with associated parking that is to demolished. The Jacksons service station generally slopes from north to south with slopes ranging from 2% to 3% with a total relief of 3 feet across the parcel. The Auto Retailer is moderately flat from north to south with a total relief of 2 feet across the site. The Auto Retailer parcel also has a few catch basins that collect runoff and is routed to an infiltration trench under the parking lot. The Jacksons parcel currently sheet flows out the south driveway to South 348th Street. B. Developed Site Hydrology The proposed project consists of the construction of a new Jacksons Convenience Store, including new sidewalks and pavement surface. The project proposes to demolish the existing Jacksons service station and Auto Retail Store on the north parcel. The on -site is comprised of the West TDA for the project. As part of the requirement of the development, frontage improvements will be completed along 16th Avenue South and South 348th Street. The off -site improvements along 16th Avenue South are part of a separate threshold discharge noted as the East TDA. Along with the on -site building improvements, drainage facilities will be constructed to capture runoff from the developed surfaces and conveyed to the on -site drainage facilities for detention and water quality treatment. The existing site is approximately 60% impervious; therefore, the project is considered a redevelopment project per the definition in the 2016 KCSWDM. The East TDA will have a total basin area of 0.18 acre (impervious - 0.13 acre and pervious - 0.05 acre). The East TDA is exempt from drainage review, including providing formal flow control and water quality treatment, as there will be less than 5,000 square feet of pollution -generating impervious surface. The West TDA will have a total basin area of 1.01 acres (impervious — 0.77 acre and pervious — 0.19 acre). The West TDA is subject to full drainage review, including flow control, water quality, and flow control BMPs. C. Performance Standards The East and West TDA's are subject to Conservation (Level 2) Flow Control and Enhanced Basic Water Quality treatment. The East TDA is exempt from both flow control and water quality - see below for further explanation. Western Washington Hydrology Model (WWHM) will be used to size the proposed detention system using the SeaTac Region Scale Factor of 1.0. Water quality and flow control facilities will be designed pursuant to the 2016 KCSWDM. 17764.002.doc D. Flow Control System The Western Washington Hydrology Model (WWHM) program was used to size the proposed detention arch chambers for the West TDA. The Stormtech detention arch chambers sizing calculations are included within this section. The Stormtech detention arch chambers is an open bottom system and based on the Geotechnical Report for this project provided in Section 6.0, groundwater will not be an issue and will not mound in the Stormtech system. In addition to the Level 2 flow control provided by the proposed Stormtech Arch Chambers, flow control BMPs are required for the new impervious surfaces of the West TDA. The site is subject to large lot high impervious BMP requirements, as the site is larger than 22,000 square feet and will result in an impervious surface coverage of more than 45% of the site. The target impervious surface for this requirement is all new impervious and existing impervious added on or after January 8, 2001. Full dispersion is not feasible on this site, as the site will consist of approximately 78% impervious surface, so there is not enough pervious area for a native vegetated flow path. Since full dispersion is not feasible, flow control BMPs must be applied to a practicable amount of the site's impervious surface. The practicable amount for the site is an impervious area equal to at least 10% of the site or 20% of the target impervious surface, whichever is less. In this case, 10% of the site (45,698 square feet) results in 4,570 square feet of impervious surface in which flow control BMPs need to be applied. Full infiltration is not feasible for this site as the on -site soils are glacial till (Everett- Alderwood gravelly sandy loam) and not conducive to infiltration. A rain garden is proposed to infiltrate the runoff from the both the proposed convenience store and the storage building. Because a portion of the soil is not particularly conducive to infiltration, an overflow is designed for the rain garden and is conveyed to the on -site detention arch chambers. The East TDA is subject to Conservation Flow Control (Level 2) as well. The East TDA meets the requirements of Exception 2 for Level 2 Flow Control, as there is no more than 0.1 cfs or 0.15 cfs at 15-min time step difference in the sum of the developed 100-year peak flows and the sum of the historic site conditions 100-year peak flows with a 15-min time step. The change in 100-year peak flows between the historic site condition (0.014 cfs) and the developed site condition (0.11 cfs) yields a difference of 0.096 cfs. Calculations have been provided in this section. E. Water Quality System The West TDA proposes a Modular Wetland Unit to provide Enhanced Basic Water Quality, which will be placed downstream of the proposed detention system. Water quality facilities will be sized in accordance with the 2016 KCSWDM and the Department of Ecology General Use Level Designation (GULD). Modular Wetland Unit sizing calculations and GULD will be provided in this section in a subsequent submittal. The East TDA proposed to add less than 5,000 square feet of new pollution -generating impervious surface and, therefore, is not subject to water quality improvements. Per the Surface Area Exemption for the Water Quality requirement, a project is exempt from water quality if: there is less than 5,000 square feet of new pollution- generating impervious surface (PGIS) that is not fully dispersed, there is less than 5,000 square feet of new plus replaced PGIS that is not fully dispersed, and there is less than 35,000 square feet of pollution -generating pervious surface that is not fully dispersed. The East TDA meets all of the above requirements and, therefore, is exempt from providing Water Quality treatment. 17764.002.doc Pre -Developed Basin Map co o Z w rn o� a m W w a (L 0 co w p co a W U W i LL N V (o U "' Go z O Lo — aD C� a M I , LU0aD co 5 w N ST THRESHOLD DISCHARGE AREA tZ N VELOPED LAND COVER DATA " y AREA DISCHARGE AREA -- O T a OLL. ED AS FOR L01 ACRES m ¢ zm� cc OMo (n m N n U v � ¢ w 'A � o u� r v co 0 O 3T THRESHOLD DISCHARGE AREA LL VELOPED LAND COVER DATA OFF -SITE DISCHARGE I 'ED AS FOREST: 0.18 ACRES MOD I EAST THRESHOLD DISCHARGE AREA '\ESHOLD E AREA BYPASS Developed Basin Map ROOF AREA THRESHOLD DISCHARGE AREA B I 0 R ETEWLOPED LAND COVER DATA AREA- DISCHARGE AREA TO aLL DETENTION SYSTEM: 0.86 ACRES IMPERVIOUS AREA: 0,77 ACRES PERVIOUS AREA: 0.19 ACRES BYPASS AREA: 0.05 ACRES v BYPASS IMPERVIOUS: 0.05 ACRES ST THRESHOLD DISCHARGE AREA VELOPED LAND COVER DATA f OFF -SITE DISCHARGE: 0,18 ACRES IMPERVIOUS AREA: 0.13 ACRES PERVIOUS AREA: 0.05 ACRES PGIS AREA: 0.07 ACRES EAST THRESHOLD DISCHARGE AREA RESHOLD �E AREA BYPASS cc Qco co wF-o Z Z 00 Ww °' a a � m O > z � j p m a m w U r 0 LL IT U m Z0Lo _co U)¢M LU 0 6 — O 2 N E x — - 10 10 AsS�I O�c N U co co m ill Ogo () m N Y v cm. w 2 0 mILL StormTech Detention Arch Chambers WWHM Sizing Calculations PROJECT REPORT General Model Information Project Name: 17764 WWHM Site Name: Jacksons #636 Site Address: 1520 S 348th St City: Federal Way Report Date: 10/19/2017 Gage: Seatac Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.00 Version Date: 2016/02/25 Version: 4.2.12 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year 17764 WWHM 10/19/2017 11:25:30 AM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Forest, Flat 1.01 Pervious Total 1.01 Impervious Land Use acre Impervious Total 0 Basin Total 1.01 Element Flows To: Surface Interflow Groundwater 17764 WWHM 10/19/2017 11:25:30 AM Page 3 Mitigated Land Use Basin 1 Bypass: GroundWater: Pervious Land Use C, Lawn, Flat Pervious Total Impervious Land Use PARKING FLAT Impervious Total Basin Total Element Flows To: Surface SSD Table 1 No No acre 0.19 0.19 acre 0.77 0.77 0.96 Interflow SSD Table 1 Groundwater 17764 WWHM 10/19/2017 11:25:30 AM Page 4 Basin 2 Bypass: No GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre PARKING FLAT 0.05 Impervious Total 0.05 Basin Total 0.05 Element Flows To: Surface Interflow Groundwater 17764 WWHM 10/19/2017 11:25:30 AM Page 5 Routing Elements Predeveloped Routing 17764 WWHM 10/19/2017 11:25:30 AM Page 6 Mitigated Routing SSD Table 1 Depth: 5.25 ft. Element Flows To: Outlet 1 Outlet 2 SSD Table Hydraulic Table Stage Area Volume Outlet (feet) (ac.) (ac-ft.) Struct NotUsed NotUsed NotUsed NotUsed 0.000 0.130 0.000 0.000 0.000 0.000 0.000 0.000 0.083 0.130 0.009 0.002 0.000 0.000 0.000 0.000 0.167 0.130 0.019 0.003 0.000 0.000 0.000 0.000 0.250 0.130 0.028 0.004 0.000 0.000 0.000 0.000 0.333 0.130 0.037 0.005 0.000 0.000 0.000 0.000 0.417 0.130 0.046 0.005 0.000 0.000 0.000 0.000 0.500 0.130 0.056 0.006 0.000 0.000 0.000 0.000 0.583 0.130 0.065 0.006 0.000 0.000 0.000 0.000 0.667 0.130 0.074 0.007 0.000 0.000 0.000 0.000 0.750 0.130 0.083 0.007 0.000 0.000 0.000 0.000 0.833 0.130 0.092 0.007 0.000 0.000 0.000 0.000 0.917 0.130 0.101 0.008 0.000 0.000 0.000 0.000 1.000 0.130 0.110 0.008 0.000 0.000 0.000 0.000 1.083 0.130 0.119 0.009 0.000 0.000 0.000 0.000 1.167 0.130 0.128 0.009 0.000 0.000 0.000 0.000 1.250 0.130 0.137 0.009 0.000 0.000 0.000 0.000 1.333 0.130 0.145 0.009 0.000 0.000 0.000 0.000 1.417 0.130 0.154 0.010 0.000 0.000 0.000 0.000 1.500 0.130 0.163 0.010 0.000 0.000 0.000 0.000 1.583 0.130 0.171 0.010 0.000 0.000 0.000 0.000 1.667 0.130 0.180 0.011 0.000 0.000 0.000 0.000 1.750 0.130 0.188 0.011 0.000 0.000 0.000 0.000 1.833 0.130 0.197 0.011 0.000 0.000 0.000 0.000 1.917 0.130 0.205 0.011 0.000 0.000 0.000 0.000 2.000 0.130 0.213 0.012 0.000 0.000 0.000 0.000 2.083 0.130 0.221 0.012 0.000 0.000 0.000 0.000 2.167 0.130 0.229 0.012 0.000 0.000 0.000 0.000 2.250 0.130 0.237 0.012 0.000 0.000 0.000 0.000 2.333 0.130 0.245 0.013 0.000 0.000 0.000 0.000 2.417 0.130 0.253 0.013 0.000 0.000 0.000 0.000 2.500 0.130 0.260 0.013 0.000 0.000 0.000 0.000 2.583 0.130 0.268 0.013 0.000 0.000 0.000 0.000 2.667 0.130 0.275 0.013 0.000 0.000 0.000 0.000 2.750 0.130 0.282 0.014 0.000 0.000 0.000 0.000 2.833 0.130 0.290 0.014 0.000 0.000 0.000 0.000 2.917 0.130 0.297 0.014 0.000 0.000 0.000 0.000 3.000 0.130 0.303 0.014 0.000 0.000 0.000 0.000 3.083 0.130 0.310 0.018 0.000 0.000 0.000 0.000 3.167 0.130 0.316 0.021 0.000 0.000 0.000 0.000 3.250 0.130 0.322 0.023 0.000 0.000 0.000 0.000 3.333 0.130 0.328 0.025 0.000 0.000 0.000 0.000 3.417 0.130 0.334 0.026 0.000 0.000 0.000 0.000 3.500 0.130 0.339 0.031 0.000 0.000 0.000 0.000 3.583 0.130 0.344 0.034 0.000 0.000 0.000 0.000 3.667 0.130 0.348 0.036 0.000 0.000 0.000 0.000 17764 WWHM 10/19/2017 11:25:30 AM Page 7 3.750 0.130 0.353 0.039 0.000 0.000 0.000 0.000 3.833 0.130 0.357 0.041 0.000 0.000 0.000 0.000 3.917 0.130 0.362 0.042 0.000 0.000 0.000 0.000 4.000 0.130 0.366 0.044 0.000 0.000 0.000 0.000 4.083 0.130 0.371 0.046 0.000 0.000 0.000 0.000 4.167 0.130 0.375 0.047 0.000 0.000 0.000 0.000 4.250 0.130 0.380 0.049 0.000 0.000 0.000 0.000 4.333 0.130 0.384 0.050 0.000 0.000 0.000 0.000 4.417 0.130 0.388 0.052 0.000 0.000 0.000 0.000 4.500 0.130 0.393 0.053 0.000 0.000 0.000 0.000 4.583 0.130 0.397 0.054 0.000 0.000 0.000 0.000 4.667 0.130 0.402 0.056 0.000 0.000 0.000 0.000 4.750 0.130 0.406 0.057 0.000 0.000 0.000 0.000 4.833 0.130 0.411 0.438 0.000 0.000 0.000 0.000 4.917 0.130 0.415 1.137 0.000 0.000 0.000 0.000 5.000 0.130 0.420 1.999 0.000 0.000 0.000 0.000 5.083 0.130 0.424 2.940 0.000 0.000 0.000 0.000 5.167 0.130 0.429 3.879 0.000 0.000 0.000 0.000 5.250 0.130 0.433 4.703 0.000 0.000 0.000 0.000 17764 WWHM 10/19/2017 11:25:30 AM Page 8 Analysis Results POC 1 Mf 0 • o- 004I 0 J IL 0 43 •- 001 10E-5 of } 4a1 a 100 Cumulative Pmbabiliy . a aol Percent Timms Excecdir�g OS 5 7 3 10 ?7 X. 3] T; it 90 Si 98 9a 9a5 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 1.01 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.19 Total Impervious Area: 0.77 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.029695 5 year 0.046637 10 year 0.056238 25 year 0.06641 50 year 0.072704 100 year 0.078058 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.014558 5 year 0.023609 10 year 0.031544 25 year 0.044239 50 year 0.055953 100 year 0.069897 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.029 0.011 1950 0.036 0.013 1951 0.065 0.050 1952 0.021 0.010 1953 0.017 0.014 1954 0.026 0.011 1955 0.041 0.011 1956 0.032 0.035 1957 0.026 0.011 1958 0.030 0.012 AC 17764 WWHM 10/19/2017 11:25:30 AM Page 9 1959 0.025 0.011 1960 0.044 0.024 1961 0.025 0.014 1962 0.016 0.010 1963 0.021 0.013 1964 0.028 0.014 1965 0.020 0.014 1966 0.019 0.012 1967 0.040 0.013 1968 0.025 0.012 1969 0.025 0.012 1970 0.020 0.013 1971 0.022 0.012 1972 0.049 0.043 1973 0.022 0.018 1974 0.024 0.012 1975 0.033 0.011 1976 0.024 0.012 1977 0.003 0.010 1978 0.021 0.013 1979 0.012 0.009 1980 0.046 0.044 1981 0.018 0.012 1982 0.035 0.016 1983 0.032 0.012 1984 0.020 0.010 1985 0.012 0.010 1986 0.051 0.013 1987 0.046 0.020 1988 0.018 0.011 1989 0.012 0.010 1990 0.095 0.025 1991 0.057 0.038 1992 0.022 0.013 1993 0.023 0.009 1994 0.008 0.009 1995 0.033 0.014 1996 0.070 0.047 1997 0.058 0.050 1998 0.013 0.010 1999 0.055 0.037 2000 0.023 0.013 2001 0.004 0.008 2002 0.025 0.013 2003 0.032 0.011 2004 0.042 0.041 2005 0.030 0.011 2006 0.035 0.028 2007 0.071 0.055 2008 0.091 0.033 2009 0.045 0.014 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0952 0.0555 2 0.0911 0.0502 3 0.0707 0.0500 17764 WWHM 10/19/2017 11:26:01 AM Page 10 0.0696 0.0467 0.0654 0.0443 5 0.0582 0.0429 0 7 0.0573 0.0410 8 0.0545 0.0379 9 0.0515 0.0366 10 0.0487 0.0352 11 0.0461 0.0334 12 0.0455 0.0277 13 0.0448 0.0247 14 0.0442 0.0242 15 0.0416 0.0203 16 0.0408 0.0184 17 0.0404 0.0163 18 0.0364 0.0141 19 0.0355 0.0138 20 0.0352 0.0137 21 0.0330 0.0137 22 0.0325 0.0137 23 0.0325 0.0136 24 0.0321 0.0134 25 0.0318 0.0133 26 0.0298 0.0132 27 0.0295 0.0129 28 0.0292 0.0127 29 0.0280 0.0127 30 0.0262 0.0125 31 0.0256 0.0125 32 0.0253 0.0125 33 0.0252 0.0123 34 0.0252 0.0122 35 0.0249 0.0121 36 0.0246 0.0120 37 0.0240 0.0120 38 0.0235 0.0119 39 0.0230 0.0119 40 0.0230 0.0117 41 0.0221 0.0116 42 0.0221 0.0114 43 0.0217 0.0113 44 0.0213 0.0113 4 5 0.0206 0.0112 4 0.0206 0.0111 47 0.0203 0.0111 48 0.0201 0.0110 49 0.0196 0.0109 50 0.0193 0.0108 51 0.0184 0.0104 52 0.0180 0.0102 53 0.0167 0.0101 54 0.0155 0.0100 5 5 0.0132 0.0098 5 0.0125 0.0097 57 0.0117 0.0096 58 0.0117 0.0095 59 0.0077 0.0088 60 0.0041 0.0087 61 0.0028 0.0077 10/19/2017 11:26:01 AM Page 11 17764 WWHM 17764 WWHM 10/19/2017 11:26:01 AM Page 12 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0148 17573 4723 26 Pass 0.0154 16164 4547 28 Pass 0.0160 14976 4370 29 Pass 0.0166 13851 4184 30 Pass 0.0172 12816 4015 31 Pass 0.0178 11817 3831 32 Pass 0.0184 10900 3630 33 Pass 0.0189 10123 3456 34 Pass 0.0195 9383 3294 35 Pass 0.0201 8737 3127 35 Pass 0.0207 8145 2973 36 Pass 0.0213 7599 2804 36 Pass 0.0219 7058 2637 37 Pass 0.0224 6590 2464 37 Pass 0.0230 6151 2331 37 Pass 0.0236 5779 2167 37 Pass 0.0242 5435 1998 36 Pass 0.0248 5097 1867 36 Pass 0.0254 4808 1692 35 Pass 0.0260 4524 1546 34 Pass 0.0265 4254 1430 33 Pass 0.0271 4017 1374 34 Pass 0.0277 3784 1309 34 Pass 0.0283 3551 1251 35 Pass 0.0289 3339 1198 35 Pass 0.0295 3138 1163 37 Pass 0.0300 2952 1131 38 Pass 0.0306 2787 1096 39 Pass 0.0312 2597 1055 40 Pass 0.0318 2449 1008 41 Pass 0.0324 2308 960 41 Pass 0.0330 2162 917 42 Pass 0.0335 2027 858 42 Pass 0.0341 1898 812 42 Pass 0.0347 1790 767 42 Pass 0.0353 1687 728 43 Pass 0.0359 1586 692 43 Pass 0.0365 1483 651 43 Pass 0.0371 1381 612 44 Pass 0.0376 1293 577 44 Pass 0.0382 1219 539 44 Pass 0.0388 1155 506 43 Pass 0.0394 1098 467 42 Pass 0.0400 1048 445 42 Pass 0.0406 997 416 41 Pass 0.0411 930 382 41 Pass 0.0417 883 354 40 Pass 0.0423 837 324 38 Pass 0.0429 789 288 36 Pass 0.0435 743 261 35 Pass 0.0441 713 236 33 Pass 0.0447 668 216 32 Pass 0.0452 631 205 32 Pass 17764 WWHM 10/19/2017 11:26:01 AM Page 13 0.0458 595 189 31 Pass 0.0464 565 175 30 Pass 0.0470 539 161 29 Pass 0.0476 497 152 30 Pass 0.0482 473 140 29 Pass 0.0487 434 119 27 Pass 0.0493 399 102 25 Pass 0.0499 366 79 21 Pass 0.0505 348 62 17 Pass 0.0511 323 58 17 Pass 0.0517 296 53 17 Pass 0.0522 272 48 17 Pass 0.0528 256 42 16 Pass 0.0534 235 38 16 Pass 0.0540 217 34 15 Pass 0.0546 195 29 14 Pass 0.0552 180 11 6 Pass 0.0558 158 0 0 Pass 0.0563 145 0 0 Pass 0.0569 129 0 0 Pass 0.0575 119 0 0 Pass 0.0581 109 0 0 Pass 0.0587 97 0 0 Pass 0.0593 91 0 0 Pass 0.0598 82 0 0 Pass 0.0604 76 0 0 Pass 0.0610 69 0 0 Pass 0.0616 61 0 0 Pass 0.0622 54 0 0 Pass 0.0628 48 0 0 Pass 0.0634 41 0 0 Pass 0.0639 38 0 0 Pass 0.0645 33 0 0 Pass 0.0651 27 0 0 Pass 0.0657 22 0 0 Pass 0.0663 21 0 0 Pass 0.0669 20 0 0 Pass 0.0674 19 0 0 Pass 0.0680 17 0 0 Pass 0.0686 13 0 0 Pass 0.0692 12 0 0 Pass 0.0698 8 0 0 Pass 0.0704 4 0 0 Pass 0.0710 3 0 0 Pass 0.0715 3 0 0 Pass 0.0721 3 0 0 Pass 0.0727 3 0 0 Pass 17764 WWHM 10/19/2017 11:26:01 AM Page 14 Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume: On-line facility target flow: 0.0228 acre-feet 0.0115 cfs. Adjusted for 15 min: Off-line facility target flow: 0.0115 cfs. 0.0076 cfs. Adjusted for 15 min: 0.0076 cfs. 10/19/2017 11:26:01 AM Page 15 17764 WWHM LID Report LID Techn}que Used for Total Volume Volume infiltration Cumulative Percent Water Qua% Percent Comment Trealment 9 Needs Through Volume Volume volume Water Quality Treatment Fadllty (ac-ft) Infiltration infiltrated Treated tac-ftl (ao-ft) Credit SSD lapfc. 1 POC 0 123.82 [, 0.00 Total Volume Infiltrated 123.82 0.00 0.00 0.00 0.00 0% NoTre'A f:fesr d DwMn Compliance with LID Analysts Standard S% of 2-yrto 50% of ft5-Ult= 2-Yr Failed 17764 WW-IM 10/19/2017 11:26:01 AM Page 16 Model Default Modifications I Total of 0 changes have been made. PERLND Changes No PERLND changes have been made_ 1MPLND Changes No IMPLN❑ changes have been made. 10/19/2017 11:26:23 AM Page 17 17764 WWHM Appendix Predeveloped Schematic Basin 1 1.01 ac i —- 17764 WWHM 10/19/2017 11:26:23 AM Page 18 Mitigated Schematic 1Basin Basin 3.96ac l - - SSD Table I ---A 1 1 I 17764 WWHM 10/19/2017 11:26:23 AM Page 19 Disclaimer Legal Notice are This program and accompanying docume Cation entire risk regarding the performance and of tis provided p ogram is assumed by End User. Clear e icensee r sublicensees sclaim er Creek Solutions Inc. and the governmental lima led to implied warranties ofiprog amlandraccompanying expressed or implied, including but not limited p documentation. In no event shall Clear Creek reloss of business profitsSolutions Inc. be l, loss of business information, (including without limitation to damagesto use business interruption, and the oli like) risthg> out of th representatie use of, ve reek have been advised program even if Clear Creek Solutions Inc e r p b Clear Creep Solutions, Inc. 2005 2017; All possibility of such damages. Software Copyright y Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1 (866)943-0304 Local (360)943-0304 www. ciearcreeksol uti ons. co m 17764 WWHM 10/19/2017 11:26:23 AM Page 32 StormTech Stage Storage Table Project: Chamber Model - Units - Number of Chambers - Number of End Caps - Voids in the stone (porosity) - Base of Stone Elevation - Amount of Stone Above Chambers - Amount of Stone Below Chambers - Area of system - MC-3500 Imperial g6 30 40 % StvrmTech® >i d,>,a f mWIZDS 0. 0 It 1$ in P Indude Perimeter stone In Calculations 0 in 5835 sf Min. Area - 5443 sf min. area Storm Tech requires a minimum or 9 inches of stone below the chambers. This table is for modeling purposes only. Please see the engineers drawings for the actualfwm r+toratnne+xHowum dternbars. Height of System (inches) jlncrementalSingje� Chamber (cubic feet) Incremental Single End Cap (cubic feet) Incremental Chambers (cubic feet) Incremental End Cap (cubic feet) Incremental Stone (cubic feet) Incremental h, EC and Stone (cubic feet) umulatwe System I (cubic feet) Elevation (feet) 63 0.00 000 0.00 0.00 194.50 194.50 15867.98 5.25 62 0.00 0.00 0.00 0.00 194.50 194.50 18673.48 5.17 61 0.00 0.00 0.00 0.00 194.50 194.50 18478.98 5.08 60 0.00 0.00 0.00 0.00 194.50 194.50 18284.48 5.00 59 0.00 0.00 0.00 0.00 194.50 194.50 18089.98 4,92 58 0.00 0.00 0.00 0.00 194.50 194.50 17895.48 4,83 57 0.00 0.00 0.00 0.00 194.50 194.50 17700.98 4.75 56 0.00 0.00 0.00 0.00 194.50 194.50 17506.48 4,67 55 0.00 0.00 0.00 0.00 194.50 194.50 17311.98 4.58 54 0.00 0.00 0.00 0.00 194.50 194.50 17117.48 4.50 53 0.00 0.00 0.00 0.00 194.50 194.50 16922.98 4.42 52 0.00 0.00 0.00 0.00 194.50 194.50 16728.48 4.33 51 0.00 0.00 0.00 0.00 194.50 194.50 16533.98 4.25 50 0.00 0.00 0.00 0.00 194.50 194.50 16339.48 4.17 49 0.00 0.00 0.00 0.00 194.50 194.50 16144.98 4.08 48 0.00 0.00 0.00 0.00 194.50 194.50 15950.48 4.00 47 0.00 0.00 0.00 0.00 194.50 194.50 15755.98 3.92 46 0.00 0.00 0.00 0.00 194.50 194.50 15561.48 3.83 45 0.06 0.00 5.58 0.00 192.27 197.85 15366,98 3.75 44 0.19 0.01 18.63 0.30 186.93 205.86 15169.13 3.67 43 0.29 0.01 28.22 0.30 183.09 211.61 14963.27 3.58 42 0.40 0.02 38.75 0.60 178.76 218.11 14751.66 3.50 41 0.69 0,04 65.97 1.20 167.63 234.80 14533.55 3.42 40 1.03 0.05 98.72 1.50 154.41 254.63 14298.75 3.33 39 1.25 0.07 119.95 2.10 145.68 267.73 14044.12 3.25 38 1.42 0.09 136.53 Z 70 138.81 278.04 13776.38 3.17 37 1.57 0.10 151.02 3.00 132.89 286.91 13498.34 3.08 36 1.71 0.12 163.89 3.60 127.51 294.99 13211,43 3.00 35 1.83 0.14 175,54 4.20 122.61 302,34 12916.44 2.92 34 1.94 0.16 186.03 4,80 118.17 309.00 12614,10 2.83 33 2.04 0.18 195.92 5.40 113.97 315.29 12305.10 2.75 32 2.13 0.20 204.93 6.00 110.13 321.06 11989.81 2.67 31 2.22 0.21 213,53 6.30 106.57 326.40 11668.75 2.58 30 2.31 0.24 221.45 7.20 103.04 331,69 11342.36 2.50 29 2.38 0.26 228.94 7.80 99.80 336,54 11010.67 2.42 28 2.46 0.27 236,07 8.10 96.83 341.00 10674.12 2.33 27 2.53 0.29 242.70 8.70 93.94 345.34 10333.12 2.25 26 2,59 0,32 249.00 9.60 91.06 349.66 9987.78 2.17 25 2.66 0.33 254.98 9.90 88.55 353.43 9638.12 2.08 24 2.72 0.35 260.65 10.50 86.04 357.19 9284.69 2.00 23 2.77 0.37 266.04 11.10 83.64 360.79 8927.50 1.92 22 2.82 0.39 271.17 11.70 81.35 364.22 8566.71 1.83 21 2.88 0.41 276.04 12.30 79.16 367.51 8202.49 1.75 20 2.92 0,43 280.72 12.90 77.05 370.67 7834.99 1.67 19 2.97 0.45 285.11 13.50 75.06 373.67 7464.32 1.58 18 3.01 0.46 289.20 13.80 73.30 376.30 7090.65 1.50 17 3.05 0.48 293,11 14.40 71.49 379.01 6714.35 1.42 16 3.09 0.49 297.05 14.70 69.80 381.55 6335.35 1.33 15 3.13 0.51 300.53 15.30 68.17 384.00 5953.80 1.25 14 3.17 0.52 303.90 15.60 66.70 386.20 55%80 1.17 13 3.20 0.54 307.15 1620 65.16 388.51 5183.59 1.08 12 3.23 0.54 310.19 16.20 63.95 390.33 4795.09 1.00 11 3.26 0.56 313.10 16.80 6254 392.44 4404.75 0.92 10 3.29 0.57 315.86 1710 61.31 394.28 4012.32 0.83 9 3.32 0.58 318.52 17.40 60.13 396.05 3618.04 0.75 8 3.34 0.58 321.04 17.40 59,13 397.56 3221.98 0.67 7 3.37 0.60 323.39 1800 57.95 399.33 2824.42 0.58 6 339 0.60 325.68 18.00 57.03 400.71 2425.09 0.50 5 3.41 0.61 327.80 18.30 56.06 402.16 2024.38 0.42 4 344 0.61 329.95 18.30 55.20 403.45 1622.22 0.33 3 346 0.62 331.94 18.60 54.28 404.82 1218.77 0.25 2 3.48 0.63 333.95 18.90 53.36 406.21 813.95 0.17 1 351 0.63 336.49 18.90 52.34 407.73 407.73 0.08 w Q rr O U) w J -J StormTech Information Stormffiech$ Detention • Retention • Water Quality StormTech MC-3500 Chamber Designed to meet the most stringent in performance standards for superior str tural integrity while providing designer; with a cost-effective method to save valuable land and protect water resources. The StormTech system is designed primarily to be used under parking lots thus maximiz- ing land usage for commercial and municipal applications. StormTech MC-3500 Chamber (not to scale) Nominal Chamber Specifications _ Size (L x W x H) 90" (2286 mm) x 77" (1956 mm) x 45" (1143 mm) Chamber Storage 109.9 ft3 (3.11 m3) Min. Installed Storage' 178.9 ft3 (5.06 m3) Weight 134 Ibs 60.8 k This assumes a minimum of 12" (305 mm) of stone above, 9" (229 mm) of stone below chambers, 9" (229 mm) of row spacing, and 40% stone porosity. - Shipping 1 15 chambers/pallet 1 7 end caps/pallet 7 pallets/truck StormTech MC-3500 End Cap (not to scale) Nominal End Cap Specifications Size (L x W x H) 25.7" (653 mm) x 75" (1905 mm) x 45' (1143 mm) End Cap Storage 14.9 ft3 (0.42 m3) Min. Installed Storage' 46.0 ft3 1.30 m3 Weight 49 Ibs (22.2 kg) " This assumes a minimum of 12" (305mm) of stone above, 9" (229 mm) o1 stone below, 9" (229 mm) row spacing, 6" (152 mm) of stone perimeter, and 40% stone porosity. 22.2" (564 mm)� 0" 45 p mm) (1143 mm) r L 25.7" J 0 mm) 0" mm) 69 Storage Volume Per Chamber/End Cap ft3 (m3) Bare Chamber/End Cap and Stone Unit Volume - Stone Foundation Storage Depth in. (mm) 111111 (m3) 9 (229) 12 (305) 15 (381) 18 (457) MC-3500 Chamber 109.9 (3.11) 178.9 (5.06)1 184.0 (5.21) `'189.2 (5.36) 194.3 (5.5) MC-3500 End Cap 114.9 (0.42) 146.0 (1.33) 47.7 (1.35)149.4 (1.40)I51.1 (1.45) NOTE.- Assumes 40% porosity for the stone plus the chamber/end cap volume. End Cap volume assumes 6" (152mm) stone perimeter. Volume of Excavation Per Chamber/End Cap in yd3 (m3) Stone Foundation Depth in. (mm) 9 (229) 12 (305) 15 (381) 18 (457) MC-3500 12.4 (9.5) 12.8 (9.8) 13.3 (10.2) 13.8 (10.5) End Cap 4.1 (3.1) 4.2 (3.2) 4.4 (3.3) 4.5 (3.5) NOTE: Assumes 9" (229 mm) of separation between chamber rows, 6" (152 mm) of perimeter in front of end caps, and 24" (610 mm) of cover. The volume of excavation will vary as depth of cover increases. General Cross Section CHAMBERS SHALL MEET ASTM F 2416 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" MC-3500 CHAMBER NOMINAL 3l4 - 2 INCH [19 mm - 51 mm] CLEAN, CRUSHED, ANGULAR STONE (AASHTO M43 #3 & #4 STONE SIZES ALLOWED) z NON -WOVEN GEOTEXTILE ALL AROUND ANGULAR STONE 6" N [152 Amount of Stone Per Chamber ENGLISH tons (yd') Stone Foundation Depth 9 in. 12 in. 15 in. 18 in. MC-3500 9.1 (6.4) 9.7 (6.9) 10.4 (7.3) 11.1(7.8) End Cap 4.1 (2.9) 4.3 (3.0) 4.5 (3.2) 4.7 (3.3) METRIC kg (m') 229 mm 305 mm 381 mm 457 mm MC-3500 8220 (4.9) 8831 (5.3) 9443 (5.6) 10054 (6.0) End Cap 3699 (2.2) 3900 (2.3) 4100 (2.4) 4301 (2.6) NOTE. -Assumes 12" (305 mm) of stone above, and 9" (229 mm) row spacing, and 6" (152mm) of perimeter stone in front of end caps. CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F 2767 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" 24" [610 mm] 6 0' [2.4 m] MIN.- MAX. 9" [229 mm) MIN. NOTES: 1. THIS CROSS SECTION PROVIDES GENERAL INFORMATION FOR THE MC-3500 CHAMBER. STORMTECH MC-3500 CHAMBERS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE MC-3500 DESIGN MANUAL AND MC-3500 CONSTRUCTION GUIDE. 2. PROPERLY INSTALLED MC-3500 CHAMBERS PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR EARTH AND LIVE LOADS WITH CONSIDERATION FOR IMPACT AND MULTIPLE PRESENCES. 3. PERIMETER STONE MUST ALWAYS BE BROUGHT UP EVENLY WITH BACKFILL OF BED. PERIMETER STONE MUST EXTEND HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH STRAIGHT OR SLOPED SIDEWALLS. J Stormffl:ecch Detention " Retention " Water Quality A division of llLlLlr�= 70 Inwood Road, Suite 3 I Rocky Hill I Connecticut 106067 860.529.8188 1888.892.2694 I fax 866.328.8401 I fax 860-529-8040 I www.stormtech.com ADS "Terms and Conditions of Sale" are available on the ADS website, www.ads-pipe.com, �'[$ Advanced Drainage Systems, the ADS logo, and the green stripe are registered trademarks of Advanced Drainage Systems. StormTechg, is a registered trademark of StormTech, Inc The Green Building Council Member logo is a registered trademark of the U.S. Green Building Council, S150909 03/2014 Printed on recycled paper © 2014 Advanced Drainage Systems, Inc. 70 East Threshold Discharge Area WWHM Calculations WWHI PROJECT General Model Information Project Name: 17764-East TDA Site Name: Jacksons #636 Site Address: 1520 S 348th St City: Federal Way Report Date: 10/19/2017 Gage: Seatac Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.00 Version Date: 2016/02/25 Version: 4.2.12 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year 17764-East TDA 10/19/2017 3:27:04 PM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Forest, Flat 0.18 Pervious Total 0.18 Impervious Land Use acre Impervious Total 0 Basin Total 0.18 Element Flows To: Surface Interflow Groundwater 17764-East TDA 10/19/2017 3:27:04 PM Page 3 Mitigated Land Use Basin 1 No Bypass: Groundwater: No Pervious Land Use acre 0.05 C, Lawn, Flat Pervious Total 0.05 Impervious Land Use acre 0.13 PARKING FLAT Impervious Total 0.13 Basin Total 0.18 Element Flows To: Interflow Surface Groundwater 17764-East TDA 10/19/2017 3:27:04 PM Page 4 Routing Elements Predeveloped Routing 10/19/2017 3:27:04 PM 17764-East TDA Page 5 Mitigated Routing ..j 17764-East TDA 10/19/2017 3:27:04 PM Page 6 Analysis Results POC 1�� +o -p q,muleeve ProhahJM 001 Doi 00 D01 9W1 O • J IL 001 0 000+ 10 100 00001 10 zo 30 50 7o BO 0 001 GE5 10E-4 1 DE-3 1OE2 10E1 OS 1 1 5 ' Peroortt Time Exocedin9 Mitigated + Predeveloped x Predeveloped Landuse Total POC #1 Total Pervious Area: 1$r 0 Total impervious Area: Mitigated Landuse Totals for POC #1 Total Pervious Area: 0 05 13 Total Impervious Area: Frequency Method: Log Pearson Type ill 176 Plow Return Periods for Predeveloped. POC #1 Flow Frequency Return Period Flow(cts) 0.005292 2 year p.D08312 5 year 0.010023 10 year 0.011835 25 year 0.012957 50 year 0,013911 100 year Periods for Mitigated. POC #1 Plow Frequency Return F❑ s} Return Period 0 052762 2 year Q•067846 5 year 0.078237 10 year 0.091861 25 year 0.102389 50 year 0.113252 100 year Annual Peaks i POC #1 dated• Annual Peaks for Predeveloped d Mitd`�g Predeve P Year 1949 0.005 0.071 0.071 1950 0.006 0.012 0.044 1951 1952 0.004 0.036 0,039 1953 0.003 0.005 0.043 1954 1955 0.007 0.048 0.047 1956 Q.006 0.005 0.056 1957 1958 0.005 p.043 10/19/2017 3:27:04 PM Page 7 17764-East TDA 1959 0.005 0.042 0.046 1960 0.008 0.004 0.047 1961 1962 0.003 0.039 0.046 1963 0.004 0.005 0.043 1964 1965 0.004 0.058 0.037 1966 0.003 0.007 0.064 1967 1968 0.004 " 0.073 0.053 1969 0.004 0.004 0.049 1970 1971 0.004 0.059 0.065 1972 0.009 0.004 0.034 1973 1974 0.004 0.055 0.058 1975 0.006 0.004 0.042 1976 1977 0.000 0.042 0.052 1978 0.004 0.002 0.071 1979 1980 0.008 0.073 0.055 1981 0.003 0.006 0.079 1982 1983 0.006 0.061 0.040 1984 0.003 0.002 0.055 1985 1986 0.009 0.046 0.071 1987 0.008 0.003 0.042 1988 1989 0.002 0.052 0.107 1990 0.017 0.010 0.082 1991 1992 0.004 0.039 0.033 1993 0.004 0.001 0.035 1994 1995 0.006 0.048 0.055 1996 0.012 0.010 0.052 1997 1998 0.002 0.050 0.108 1999 0.010 0.004 0.053 2000 2001 0.001 0.055 0.070 2002 0.004 0.006 0.055 2003 0,007 0.101 2004 2005 0.005 0.046 0.041 2006 0.006 0.013 0.096 2007 2008 0.016 0.081 0.064 2009 0.008 Ranked Annual Peaks evetiaPe and Mitigated. POC # Ranked Annual Peaks far Pre, predev'elvped Mitigated Rank 0.0170 0.1084 1 0.0162 0.1071 2 0 0126 0.1006 Page 8 10/19/2017 3:27:36 PM 17764-East TDA 4 0.0124 0.0955 0.0823 5 0.0117 0.0104 0.0808 6 7 0.0102 0.0793 0.0733 8 0.0097 0.0092 0.0732 9 10 0.0087 0.0715 0.0714 v 11 p.0082 0.0081 0.0707 12 13 0.0080 0.0705 0.0703 14 0.0079 0.0074 0.0649 15 16 0.0073 0.0642 0.0642 17 0,0072 0.0065 0.0612 18 19 0.0063 0.0588 0.0580 20 0.0063 0.0059 0.0579 21 22 0.0058 0.0558 0.0549 23 p.0058 0.0057 0.0548 24 25 0.0057 0.0548 0.0547 1 26 0.0053 p.0053 0.0547 27 28 p.0052 0.0547 0.0527 i 29 0.0050 0.0047 0.0526 30 31 0.0046 0.0524 0.0524 32 0.0045 0.0045 0.0523 33 34 0.0045 0.0497 0.0493 35 0.0044 0.0044 0.0482 1 36 37 0.0043 0.0480 0.0474 _ 38 0.0042 p.0041 0.0471 39 40 0.0041 0.0462 0.0461 -� 41 p .0039 0.0461 42 43 .0039 0.0039 0.0456 0.0445 44 0 .0038 .0 03 0.0430 45 46 0,0037 0.0429 0.0427 ' 47 p.0036 6 0.0036 0.0423 49 0.003 0.0422 0.0420 50 0.0034 0,0033 0.0419 51 52 0_0032 0.0415 0.0398 53 0.0030 0,0028 0.0395 - , 54 55 0.0023 0.0391 0.0390 56 pp022 , 00021 0.0369 57 58 p.0021 0.0362 0.0350 59 0.000.0014 14 0.0344 60 0,0005 0.0332 61 10/19/2017 3:27:36 PM Page 9 17764-East TDA Appendix Predeveloped Schematic Basin ;1 0.18aci r' 17764-East TDA 10/19/2017 3:28:11 PM Page 17 10/19/2017 3:28:11 PM 17764-East TDA Page 18 Disclaimer Legal Notice This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Dear Creek Solutions Inc. or their authorized representatives have been advised of the possibility -of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2017; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com 17764-East TDA 10/19/2017 3:28:11 PM Page 29 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN Conveyance calculations for the project will be provided in this section upon final engineering. 17764.002.doc 6.0 SPECIAL REPORTS AND STUDIES The following reports are included in this section: • Geotechnical Engineering Report prepared by Geotech Consultants, Inc. dated June 1, 2017 17764.002.doc OEorrRCH CONSULTANTS, INC. Jacksons aka PacWest Energy, LLC 3450 East Commercial Court Meridian, Idaho 83642 Attention: Jack Davis via email. jack.davis@jacksons.com Subject: Geotechnical Engineering Study Proposed Reconstructed Convenience Store 1520 South 3481h Street & 34713 —161 Avenue South (Store #636) Federal Way, Washington Dear Mr. Davis: 2401 loth Ave E Seattle, Washington 98102 (425) 747-5618 FAX (425) 747-8561 June 1, 2017 JN 16584 We are pleased to present this geotechnical engineering report for the reconstruction of the existing Store #636 in Federal Way. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork, stormwater infiltration considerations, and design criteria for foundations and retaining walls. This work was authorized by your acceptance of our proposal, P-9652, dated December 15, 2016. We were provided with a preliminary site plan developed by Barghausen Consulting Engineers, Inc., which is dated November 16, 2016. Based on this plan, we understand that the existing convenience store will be demolished and a new store will be constructed in center of the the northern lot (#34713). The existing car wash will be demolished to provide new parking spaces. The relocation of the store will allow additional parking spaces along the southern and eastern side of the store and along the eastern property line. The existing fuel canopy and pump islands will be demolished and moved to the north near the southern footprint of the existing convenience store. The proposed canopy will be larger and contain extra fueling stations. The existing fuel underground storage tanks (LISTS) will remain in their current location on the east side of the south lot. It is our understanding that the store will be constructed near the existing grade; however deep excavations on the order of 10 feet or greater may be required for a new stormwater detention vault on the west side of the new building. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the subject site consisting of two adjacent lots in Federal Way. The southern lot (#1520) is rectangular shaped and is located on the GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 A 16584 Page 2 and 158 northern side of South 348t" Street with a total T�150 r�enf of frontage �onvegenre storetis located feet along 16'" Avenue South 1, the east side. near the center of this parcel, and has a detached drive-throughdoth ofwash he buildingsits thatoff conta contains northeast side of the building. A fueling canopy is located Y two pump islands. The fuel USTs are located ea �tovs a ecThesoutheast ornery ofnience store. A lthe 1p property is around the north and west sides of the convene boundary. covered with a grass lawn and several trees line the western property th The no rthern lot (#34713) is also rectangular shaped and is loocateedtonn the western single story Avenue South with a total of 79 feet of frontage and a maxima depth auto repair shop lies in the north -central portion of the site with parking to the east. The western portion of this lot contains several storage trade d heavy equipment lifts. A paved driveway leads from the eastern parking lot through the western storage area to the northwestern property boundary. The remainder of the lot is covered with gray omob air. The The properties r❑ erties in the north and west contain businesses tslated tdingtcommie c appropertieste is essentially flat. There are no steep slopes on the site or the SUBSURFACE plored by drilling seven test borings at the approximate locations The subsurface conditions were ex sho wn on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. e test borings were drilled on May 17, 2017 with a large, als with aer rstandard Ipenetra penetration ger drill. The approximate 2.5 and 5 foot intervals Samples were taken at app the soil This split -spoon sampler, which has a 2-inch outside diameter, loe ueod to advanceothe sampler ha given pound hammer falling 30 inches. The number of blowsA evtechnical engineer from our staff distance is an indication of the soil density or consistency. 9 nd obta ined ob served the drilling process, logged the test borings, a Plates 3 through gentative samples of the soil encountered, The Test Boring Lags are attache as Soil/ Conditions s were conducted within the northern lot (#34713). Test Borings 1 through Four test boring 4 encountered 2.5 to 7 feet of loose weathered glacial till. It sn possible that the uppermost soil in very dense silty sand that is referred to as glacial P were layers of sand of Boring 1 is fill. Interbedded at different elevations withihehmaxim�m glacial ielxplo ed depths of 6 5 varying thickness. The glacial till sands extended to to 21.5 feet. Three test borings were conducted on the southern property (#1520)- Test Borings 5 through 7 encountered 4.5 to 7 feet of fill overlying ense n our samples,very 5suglgstingithat the and glacial till. No weathered layer was encounteredon, The loose native soils were stripped during the original construction of theconstruction tof the fueling soils encountered may have been placed during toriginal canopies and USTs. The dense soils extended to the maximum explored depths of 16.5 feet. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 J N 16584 Page 3 The buried USTs are likely surrounded by clean gravel, such as pea gravel. The extent of the backfilled excavation is not known. Considering the impervious nature of the glacial till, this gravel -filled excavation likely contains some amount of water. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Although our explorations did not encounter cobbles or boulders, they are often found in soils that have been deposited by glaciers or fast-moving water. Groundwater Conditions Slight perched groundwater seepage was observed at a depth of 16 and 20 feet in Test Boring 2. It is common to find perched groundwater on top of the glacial till, which is essentially impervious or trapped in sand seams within the glacial till soils. Groundwater was also encountered at a depth of 16 feet in Test Boring 7. The test borings were left open for only a short time period. Therefore, the seepage levels on the logs represent the location of transient water seepage and may not indicate the static groundwater level. It should be noted that groundwater levels vary seasonally with rainfall and other factors. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test boring logs are interpretive descriptions based on the conditions observed during excavation. CONCLUSIONS AND RECOMMENDATIONS GENERAL THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test borings conducted for this study encountered dense silty sand and glacial till below 2.5 to 7 feet of fill and loose silty sand. The dense glacial till is very well suited to support the new building, canopy and stormwater detention vault; conventional shallow foundations bearing directly on the glacial till or on structural fill placed on top of the glacial till can be used to support the new structures. Any "thickened slabs" that carry building loads should also be excavated to bearing soils, just like a footing. We recommend that the final bearing surfaces for foundations be excavated with a smooth bucket or a "grade" bar to prevent disturbance of the underlying soils that usually results from the teeth on an excavator's bucket and to maintain the provided high bearing capacity of the glacial till. Overexcavation through the upper fill soils will likely be necessary to reach the competent bearing glacial till for the new convenience store and fueling canopy. A typical detail for overexcavations beneath footings is attached to this report as Plate 11. Due to the amount of organics in the existing fill soils encountered onsite, they should not be reused as structural fill under foundations. We recommend structural fill beneath the new footings consist of 2- to 4-inch quarry spalls, 2- to 4-inch concrete spalls, or 2-inch ballast rock that is adequately compacted by tamping it into place with an excavator bucket. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 JN 16584 Page 4 extend close to the sidewalls of the old UST The eastern columns of the new canopy may should be mns s excavation. Any overexcavation necessary below the two eastern canopy columns hro riatfor this backfilled with concrete or lean -mix concrete. Compacted structural fill is not app p condition. The native sand soils are silty in nature and thus very Therefore, ry moisture we recommend that any bearing ensitive. When wet, these soils can become softened from equipment and foot traffic. surfaces which are exposed without the need for oust ail a rs�l°a�and llast rock, or clean crushed structural fill, be covered with 4 to 6 inches of quarry p rock to prevent disturbance of the footing subgrades during the foundation construction. This will likely be particularly important in the vault excavation. ial As discussed above, all seven of the test borings conducted donne encountered densfell glacloasel (hardpan) at depths of 2.5 to 7 feet below the groundtypically causes any weathered silty sand. The glacial till is essentially ei so impervious, be ome perched on top of it, groundwater that percolates through the upper of sub•ect site and the surrounding area, it is our opinion Considering this and the flat topography 3 that onsite infiltration or dispersion of stormwater is infeasibleaode oats i top make andeterpminationnof opinion, the seven test borings conducted onsite q stormwater infiltration feasibility and no further explorations or testing are necessary. It is our understanding that a stormwater detention facility is planned for the project. Therwoalls Of storm vaults must be designed as eitherare e. lror restraineretaining walls, as prsented tithe Permanent Foundation and Wall pressures for the expected sail conditions Ca Retaining Wails section of this report. Permanent retaining walls slurmust b h ndpt provided with ad sq also te drainage systems to prevent a build-up of hydros pstorage important that drainage be provided for the bav provided, ckfilletl he walls must be designed forwalls above the design forceshydrostatic elevation for the vault. Should drainage not be ptures must be forces acting on the outside of the structure. The boaakfill for all Trenches for underground de groundcs#ru totes and compacted in lifts according to the criteria of this rep utilities should not crass a line extending downwards wa ds from aom a new rp operty linng e at an aninclination of of 1:1 (HorizontalMertical), or a line extending down 1:1 (H:V). We should be Consulted if these excavation g�ose5ils�ction of this report installation ld be storm facilities or other utilities. The Excavations an P excavations for the reviewed for additional recommendations regarding the necessary deep proposed stormwater detention vault. ly on the The erosion control measures needed during the site hai al splmfen�e will be peeded airound the weather conditions that are encountered. We anticipate downslope sides of any cleared areas. Existing pavements, gex Deed sal! and Rocked staging areas be left in place wherever possible to minimize the amo p and construction access roads should be provided to reduce the the mount � oadis should follow the mud carried off the property by trucks and equipment. Wherever possible alignment of planned pavements. Trucks should not be ith° allowed during wet weather. Following areas. Cut slopes and soil stockpiles should be o mulch or hydraseed bare areas that will not be clearing or rough grading, it may be necessary immediately covered with landscaping or an impervious surfs e. Onion most measuresruction for address ects, it is necessary to periodically maintain or modify temporary specific site and weather conditions. GEOTECH CONSULTANTS, INC. PacWest Energy JN 16584 June 1, 2017 Page 5 The drainage and/or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Water vapor also results from occupant uses, such as cooking and bathing. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS In accordance with the International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Site Class Type C (Very Dense Soil and Soft Rock). As noted in the USGS website, the mapped spectral acceleration value for a 0.2 second (Ss) and 1.0 second period (Si) equals 1.28g and 0.49g, respectively. The site soils are not susceptible to seismic liquefaction because of their dense nature and the absence of near -surface groundwater. This statement regarding liquefaction includes the knowledge of the peak ground acceleration that is anticipated under a 1-in-2,500-year seismic event (Maximum Considered Earthquake). CONVENTIONAL FOUNDATIONS The proposed structures can be supported on conventional continuous and spread footings bearing on undisturbed, dense, glacial till, or on structural fill placed above this competent native soil. See the section entitled General Earthwork and Structural Fill for recommendations regarding the placement and compaction of structural fill beneath structures. Adequate compaction of structural fill should be verified with frequent density testing during fill placement. Prior to placing structural fill beneath foundations, the excavation should be observed by the geotechnical engineer to document that adequate bearing soils have been exposed. We recommend that continuous and individual spread footings have minimum widths of 12 and 16 inches, respectively. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. GEOTECH CONSULTANTS, INC. JN 16584 Page 6 PacWest Energy June 1, 2017 es must be cleaned of loose or disturbed soil prior to pouring concrete. Depending Footing subgrad require removing the disturbed soil by hand. upon site and equipment constraints, this may q be required below the footings to expose Depending on the final site grades, overexcavation may s the sum of the depth of the ' e soli. Unless lean concrete is used to as an vverexcavated hole, the competent native overexcavation must be f at feast as wide at thenbottom over se of the excavation. if lean overexcavation and the footing width. For example, an overexcavation ban extending � feet below the. bottom of a 2-foot-wide footing must be at least extend 6 inches beyond the edges of the footing. A concrete is used, the overexcavation need only typical detail for overexcavation beneath footings is attached as Plate 11 ordin to the llowin allowable bearing pressures appropriate for footings constructed acc 9 The fv 9 above recommendations: - COMM' 4,000 psf 7competent lt footings placed directly on tive soil 2,500 psf ations supported on tive soils or on structural fill competent native soil Where: (i) psf is pounds per square foot. pressures may be used when considering short-term A one-third increase in these design bearing p to 5 feet in wind or seismic loads. For the above design criteria, it is anticipated strauctura�tflll post-construction construction settlement of footings founded on competent native soil, thickness, will be less than one inch. friction between the foundation and Lateral loads due to wind or seismic forces may be resisted by r b the vertical, cured directly against relatively bearing soil, o Y passive earth pressure acting on level, well -compacted fill. We recommend using the foundation. For the latter condition, the foundation must be either p level, undisturbed soil or be surrounded by fa4lvwing ultimate values for the foundation's resistance to lateral loading: Coefficient of Friction 0.50 Passive Earth Pressure 300 pcf Where: pcf is Pounds per Cubic Foot, and Passive Earth Pressure is computed using the Equivalent Fluid Density. the passive earth pressure given above will If the ground in front of a foundation is nd aint or sloping, fty factor of at least 1.5 for the foundation's not be appropriate. We recv hen i {rigb�Ve ultimate values. resistance to lateral loading, GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 JN 16584 Page 7 FOUNDATION AND RETAINING WALLS Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PARAMETER VNLLTE, Active Earth Pressure * (See Below 35 pcf Note for Restrained Vault Walls) Passive Earth Pressure 350 pcf Coefficient of Friction 0.50 Soil Unit Weight 135 pcf Where: pcf is Pounds per Cubic Foot, and Active and Passive Earth Pressures are computed using the Equivalent Fluid Pressures. * For a restrained detention vault wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 22H psf should be used for the active design earth pressure. H is the effective design height of the vault wall. H would be measured from the final ground surface to the base of the vault wall, where it connects to the foundation. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to heavy truck loads behind the vault walls can be accounted for by adding a uniform pressure equal to 3 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back -calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate only for a shear key poured directly against undisturbed native soil, or for the depth of level, well -compacted fill placed in front of a retaining or foundation wall. The values for friction and passive resistance are ultimate values and do not include a safety factor. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. Wall Pressures Due to Seismic Forces The surcharge wall loads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above -recommended active pressure. The recommended surcharge pressure is 7H pounds � per square foot (psf), where H is the GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 JN 16584 Page 8 design retention height of the wall. Using this increased pressure, the safety factor against sliding and overturning can be reduced to 1.2 for the seismic analysis. Retaininq Wall Sackfill and Waterproofing Backfill placed behind retaining or foundation walls should be coarse, free -draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If retaining or vault walls are backfilled with on -site soils, a minimum 12-inch width of free -draining gravel should be placed against the walls to allow rapid drainage down to the footing drain. For the detention vault, a drainage composite similar to Miradrain 6000 could be used instead of the 12-inch width of gravel. The drainage composites should be hydraulically connected to the foundation drain system. Free -draining backfill or gravel should be used for the entire width of the backfill where seepage is encountered. For increased protection, drainage composites should be placed along cut slope faces, and the walls should be backfilled entirely with free -draining soil. The later section entitled Drainage Considerations should also be reviewed for recommendations related to subsurface drainage behind foundation and retaining walls. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. Also, subsurface drainage systems are not intended to handle large volumes of water from surface runoff. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. Water percolating through pervious surfaces (pavers, gravel, permeable pavement, etc.) must also be prevented from flowing toward walls or into the backfill zone. The compacted subgrade below pervious surfaces and any associated drainage layer should therefore be sloped away. Alternatively, a membrane and subsurface collection system could be provided below a pervious surface. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above -recommended design earth pressures to be appropriate. The wall design criteria assume that the backfill will be well -compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand -operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. The section entitled General Earthwork and Structural Fill contains additional recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold -joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 J N 16584 Page 9 reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact an experienced envelope consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. The General, Slabs -On -Grade, and Drainage Considerations sections should be reviewed for additional recommendations related to the control of groundwater and excess water vapor for the anticipated construction. SLABS -ON -GRADE The building floors can be constructed as slabs -on -grade atop non -organic native soil, or on structural fill. The subgrade soil must be in a firm, non -yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. If the existing fill is left in place under a slab, it may undergo noticeable settlement relative to the foundations. Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. This can affect moisture -sensitive flooring, cause - imperfections or damage to the slab, or simply allow excessive water vapor into the space above the slab. All interior slabs -on -grade should be underlain by a capillary break drainage layer consisting of a minimum 4-inch thickness of clean gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of less than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than 10 percent. Pea gravel or crushed rock are typically used for this layer. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture -sensitive equipment or products. ACI also notes that vapor retarders such as 6-mil plastic sheeting have been used in the past, but are now recommending a minimum 10-mil thickness for better durability and long term performance. A vapor retarder is defined as a material with a permeance of less than 0.3 perms, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where vapor retarders are used under slabs, their edges should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.01 perms when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 J N 16584 Page 10 EXCAVATIONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the underlying dense glacial till at the subject site would generally be classified as Type A. Therefore, temporary cut slopes greater than 4-feet in height should not be excavated at an inclination steeper than 0.75:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. The loose upper native and fill soils would be classified as Type B soils and should not be excavated at an inclination steeper than 1:1 (H:V). It should be noted that our explorations onsite were only moderately deep, extending only to a maximum depth of 21.5 feet below the existing site grade. Excavations for the proposed stormwater detention vault probably will not extend deeper than this. If they do, and differing soil conditions are encountered below the maximum explored depth of our explorations, the above - stated allowable temporary cut slope inclinations may need to be modified. This is particularly true if heavy groundwater seepage and/or caving conditions are encountered in the cuts. In these instances, measures such as placing ballast rock against the cut slopes to buttress the cut face can be necessary. It would be prudent to excavate a test pit in the area of the proposed vault to the design bottom -of -excavation early in the construction of the project determine if any unexpected soil and/or groundwater conditions need to be addressed. The above -recommended temporary slope inclinations are based on the conditions exposed in our explorations, and on what has been successful at other sites with similar soil conditions. It is possible that variations in soil and groundwater conditions will require modifications to the inclination at which temporary slopes can stand. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. It is also important that surface runoff be directed away from the top of temporary slope cuts. Cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that sand and/or loose soil can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. These recommendations may need to be modified if the area near the potential cuts has been disturbed in the past by utility installation, or if settlement -sensitive utilities are located nearby. All permanent cuts into native soil should be inclined no steeper than 2:1 (H:V). Fill slopes should not be constructed with an inclination greater than 2.5:1 (H:V). To reduce the potential for shallow sloughing, fill must be compacted to the face of these slopes. This can be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Adequate compaction of the slope face is important for long-term stability and is necessary to prevent excessive settlement of patios, slabs, foundations, or other improvements that may be placed near the edge of the slope. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. All permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 J N 16584 Page 11 DRAINAGE CONSIDERATIONS Footing drains should be used where: (1) Crawl spaces or basements will be below a structure; (2) A slab is below the outside grade; or, (3) The outside grade does not slope downward from a building. Drains should also be placed at the base of all earth -retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock that is encircled with non -woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space. As mentioned in the General section, footing drains placed on the outside of detention vaults should be set close to the design dead storage elevation The discharge pipe for subsurface drains should be sloped for flow to the outlet point. Roof and surface water drains must not discharge into the foundation drain system. A typical drain detail is attached to this report as Plate 10. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs -On -Grade section, should be provided in any crawl space area to limit the transmission of water vapor from the underlying soils. Crawl space grades are sometimes left near the elevation of the bottom of the footings. As a result, an outlet drain is recommended for all crawl spaces to prevent an accumulation of any water that may bypass the footing drains. Providing even a few inches of free draining gravel underneath the vapor retarder limits the potential for seepage to build up on top of the vapor retarder. Slight perched groundwater was observed during our field work. If seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to a building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. A discussion of grading and drainage related to pervious surfaces near walls and structures is contained in the Foundation and Retaining Walls section. PAVEMENT AREAS The pavement section may be supported on competent, native soil or on structural fill compacted to a 95 percent density. The pavement subgrade must be in a stable, non -yielding condition at the time of paving. Granular structural fill or geotextile fabric may be needed to stabilize soft, wet, or unstable areas. In most instances where unstable subgrade conditions are encountered, an additional 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in the section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt -treated base (ATB). GEOTECH CONSULTANTS, INC. PacWest Energy JN 16584 June 1, 2017 Page 12 We recommend providing heavily loaded areas with 3 inches of AC over 6 inches of CRIB or 4 inches of ATB. Heavily loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. Increased maintenance and more frequent repairs should be expected if thinner pavement sections are used. Where concrete pavements are used, they should have a minimum thickness of 7 inches and be reinforced with rebar. Typically, #4 rebar spaced 18-inches on center in both directions is appropriate. This concrete pavement section should be sufficient to handle -heavy trucks. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. As with any pavements, some maintenance and repair of limited areas can be expected as the pavement ages. Cracks in the pavement should be sealed as soon as possible after they become evident, in order to reduce the potential for degradation of the subgrade from infiltration of surface water. For the same reason, it is also prudent to seal the surface of the pavement after it has been in use for several years. To provide for a design without the need for any maintenance or repair would be uneconomical. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundations be removed before site development. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. GEOTECH CONSULTANTS, INC. JN 16584 Page 13 PacWest Energy June 1, 2017 The fol lowing table presents recommended relative compactions for structural fill: Beneath footings, slabs or walkwa s Filled slopes and behind ratninina walls Beneath pavements 95% 90% ---------------- 95% for upper 12 inches of subgrade; 90% below that level mpa-ion is the ratio, expressed in Where: Minimum Relative co percentages, of the compacted dry density to the maxirrEom dry density, as determined in accordance with ASTM Test Designation D 1557-91 (Modified Proctor). of The General section should be reviewed for considerations related rsthe her reuse sail withte silt ls. Structural fill that will be placed in wet weather should consist o a - nch sieve. ore than 5 percent. The percentage of puarteerS passing the No. 200 sieve clay content of no m onion of sail passing the three q should be measured from that p LIMITATIONS are based on site conditions as The COr1CIU51OC1S and recommendations contained in this report sail and groundwater conditions they existed at the time of our exploration and assume that different from those test its are representative of subsurface conditions an the site. 1f the encountered in the to p construction are significantly subsurface conditions encountered during tici ated conditions are commonly explorations. we should be advised at once so nanhat we can review these conditions observed In our p merely taking samples in test and reconsider our recommendations sitexplorationcannot be fully anticipated by cations. Such unexpected encountered on construction between exploration to pits. Subsurface conditions can also vary fund a accommodate require making additional expenditures to attain a properly constructed conditions s recofrequemmended q ing a ncy project it is recommended that the owner iisconsider a standarrdv recommendation ndationefor all Projects such potential extra costs and risks. LLC and its report has been prepared for the exclusive useof and itet our conclusions and This p application to this project representatives, for specific Of are professional opinions derived in accordance is. No warranty swith our texpres expressed recommendations P current local standards of practice, and within the scope of our the contractor's methods, or implied. The scope of our services does not include servicesercetlated to construction safety procedures, except as specifically described zi g the potential for precautions, and our recommendations are not intended o minimizing 'in our report for techniques, sequences, or p used site consideration in design. Our services also do not Include assessing or biological hazards, such as mood, bacteria, mildew and fungi in either the existing or prop development. GEOTECH CONSULTANTS, INC. PacWest Energy June 1, 2017 J N 16584 Page 14 ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 9 Test Boring Logs Plate 10 Typical Footing Drain Detail Plate 11 Typical Footing Overexcavation Detail We appreciate the opportunity to be of service on this project. Please contact us if you have any questions, or if we can be of further assistance. /& ////I _-_ = � Matt McGinnis Geotechnical Engineer MKM/MRM:mw Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal CC: Barghausen Consulting Engineers — Caryl Pinner via email: cpinner@barghausen.com GEOTECH CONSULTANTS, INC. TJ th SITE - - d - f4 Tacoma —' ,�• " - cal 'r' _� 'h^ J —251 ��File I H hts cnmu~i=rar�f,w-wa-rpcm� GEOTECH CONSULTANTS, INC. 4 Pack tl (Source: Microsoft MapPoint, 2013) VICINITY MAP 1520 S 348th St. & 34713 - 16th Ave. S Federal Way, Washington Job No: Date: Plate: 16584 June 2017 1 1 1 •-, 1 # I X.Iff j.1 6v1 ]ne I '* I TIJ hLI`.LrlL �fs� YuNa% _ yqq _ _ �1 � aa:: iiesrr[�.ccm �•� � I • ids-�? ... , _ .., �� ._ - — - , f3 I mon I-w .'- r •'`+`y . j -AT r,.sEr... r nE' r �,. :1'7 f71711 ( PUITM — — — �' o` f vElrn I Jf I f rpm- =a'-= a LFE , slnmcc 7,'titJG` -Al•tr — rthwr • �t trl r: � 140f.HOVk TFIJI' t, LFlh RpKA = 11 Q _ - B-3 I Existing Auto Repair Shop `2 (; f,pT;3 104ItA+4-_. c � ^�r. v • a. s oe� � li �Y- .:7 ' it:• tiS'+ .' 'SP .�q��..,•�', f,� q•Q�9pw. � '; r.., • �: • ! _ - - - i r? % a ��7n r+s * `•�r:Y; i,:. `�s']. �` . t?yh; 1 1B-4^--ti r. � ; ,I I �.-'an :�i;lN •R�i4}� 'i .-1WW1f FDrE'0\' ^1 201 T— , sE-a➢cr.-a —Car Was I t A I ^cTiN 4aVni+r i.. V'" 'i � ••r/. ,r v ! f,,- . J r• „v: E • n, a; I � a .da.—. �.--f-.sir Wn J � <_.:,knr SM "U", R i I .'Existing Jacksons e�+N.`I LU:= I I u. Store _ `'-TIC P ' a-}�Ei Euaeer slr� I ■ . . ! � to � � uaT � I � •�� � i �r, ^� � . � . YC �' ! a..;lM FM t - I = al' r� a ` L PLti LEVL cE]L,sEa7a�:. , ,�•. r•L• 'a. ... ' � $,1 � •' Ir fiat to I :�-.aa �..„.K—lar.—... —.w— n-..;-w.n.— a"' I•I� -? 6 - x--x �LCc QMEy[ Too- -ELL r..V-, S 348TH- ST Legend: q� Test Boring Location GEOTECH CONSULTANTS, INC. ,4 xc r :, 7CG1'C� i` co � •rr}�y � f 1„ Q .r�r.•i'm' r.uli � ' gr ; FI ti•jQ LGl!' � y V�-sEnEc w;diat ] u 'I vw - ze, er, Ilj ,i 1c vR .E - zraax �7 I SITE EXPLORATION PLAN 1520 S 348th St. & 34713 - 16th Ave. S Federal Way, Washington Job No: Date: Plate: 16584 1 June 2017 No Scale 1 2 �P.���°�� � tic°°,�'� �5 BORING 1 0� �Sa J5 Description 2-inches of asphalt over; Brown slightly silty SAND with gravel, fine to medium -grained, moist, loose 5 -becomes gray -brown with organics 5 2. SM -becomes gray, fine to coarse -grained, dense 30 3 10 , ' 31 1 4 -becomes gray, increased gravel content 15— 77 4 -becomes gray with trace rust, very dense * Test boring was terminated on May 17, 2017 at 16.5 feet. * No groundwater was encountered during drilling. P411 GEOTECH CONSULTANT'S, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by. Plate: 1 16584 1 June 2017 1 MKM 3 5 10 L �• ate o � BORING 2 Description 2-inches of asphalt over; Brown slightly silty SAND with gravel, fine to coarse -grained, moist, 12 1 medium -dense -becomes gray, fine to medium -grained, very dense (GLACIAL TILL) 72 2 50 3 2" 50 4 �;� J -with occasional clean sand seams 5.5" SM E i 64 5 with a thin wet zone 1 -becomes very moist to wet 76 6 * Test boring was terminated at 21.5 feet on May 17, 2017. * Slight perched groundwater was encountered at 16 and 20 feet during drilling. GEOTECH CONSULTANT'S, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by: Plate: 16584 I June 2017 I MKM I 4 BORING 3 61 ill o a' �a5 °4" 5 18 ii 1 43 12 AMIN Description Gravel over; Brown silty SAND with gravel, fine to coarse -grained, very moist, loose -becomes gray, dense -becomes very dense 10 ICE -becomes moist to very moist, dense 40 4 SM fib 15 !''•.' -becomes fine to coarse -grained, very moist, very dense 50 5 3" �c 20 SM o Gray very gravelly, slightly silty SAND, fien to coarse -grained, moist, very dense 69 6 I �` y ^ 9o� C * Test boring was terminated at 21.5 feet on May 17, 2017. * No groundwater was encountered during drilling. GEOTECH CONSULTANTS, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by: Plate: 16584 1 June 2017 1 MKM 5 61 10 BORING 4 Description 2-inches of asphalt over; Brown silty SAND with organics, fine to medium -grained, wet, loose f l -becomes gray, moist, dense (GLACIAL TILL) -becomes fine to coarse -grained, very dense 58 2 SM -increased gravel content with trace rust, becomes dense 41 3 32 14 -with thin fine to medium -grained sand seams 31 5 15 * Test boring was terminated at 16.5 feet on May 17, 2017. * No groundwater was encountered during drilling. GEOTECH CONSULTANTS, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by. Plate: 16584 1 June 2017 1 MKM 1 6 °eta° Jbo5 BORING 5 Description 2-inches of asphalt over; Brown silty SAND with gravel, fine to coarse -grained, moist, medium -dense (FILL) Gray -brown gravelly, silty SAND, fine to medium -grained, moist, very dense -becomes fine to coarse -grained 10 5M 64 4 -increased silt content 15 50 5.5" 5 * Test boring was terminated at 16 feet on May 17, 2017. * No groundwater was encountered during drilling. E _ GEOTECH CONSULTANTS, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by. Plate: 16584 1 June 2017 1 MKM 1 7 N. �g BORING 6 5 10 15 12 11 65 46 .M 2-inches of asphalt over; Description Gray -brown SAND, fine to medium -grained, moist, loose (FILL) 1 , FILL -becomes gray, increased silt content, fine to coarse -grained, medium -dense 21 517 Brown with rust, slightly silty SAND, fine to medium -grained, very moist to wet, 3 SM medium -dense -becomes gray, increased silt content, fine to coarse -grained, moist Gray gravelly, silty SAND, fine to medium -grained, very moist, dense 4 (GLACIAL TILL) -becomes moist -becomes fine to coarse -grained, very moist, very dense 5 jj' * Test boring was terminated at 16.5 feet on May 17, 2017. * No groundwater was encountered during drilling. GEOTECH CONSULTANTS, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by. Plate: 16584 1 June 2017 1 MKM 1 8 5 -� 10 1 1 � 14 1 FILL 11 2 BORING 7 Description -Inches of asphalt over; Gray SAND, fine to medium -grained, moist, medium -dense (FILL) -becomes gray -brown Gray to gray -brown gravelly, silty SAND, fine to coarse -grained, moist, dense 37 3 is becomes very moist to wet, very dense 69 4 SM 11 I -becomes dense 1 39 5 i -becomes blue -gray, fine-grained, wet * Test boring was terminated at 16.5 feet on May 17, 2017. * Groundwater was encountered at 16 feet during drilling. GEOTECH CONSULTANTS, INC. TEST BORING LOG 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job Date: Logged by: I Plate: 9 16584 June 2017 MKM Slope backfill away from foundation. Provide surface drains where necessary. AL Tightline Roof Drain (Do not connect to footing drain) Backfill (See text for requirements) a v M Nonwoven Geotextile Filter Fabric 0 Washed Rock u_ Possible Slab (7/8" min. size) J � l��Q 4 'i�,, ..rJ .'i�^•47,•�•,�•a.^�.•O.c`�.•w�.o.L7.•Q.L .� .�.�.�•. Gi V ° O C °` •❑JQ°• CO°•� °'P{�°•J °',gyp°•�•O•a0°•�'0 a a° o � pa'�aaP P°�poo,p0oov.o.P°�sva.?pat]pe.oz 5 °O906r' II �!� Ill �lill 4" min. ,°40;0�-°9 Vapor Retarder/Barrier and Capillary Break/Drainage Layer (Refer to Report text) 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. GEOTECH CONSULTANTS, INC. FOOTING DRAIN DETAIL 1520 S 348th St. & 34713 - 16th Ave. S Federal Way, Washington Job No: Date: Plate: 10 16584 June 2017 Unsuitable 5viis a.p'° a0 a.p'6 a7 o.p'O aO°•p 040 -°�� a -Width of DOC- 17 10 °•p° a0°•p• aD°•pO p�' - �•a.op4 '•a.opC7 � •p.G94 a verexca oation�o 1. Structural Fill (refer to report for gradation and compaction requirements). See Note 2 for condition where lean concrete is used to backfill the overexcavation. Suitable Bearing Soil (Refer to report for description) verify by Geotechnical Engineer prior to placing Structural Fill. ijr- Width of Overexcavation = Footing Width (FW) + Depth of Overexcavation NOTES: 1. Refer to report text for additional overexcavation, foundation, and structural fill considerations. 2. Where lean concrete (minimum 1-1/2 sacks of cement per cubic yard) is used to backfill the overexcavation, the overexcavation must extend only 6 inches beyond the edges of the footing. GEOTECH CONSULTANTS, INC. TYPICAL FOOTING OVEREXCAVATION 1520 S 348th St. and 34713 - 16th Ave. S Federal Way, Washington Job No: I Date: Plate: 11 16584 1 June 2017 7.0 OTHER PERMITS NPDES Permit Fuel facility related peripheral permits City of Federal Way Building Permit 17764.002.doc 8.0 EROSION AND SEDIMENT CONTROL ANALYSIS AND DESIGN A. Erosion and Sediment Control (ESC) Plan Analysis and Design A copy of the preliminary plan showing the Erosion and Sediment Control measures has been provided in this section. B. Stormwater Pollution Prevention Plan (SWPPP) The SWPPP will be provided in this section upon final engineering. 17764.002.doc 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT A Bond Quantity Worksheet will be provided upon final engineering. 17764.002.doc 10.0 OPERATIONS AND MAINTENANCE MANUAL An Operations and Maintenance Manual will be provided upon final engineering. 17764.002.doc DEMOunON CALLOl1TS1 a a An 1.. DEMOLISH EXISTING CONCRETE AIJD/OP, ASPHALT AND DISPOSE OF OFF -SITE. 2. DEMOLISH EXISTING BUILDING AND APPURTENANCES AND DISPOSE OF OFF -SITE, DEMOLITION OF BUILDING PER SEPARATE PERMIT 3. DEMOLISH EXISTING CURB AND DISPOSE OF OFF -SITE (TYP). 4, DEMOLISH EXISTING ELECTRICAL SERVICE LINE AND APPURTENAIJCES. COORDINATE EXTENTS OF WORK AND SCOPE OF WORK WITH PURVEYOR AND MEP PLAINS Y 5. EXISTING STORM LINE AND APPURTENANCES TO REMAIN AND F= PROTECTED DURING �`.�'; '►fit CONSTRUCTION, 6, TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK), FIELD VERIFY AND C014FIRM EXACT LOCATION WITH OWNER j' J 7. TEMPOPARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING DEVICE), FIELD VERIFY AND CONFIRM EXACT LOCATION WITH OWNER., 8. EXISTING STORM LINE AND APPURTENANCES TO BE REMOVED/ABANDONED PER COUNTY STANDARDS, CONTRACTOR TO CONFIRM ORIGIN OF ANY AND AL STORM DRAINS PRIOR TO DEMOLITION, IF SERVICE IS ACTIVE FOR OFF -SITE DRAINAGE AND H :y i •�$/ MUST REMAIIJ, CONTACT BARGHAUSEN CONSULTING ENGINEERS INC, FOR FURTHER 7 Of DIRECTION, 9. REMOVE EXISTING TREE AND DISPOSE OF OFF -SITE. (TYR) J ' f 10. DEMOLISH EXISTING SANITARY SEWER. SERVICE LINE AS SHOWN AND ti i APPURTENANCES Ah1D DISPOSE OF OFF -SITE, ♦* 11. EXISTING MAILBOX, AND CONCRETE PAD TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. 12, DEMO EXISTING TRASH ENCLOSURE AND DISPOSE OFF -SITE. 13. DEMOLISH EXISTING LOT LIGHT AND DISPOSE OFF -SITE, 14, EXISTING TREE TO REMAIN AND TO BE PROTECTED, 15. EXISTING SIDEWALK TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION ACTIVITIES. 16, DEMO EXISTING CONCRETE FUELING PAD AND EXISTING CANOPY. 17. REMOVE/ABANDON EXISTIIJG FUEL STORAGE TANKS AND APPURTENANCES APID DISPOSE OFF -SITE PER EPA STANDARDS CONTRACTOR TO OBTAIN DESIGN AND PERMIT FOR SHORING IF NECESSARY FOR EXCAVATION OF EXISTING UNDERGROUND STORAGE TANKS (TYP.). 18. DEMO EXISTING VACUUM AFT) DISPOSE OF OFFSITE. COORDINATE WITH JACKSONS PRIOR TO REMOVAL, SALVAGE EQUIPMENT AT OWNERS DISCRETION- 19. REMOVE EXISTING BOLLARDS AND DISPOSE OF OFF -SITE. (TYR) 20. REMOVE EXISTING AIR/WATER UNIT TO REMAIN AND BE PROTECTED, 27 APPROX.IMATE SAWCUT LIMITS. SAWCUT 114 A SMOOTHY, STRAIGHT, AND CONTINUOUS LINE. 22. DE I() EXISTING FUEL DISPENSERS AND FUEL ISLAND. COORDINATE WITH JACKSONS PRIOR TO REMOVAL. SALVAGE EQUIPMENT AT OWNERS DISCRETION, 23, DEMO EXISTING ELECTRICAL METER AND APPURTENANCES. CONTRACTOR TO CONFIRM ORIGIN OF ELECTRICAL LINES PRIOR TO REMOVAL AND COORDINATE WITH JACKSONS PRIOR TO DEMO. 44. REMOVE PORTION OF EXISTING GAS SERVICE AS SHOWN AND CAP EXISTING END COORDINATE EXTENTS AND SCOPE OF WORK WITH PURVEYOR, 25, EXISTING MONITORING WELL TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION SEE MONITORING NOTE THIS SHEET (TYR). 26. EXISTING SIGN AND ELECTRICAL SERVICE TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. 27 WORK ON ADJACENT PROPERTY TO BE WITHIN KING COUNTY EASEMENT, COORDINATE WORK AND EASEMENT WITH OWNER PRIOR, TO WORX ON ADJACENT PP,OPERTY4 2B. DEMO EXISTING RV STATION AND DISPOSE OFF -SITE, 29, DEMO EXISTING FENCE AND GUARDRAIL AND DISPOSE OFF -SITE, 30. REMOVE PROPANE TAN$, AND SALVAGE AS DIRECTED BY OWNER., • 31, REMOVE EXISTING FLAG POLE AND DISPOSE OFF -SITE, 32, RELOCATE EXISTING FIRE HYDRANT. ® TEMPORARY INLET SEDIMEIJT PROTECTION • SILT FENCE LIMITS OF DISTURBANCE C014STRUCTION ENTRANCE J ASPHALT TO BE REMOVED CONCRETE TO BE REMOVED CURB TO BE REMOVED - - - - -- —,.� TEMPORARY CONSTRUCTION FENCE 0 * TREE/SHRUBS TO BE REMOVED MONITORING WELL NOTE JACKSONS FOOD STORE #636 - FEDERAL WA Y, WA NE 114 OF SE 114 OF SEC. 20, TWN. 21N, RGE. 4E, W.M. KING COUNTY WASHINGTON PRELIMINARY CLEARING AND GRADING PLAN MODIFICATION OF ANY EXISTING MONITORING WELL MUST BE COORDINATED WITH JACKSONS/SHELL MONITORING WELL PROGRAM. ALL EXISTING MONITORING WELLS SHOWN TO BE REMOVED OR ABANDONED SHALL BE PER D.O.E. STANDARDS GENERAL CONTRACTOR SHALL PROVIDE A LICENSED DRILL CONTRACTOR TO APPLY FOR N.0,1. W/DO,E. TO DECOMMISSION WELL AND SUBMIT PROOF OF COMPLETED ABANDONMENT PRIOR TO OCCUPANCY/ PERMIT FINAL S 348TH ST —LIMITS OF DISTURBANCE w Q M T ® EROSION CONTROL CALLOIJTS= T. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER OF SITE AS NECESSARY TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CITY INSPECTOR- _ CONTRACTOR TO INSTALL TEMPORARY INLET SEDIMENT PROTECTION AT ALL EXISTING AND PROPOSED CATCH BASINS AS NECESSARY TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM COORDINATE PLACEMENT WITH PROPERTY OWNERS AND AS DIRECTED BY CITY INSPECTOR 3 APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA, CONTRACTOR TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. ADJUST SIZE AND LOCATION OF AREA. AS NEEDED DUPING CONSTRUCTION 4, CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE POCK PAD PER COUNTY STANDARDS 5 APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP. CONTRACTOR TO INSTALL TEMPORARY SEDIMENT TRAP- CONTRACTOR TO GRADE TO SEDIMENT TRAP AND PROVIDE 'V"-DITCH AS NECESSARY, 6, APPROXIMATE LOCATION OF TEMPORARY V' DITCH PERMIT NO. 16-105763-00-PC z a J CL z 0 O o Z u a o' X': a zcr,� Q O c)Q IllU U r 0 U- Q cZ G J W CC tD C3 co z O Lo — co [Lo�J I,✓ L� w oO oR ii C) w m R o N � c) = V a •�i r•. C) o O 3 !� L L_ _j s 3 cn U 3 Q w oo o N Yot C) a Q w O M -LL r W > �-+ W W p�y*� Z c ppyy++�� o w ® , — w LLt w u' .�1 > wLU F co c} x w w 4- w a -' +O O +. �s +O + _ ___ _ _. EU Cif n CD G C)+CO o O i - - C �.-' _ i iJ O O O +O +CD +O n o +O *"� ` +--�' �+�' �._ -_ +� +O — _ i I ------ OCD R k Y -! t 1 n A IU r % . Hill, . !ji, 3N17 Al d3dOdd - m - - -- , 1 CD +v+ - +: .�o +'_ ..0 ,-`� +-- `". ,:-� +--' -- _.-. �r�... ,' _" ^�. 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