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HomeMy WebLinkAboutC_Applicant_Ltr_Brown_Bear_Auto_Sentry_Building_Addition_191108 November 8, 2019 Mettie Brasel 18215 72nd Ave S Kent, WA 98032 SUBJECT: ENVIRONMENTAL THRESHOLD (SEPA) DETERMINATION Brown Bear Auto Sentry Building Addition, LUA19-000201, ECF, SA-A Dear Ms. Brasel : This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non-Significance. Please refer to the enclosed ERC Report and Decision for more details. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on November 22, 2019, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information regarding the appeal process may be obtained from the Renton City Clerk’s Office, (425) 430-6510. If the Environmental Determination is appealed, a public hearing date will be set and all parties notified. If you have any questions or desire clarification of the above, please call me at (425) 430-7312. For the Environmental Review Committee, Angelea Weihs Associate Planner Enclosure cc: Car Wash Enterprises, LLC / Owner DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT Planning Division 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200, ext. 2 www.rentonwa.gov OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION DNS: THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. DATE OF NOTICE OF ENVIRONMENTAL DETERMINATION: November 8, 2019 PROJECT NAME/NUMBER: PR19-000396; Brown Bear Auto Sentry Building Addition / LUA19-000201 PROJECT LOCATION: 77 Rainier Ave S (APN 1823059131) APPLICANT/PROJECT CONTACT PERSON: Mettie Brasel, Assistant Planner/18215 72nd Ave S, KEnt, WA 98032/mbrasel@barghausen.com LOCATION WHERE APPLICATION MAY BE REVIEWED: Applicant documents are available online through the City of Renton Document Center website. See also http://bit.ly/2nf4tUV PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Review and Environmental (SEPA) Review in order to remove an existing Chevron gas station which includes dispensers, pipping, canopy, cashier’s kiosk, and underground storage tanks, and construct a new Auto Sentry pay station for the existing 1,820 square foot car wash on site. The project site is 21,913 square feet and located at 77 Rainier Ave S (parcel number 1823059131). The property is within the Commercial Arterial (CA) Zone, Commercial Mixed Use Land Use Designation, and Urban Design District D. The project proposal includes a new canopy, auto cashiers and gates, new landscaping and relocation of the trash/recycling enclosure. The existing car wash building is proposed to remain. No tree removal is proposed with the project. Sensitive slopes, high erosion hazards, seismic hazards, and high landslide hazards are mapped on the project site. Protected slopes are mapped within 20 feet of the project site. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on November 22, 2019, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information regarding the appeal process may be obtained from the Renton City Clerk’s Office, (425) 430-6510. PUBLIC HEARING: If the Environmental Determination is appealed, a public hearing will be set and all parties notified. NOTICE DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT SIGNATURES: Gregg Zimmerman, Administrator Public Works Department Date Rick M. Marshall, Administrator Renton Regional Fire Authority Date Kelly Beymer, Administrator Community Services Department Date C.E. Vincent, Administrator Date Department Of Community & Economic Development ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS) PROJECT NUMBER: LUA19-000201, ECF, SA-A APPLICANT: Mettie Brasel, Barghausen Consulting Engineers, Inc., 18215 72nd Ave S, Kent, WA 98032 PROJECT NAME: Brown Bear Auto Sentry Building PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Review and Environmental (SEPA) Review in order to remove an existing Chevron gas station, which includes dispensers, pipping, canopy, cashier’s kiosk, and underground storage tanks, and construct a new Auto Sentry pay station for the existing 1,820 square foot car wash on site. The project site is 21,913 square feet and located at 77 Rainier Ave S (parcel number 1823059131). The property is within the Commercial Arterial (CA) Zone, Commercial Mixed Use Land Use Designation, and Urban Design District D. The project proposal includes a new canopy, auto cashiers and gates, new landscaping and relocation of the trash/recycling enclosure. The existing car wash building is proposed to remain. No tree removal is proposed with the project. Sensitive slopes, high erosion hazards, seismic hazards, and high landslide hazards are mapped on the project site. Protected slopes are mapped within 20 feet of the project site. PROJECT LOCATION: 77 Rainier Ave S LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on November 22, 2019 . Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk’s Office, (425) 430-6510. PUBLICATION DATE: November 8, 2019 DATE OF DECISION: November 4, 2019 DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 11/5/2019 | 10:20 AM PST 11/5/2019 | 3:55 PM PST 11/5/2019 | 11:49 AM PST 11/5/2019 | 11:02 AM PST DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Project Location Map SR_ERC Report_Brown Bear Auto Sentry Building ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC Meeting Date:November 4, 2019 Project File Number:PR19-000396 Project Name:Brown Bear Auto Sentry Building Land Use File Number:LUA19-000201, ECF, SA-A Project Manager:Angelea Weihs, Associate Planner Owner:Car Wash Enterprises, LLC., 3977 Leary Way N.W., Seattle, WA 98107 Applicant/Contact:Mettie Brasel, Barghausen Consulting Engineers, Inc., 18215 72nd Ave S, Kent, WA 98032 Project Location:77 Rainier Ave S Project Summary:The applicant is requesting Administrative Site Plan Review and Environmental (SEPA) Review in order to remove an existing Chevron gas station, which includes dispensers, pipping, canopy, cashier’s kiosk, and underground storage tanks, and construct a new Auto Sentry pay station for the existing 1,820 square foot car wash on site. The project site is 21,913 square feet and located at 77 Rainier Ave S (parcel number 1823059131). The property is within the Commercial Arterial (CA) Zone, Commercial Mixed Use Land Use Designation, and Urban Design District D. The project proposal includes a new canopy, auto cashiers and gates, new landscaping and relocation of the trash/recycling enclosure. The existing car wash building is proposed to remain. No tree removal is proposed with the project. Sensitive slopes, high erosion hazards, seismic hazards, and high landslide hazards are mapped on the project site. Protected slopes are mapped within 20 feet of the project site. Exist. Bldg. Area SF:1,950 SF Site Area:21,913 SF (0.50 acres) STAFF RECOMMENDATION: Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance (DNS) DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 City of Renton Department of Community & Economic Development Brown Bear Auto Sentry Building Staff Report to the Environmental Review Committee LUA19-000201, ECF, SA-A Report of October 31, 2019 Page 2 of 5 SR_ERC Report_Brown Bear Auto Sentry Building ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS with a 14-day Appeal Period. B. Exhibits Exhibit 1:Environmental Review Committee (ERC) Report Exhibit 2:Site Plan Exhibit 3:Drainage Report, prepared by Barghausen Consulting Engineers, Inc., dated July 2, 2019 Exhibit 4:Geotechnical Report, prepared by ZipperGeo, dated July 27, 2018 Exhibit 5:Project Narrative Exhibit 6:Public Comment letter from Department of Ecology, dated October 9, 2019 Exhibit 7:Dangerous Waste Guidance for Gas Stations Handout Exhibit 8:Landscape Plan Exhibit 9:Elevations Exhibit 10:Grading Plan Exhibit 11:Traffic Concurrency Memo Exhibit 12:Advisory Notes C. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1. Earth Impacts: A geotechnical report prepared by ZipperGeo (Exhibit 4), dated July 27, 2018, was submitted with the project application. The project site is triangular in shape and is bordered by a McDonalds commercial development to the north, Rainier Ave S to the east, and a steep east-facing slope that extends up to Hayes Pl SW to the west. According to the report, the project site is relatively level and substantially surfaced with a combination of asphalt and concrete pavement. A rockery wall ranging from approximately 1.5 feet to 4 feet is located along the western property line and defines the toe of the off-site, east-facing slope. The proposal includes the removal of the existing gas station, which includes removal of dispensers, piping, canopy, cashier’s kiosk, and underground storage tanks. The geotechnical report states that temporary excavations for tank removal may extend about 12 to 14 below existing grade. The proposed improvements include construction of a new auto entry pay station, which includes a new canopy, auto cashier’s kiosks and gates, new landscaping, and relocation of the dumpster enclosure. The existing car wash building is proposed to remain. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 City of Renton Department of Community & Economic Development Brown Bear Auto Sentry Building Staff Report to the Environmental Review Committee LUA19-000201, ECF, SA-A Report of October 31, 2019 Page 3 of 5 SR_ERC Report_Brown Bear Auto Sentry Building The project narrative (Exhibit 5) states that the proposal will result in approximately 5,100 square feet of disturbed area, with approximately 250 cubic yards of cut, and 250 cubic yards of fill. The ZipperGeo engineering geologist completed a geotechnical reconnaissance of the site and adjacent off-site public right-of-way abutting the site. The report identifies one steep, off-site slope located between the western site property line and Hayes Pl SW, which terminates at the rockery wall. The report states that the off-site slope has a relatively uniform slope, with an inclination of approximately 30 to 33 degrees. The slope is covered by a well-established ivy ground cover, with several scattered ornamental deciduous trees that are proposed to be retained. The report states that no obvious indications of past slope movement or surface erosion were observed. The report states that the evaluation of the subsurface conditions included a review of ten borings and one strata-probe exploration completed on the subject property by other consultants for previous geotechnical and environmental studies. The borings extended to depths ranging from approximately 15 to 30.5 feet below grade. The strata-probe extended approximately 14.5 feet below grade. The explorations encountered soils interpreted as fill over alluvium, over weathered Tukwila Formation soils. Groundwater was reported at depths ranging from approximately 14 to 17.5 feet below grade in some of the explorations at the time of drilling and within site groundwater monitoring wells. The report concludes that the proposed redevelopment appears feasible from a geotechnical standpoint and that neither slope nor landslide hazard buffers are warranted. The applicant indicates that Department of Ecology guidelines will be followed during tank removal. It is anticipated that the City’s currently adopted erosion control, construction, and drainage regulations would adequately mitigate for any impacts that could result from the proposed tank removal and demolition activities; therefore, no further mitigation is recommended. Mitigation Measures: None recommended. Nexus: Not Applicable. 2. Storm Water Impacts: The applicant submitted a Technical Information Report, prepared by Barghausen Consulting Engineers, Inc., dated July 2, 2019, (Exhibit 3) with the project application. Based on the City of Renton’s flow control map, the site falls within the Peak Rate Flow Control Standard Area matching Existing Site Conditions and is within the Cedar River Drainage Basin. The development is subject to full Drainage Review in accordance with the 2017 Renton Surface Water Design Manual (RSWDM). All nine Core Requirements and the six Special Requirements have been discussed in the provided Technical Information Report. The project proposes to maintain the existing flow characteristics and is not proposing any additional storm water conveyance system. The project proposes less than 5,000 square feet of pollution generating impervious surface; therefore, the project is exempt from flow control and water quality. A final drainage report complying with the current Renton Surface Water Design Manual (RSWDM) would be required at the time of Civil Construction Permit. It is anticipated that the City’s currently adopted 2017 City of Renton Surface Water Design Manual would mitigate for any potential surface water impacts that would be generated by the project proposal, therefore no further mitigation is recommended at this time. Mitigation Measure: None recommended Nexus: N/A 3. Environmental Health Environmental Health Hazards DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 City of Renton Department of Community & Economic Development Brown Bear Auto Sentry Building Staff Report to the Environmental Review Committee LUA19-000201, ECF, SA-A Report of October 31, 2019 Page 4 of 5 SR_ERC Report_Brown Bear Auto Sentry Building Impacts: Staff received one agency comment letter from the Washington State Department of Ecology (Exhibit 6). The public comment letter states that all waste generated as a result of this project must be properly designated per WAC 173-303-070, a process of determining whether a waste must be managed as dangerous waste and what the major hazards are. The comment letter clarifies that inadequate designation creates risks and results in improper disposal of dangerous wastes. Gas station decommissioning activities may generate materials that designate as hazardous or dangerous waste, including but not limited to: gasoline contaminated fuel filters, hoses, nozzles, spill clean-up debris, or tank sludges. The Department of Ecology also provided a “Dangerous Waste Guidance for Gas Stations” handout (Exhibit 7) with the public comment letter. It is anticipated that the currently adopted State regulations would adequately mitigate for any impacts that could result from the proposed tank removal and demolition activities; therefore, no further mitigation is recommended. Mitigation Measures: None recommended Nexus: N/A 4. Transportation Impacts: The project proposal includes a total of two (2) onsite parking spaces and a total of six (6) onsite stacking spaces for the existing car wash. For drive-through service uses, Renton Municipal Code requires that drive-through facilities be located so that sufficient on-site vehicle stacking space is provided for the handling of motor vehicles. Typically, 5 stacking spaces per window are required, unless otherwise determined by the Community and Economic Development Administrator. The existing car wash has one opening/door; therefore, 5 stacking spaces should be adequate for the existing use. Stacking spaces cannot obstruct required parking spaces or ingress/egress within the site or extend into the public right-of-way. The applicant proposes a total of 6 onsite stacking spaces between the car wash and auto cashier’s kiosks. The project proposal provides adequate space for compliance with stacking space requirements. Additional parking analysis will be conducted and provided within the administrative site plan review staff report. Currently, the site has existing encroachments within the public right-of-way that include existing monument/pole signs and drive aisles. Staff completed a transportation concurrency test for the project proposal. The proposed development would generate a reduction of approximately 1376 net new average weekday daily trips. During the weekday AM peak hours, the project would generate a reduction of approximately 82 net new trips. During the weekday PM peak hours, the project would generate a reduction of approximately 112 net new trips. Therefore, the proposed project passes the City of Renton Traffic Concurrency Test per RMC 4-6-070.D (Exhibit 11). It is anticipated that code required impact fees would adequately mitigate transportation impacts for the proposed new auto sentry canopy, and the total proposed stacking spaces would provide adequate off-street parking for the proposed development; therefore, no further mitigation is recommended. Mitigation Measures: None recommended. Nexus: Not applicable. D. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or “Advisory Notes to Applicant.” Copies of all Review Comments are contained in the Official File and may be attached to this report. The Environmental Determination decision will become final if the decision is not appealed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 City of Renton Department of Community & Economic Development Brown Bear Auto Sentry Building Staff Report to the Environmental Review Committee LUA19-000201, ECF, SA-A Report of October 31, 2019 Page 5 of 5 SR_ERC Report_Brown Bear Auto Sentry Building Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057, on or before 5:00 p.m. on November 22, 2019. RMC 4-8-110 governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk’s Office, Renton City Hall – 7th Floor, (425) 430-6510. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT STAFF REPORT TO THE ENVIRONMENTAL REVIEW COMMITTEE EXHIBITS Project Name: Brown Bear Auto Sentry Building Land Use File Number: LUA19-000201, ECF, SA-A Date of Meeting November 4, 2019 Staff Contact Angelea Weihs Associate Planner Project Contact/Applicant Mettie Brasel Barghausen Consulting Engineers, Inc. 18215 72nd Ave S, Kent, WA 98032 Project Location 77 Rainier Ave S The following exhibits are included with the ERC Report: Exhibit 1:Environmental Review Committee (ERC) Report Exhibit 2:Site Plan Exhibit 3:Drainage Report, prepared by Barghausen Consulting Engineers, Inc., dated July 2, 2019 Exhibit 4:Geotechnical Report, prepared by ZipperGeo, dated July 27, 2018 Exhibit 5:Project Narrative Exhibit 6:Public Comment letter from Department of Ecology, dated October 9, 2019 Exhibit 7:Dangerous Waste Guidance for Gas Stations Handout Exhibit 8:Landscape Plan Exhibit 9:Elevations Exhibit 10:Grading Plan Exhibit 11:Traffic Concurrency Memo Exhibit 12:Advisory Notes DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 For:Title:20696CAR WASH ENTERPRISES, INC.3977 LEARY WAY NWSEATTLE, WASHINGTON 98107BROWN BEAR CAR WASH77 RAINIER AVENUE SOUTHRENTON, WASHINGTONPRELIMINARY SITE PLANSP-1CARWASHEXHIBIT 2 DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 TECHNICAL INFORMATION REPORT Brown Bear Car Wash 77 Rainier Avenue South Renton, Washington City of Renton File No. TBD Prepared for: Car Wash Enterprises, Inc. 3977 Leary Way NW Seattle, WA July 2, 2019 Our Job No. 20696 EXHIBIT 3 Entire Document Available Upon Request DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 EXHIBIT 4 Entire Document Available Upon Request DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 PROJECT NARRATIVE Site Plan Review Brown Bear Car Wash - Auto Sentry Addition 77 Rainier Avenue South, Renton, Washington 98057 APN No. 1823059131 Our Job No. 20696 Prepared by: Barghausen Consulting Engineers, Inc. July 29, 2019 Project Location: The Brown Bear Car Wash property is zoned Commercial Arterial (CA) with an Urban Design District 'D' overlay in which the car wash is an allowed use, subject to Site Plan approval. The project site is approximately 21,913 square feet and consists of an existing Brown Bear Car Wash with automotive service station. The Auto Sentry will be located 53 feet from the front property line to the east, 6 feet from the side property line to the north, and 77 feet from the rear property line to the west. The property is adjacent to Rainier Avenue and Hayes Place S.W. with adjacent zoning consisting of Residential zoning to the west and Commercial Arterial zoning to the north, east, and south. Project Description: Car Wash Enterprises, Inc. is seeking Site Plan Review approval to allow for the construction of a 27- x 20- foot Auto Sentry canopy structure for unattended, point-of-sale transactions. Additional site improvements include the addition of a trash enclosure, asphalt paving and striping, new curbing, and perimeter and interior landscaping. The existing automotive service station will be demolished and replaced with new paving and landscaping. Grading Site grading will be limited to the excavation and removal of the existing underground storage tanks and installation of canopy footings, under canopy slab, and queueing area. Site grading will require approximately 250 cubic yards of cut and 250 cubic yards of fill. The overall project disturbance area is approximately 5,100 square feet. Access, Parking, and Circulation The project will add two (2) parking spaces for an overall total of ten (10) spaces for the Brown Bear Car Wash, eight (8) of which will be used as vacuum stalls . City parking standards require one (1) space for each employee for full service car wash uses. Based on this ratio, a minimum of one (1) parking stalls is required for the Brown Bear Car Wash. The site will continue to exceed the City's minimum parking requirements after the addition of the Auto Sentry. The Brown Bear Car Wash will maintain and not modify the two points of access along Rainier Avenue. The project is not anticipated to result in an increase in trips due to the demolition of the existing fuel facility, which should result in a net decrease of trips for the site. Additionally, the project does not propose any right-of-way improvements or dedications. EXHIBIT 5 Entire Document Available Upon Request DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 2 20696.002-Project Narrative.docx Architectural Design The Auto Sentry canopy is designed to match the existing carwash structure and includes a metal-wrapped canopy fascia and painted steel canopy columns. The Auto Sentry canopy will maintain the standard Brown Bear color scheme, which includes a blue fascia with a green accent stripe. City design standards require the canopy to be consistent with the Urban Design Regulations. The requirements can be found in the table below under the Site Plan Review Justification "iv". Signage and Lighting The Auto Sentry under-canopy lighting will be LED lighting fixtures that are directed downward to prevent glare to adjacent properties. Additionally, Brown Bear Carwash utilizes an illuminated open/close sign to direct customers to open pay stations and LED attendant lights to notify attendants that a customer requires assistance at the pay station. City lighting standards require building lights to be directed onto the building itself or the ground immediately abutting to it and shall not be visible above the roofline of the building. In regards to signage, the Brown Bear Carwash Auto Sentry will provide a menu sign to identify carwash options to customers and will include a wall sign with the Brown Bear logo. City sign standards allow wall signs with a total copy area not exceeding 20 percent of the building facade to which it is applied. The Brown Bear Auto Sentry will meet the City's sign and lighting standards. Landscaping The project will add approximately 1,750 square feet of landscaping resulting in an overall landscape area of approximately 3,292 square feet for the overall site. The project will modify the existing landscaping along the north property line and will add a landscape planter within the interior of the site. Additionally, the project does not propose the removal of any trees within the Brown Bear site. City landscape standards require a mixture of trees and shrubs along the perimeter of the site and requires any interior parking lot landscaping area to be sized to dimensions of at least 8 x 12 feet. The project will comply with the minimum landscape standards for the impacted areas of the site, including new perimeter landscaping abutting the north property line adjacent to the modified drive-thru entrance and a new interior landscape planter abutting the two parking spaces and trash enclosure. Construction Construction of the Auto Sentry will comply with RMC 4-4-030.C and will be completed in a single phase. Construction will occur after approval of the applicable permits , which is anticipated to occur between January and March 2020. Construction activities will occur between the hours of 7:00 a.m. and 8:00 p.m. Monday through Friday and between the hours of 9:00 a.m. and 10:00 p.m. on Saturdays to comply with the City's construction work hours. Construction will utilize Best Management Practices (BMPs) to minimize any impacts to the surrounding neighborhoods. Urban Center Design Overlay The Brown Bear Car Wash property is within the Urban Design District "D". The project will meet all applicable design criteria within RMC 4-3-100, as shown in the table below, under the Site Plan Review Justification "iv". Purpose of Request: Site Plan Review Pursuant to the City of Renton's Municipal Code, Code Section 4-9-200.E.3, the Zoning Administrator may approve an application when all of the following findings are made: DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office  3190 160th Avenue SE  Bellevue, Washington 98008-5452  (425) 649-7000 711 for Washington Relay Service  Persons with a speech disability can call (877) 833-6341 October 9, 2019 Angelea Weihs Planning Division City of Renton 1055 South Grady Way Renton, WA 98057 Re: Brown Bear Auto Sentry Building File# LUA19-000201 / PR19-000396, Ecology SEPA# 201905484 Dear Angelea Weihs: Thank you for the opportunity to provide comments on the Brown Bear Auto Sentry Building. Based on review of the State Environmental Policy Act (SEPA) checklist associated with this Project, the Department of Ecology (Ecology) has the following comments: All waste streams generated as a result of your project must be properly designated (see WAC 173-303-070), a process of determining whether a waste must be managed as dangerous waste and what the major hazards are. Inadequate designation creates risks and results in improper disposal of dangerous wastes. Gas station decommissioning activities may generate materials that designate as hazardous or dangerous waste, including but not limited to: gasoline contaminated fuel filters, hoses, nozzles, spill clean-up debris, or tank sludges. In Washington, we use the term “dangerous waste” while the federal rules use the term “hazardous waste." Washington’s Dangerous Waste Regulations are based on the federal Resource Conservation and Recovery Act (RCRA); however, dangerous waste includes more wastes than the federal definition. Please visit Ecology’s website to find information on waste designation, generator status requirements, dangerous waste annual reporting, and additional information about the Dangerous Waste Regulations and how they might pertain to activities conducted on your site. See Ecology’s "Dangerous Waste Guidance for Gas Stations" for more information. Thank you for considering these comments from Ecology. If you have any questions or would like to respond to these comments, please contact Kyle Masters from the Hazardous Waste and Toxics Reduction Program at (425) 649-7055 or by email at kyle.masters@ecy.wa.gov. EXHIBIT 6 DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 Angelea Weihs October 9, 2019 Page 2 Sincerely, Katelynn Piazza SEPA Coordinator Sent by email: Tess Cooper, tessc@cityofanacortes.org ecc: Mettie Brasel, Assistant Planner Kyle Masters, Ecology Attachment: Dangerous Waste Guidance for Gas Stations DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 Focus on Pollution Prevention Publication Number: 14-04-011 1 April 2014 Hazardous Waste and Toxics Reduction Program April 2014 Why it Matters Clean, abundant water was once taken for granted in Washington State as a free, unlimited resource. Today, after more than a century of dramatic population growth and climate change we know our water resources are not unlimited and certainly not free. Population growth and associated development increase the demand for clean, abundant water and increase pollution problems. The Washington State Department of Ecology (Ecology) is committed to ensuring the state has clean, adequate water supplies that meet current and future drinking water needs, commercial and agricultural uses, and to sustain fish and the natural environment. Special accommodations If you need this document in a format for the visually impaired, call the Hazardous Waste and Toxics Reduction Program at 360-407-6700. Persons with hearing loss, call 711 for Washington Relay Service. Persons with a speech disability, call 877-833-6341. Dangerous Waste Guidance for Gas Stations Gas stations across the state produce dangerous wastes such as:  Gas-soaked kitty litter or other absorbent from leaks or spills.  Gas and water mixtures (from well testing, spill buckets, sumps, and stormwater runoff).  Sludges from the catch basin and oil water separators.  Contaminated wastewater from car washes. If not managed properly, these wastes can damage the environment and put employees, your property, and the community at risk. As a single gas station, you may think the small amounts of these wastes you generate are not such a big deal. However, when you multiply these small wastes by the number of gas stations across the state, they become a much larger problem. Dangerous wastes pollute drinking water supplies and cause health concerns. They can be toxic, flammable, and sometimes caustic. They don't belong on the ground, down the drain, or in the dumpster. Good dangerous waste management and safety practices:  Ensures that you comply with the dangerous waste regulations and avoid costly penalties.  Reduces risks to your employees, your property, and your community.  Shows that you are helping to maintain a clean and healthy environment in Washington State. EXHIBIT 7 DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 Publication Number: 14-04-011 2 Please reuse and recycle Hazardous Waste and Toxics Reduction Program April 2014 Properly manage dangerous waste • Store ignitable waste in fireproof containers. • Ship waste according to the United States Department of Transportation regulations. • Make sure containers and wastes are compatible. • Manage contact water or water from testing wells as dangerous waste, or test and designate each drum. • Check spill buckets before and after every delivery. Remove any debris, liquid, and ice. Only rain down the drain • When power-washing, prevent wash water from flowing into storm drains and ditches.  Block storm drains with mats.  Use sand bags to direct water to the collection area.  Use sump pump and hose(s) to direct water to sewer. • Do not put liquid from spill buckets down the drain. Remove the liquid and dispose of it properly. • Do not allow soapy water into the storm drain. • Know where your drains go. It is vital in case of a fire, spill, or other emergency. Get maps showing where they lead. Contact your public utility for assistance. • Know if your site has pretreatment. Is your pretreatment inspected? How often? Where are records kept? See Ecology’s Storm Water Manual for Western Washington IV or Storm Water Manual for Eastern Washington for more information. Underground storage tanks Training Ecology requires training for persons who own, manage, or work at gas stations that have underground storage tanks (USTs). The training ensures familiarity with preventative maintenance, leak detection requirements, and that proper safety and emergency procedures are followed. The types of operators are defined in WAC 173-360-730 and are briefly described below. • Tank operators (usually the owner or manager) require Class A/B training. Training is in-depth and covers the general requirements, operation, and maintenance of UST systems. • Cashier (or other designated on-site individual) who is responsible for responding to emergencies and spills when a Class A or B operator is not on site requires Class C training. At all times a facility is in use someone must have at least a Class C certification. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 Publication Number: 14-04-011 3 Please reuse and recycle Hazardous Waste and Toxics Reduction Program April 2014 Class A/B and Class C operator trainings are provided by approved trainers. Class C operators may also be trained by the Class A/B operator. For more information on operator training, see 173-360-730 WAC (requirements), -760 (records and retention), or -120 (definitions). To find a list of approved trainers, call the UST inspector in your area or visit www.ecy.wa.gov/programs/tcp/ust- lust/OperatorTraining/OperatorTraining.html. Emergencies Each UST facility must have signage posted that provides emergency response information. Emergency signs must be visible to anyone dispensing or delivering fuel. Sign(s) should be installed prominently on the building nearest the dispensers. A minimum of one sign is required per facility, but if it cannot be easily located due to the size of the facility, it is advisable to post extra signs. In some situations, Ecology may require more signs. An emergency sign should identify the location of the emergency shut-off device, a fire extinguisher, and instructions in case of an emergency. An example might look like: • Owners, managers, and employees must know what to do in the event of a spill. • Operators must keep a spills log. • Create and maintain a written spill plan. • Consult your ATG alarm flowchart in case of a spill. • There should be a spill kit within 25 feet of all fueling stations. Spill kits should include:  Absorbent pads capable of containing 15 gallons of fuel.  Storm drain plug.  A non-water boom ten feet or more with a capacity of 12 gallons.  A non-metallic shovel. For more information about signage, see Ecology’s Focus on Emergency Signage Required for UST Sites, publication #12-09-240. EMERGENCY: FIRE, SPILL, OR RELEASE • Use Emergency Shut-off (next to front door). • Call the Fire Department __________________________ or 911. • Call the facility operator ____________________________. • Fire extinguisher is located inside building. John Doe Service Station 1234 Service Station Road Seattle WA 99999 Business phone:_______________________________ DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 EXHIBIT 8DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 MATERIAL & COLOR LEGENDFor:Title: 20696 CAR WASH ENTERPRISES, INC. 3977 LEARY WAY NW SEATTLE, WASHINGTON 98107 BROWN BEAR CAR WASH 77 RAINIER AVENUE SOUTH RENTON, WASHINGTON AUTO SENTRY ELEVATIONSEAST ELEVATIONNORTH ELEVATIONWEST ELEVATIONSOUTH ELEVATIONSOUTH ELEVATIONWEST ELEVATIONNORTH ELEVATIONEAST ELEVATIONEXHIBIT 9DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's RENTON BROWN BEAR 167 ” EXHIBIT 10 DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE:October 17, 2019 TO:Angelea Weihs, Associate Planner FROM:Brianne Bannwarth, Development Engineering Manager SUBJECT:Traffic Concurrency Test – Brown Bear Auto Sentry Building Addition; LUA19-000201 The applicant is requesting Administrative Site Plan Review and Environmental (SEPA) Review in order to remove an existing Chevron gas station (with 8 vehicle fueling positions) which includes dispensers, pipping, canopy, cashier’s kiosk, and underground storage tanks, and construct a new Auto Sentry pay station for the existing 1,820 square foot car wash on site. The project site is 21,913 square feet and located at 77 Rainier Ave S (parcel number 1823059131). The property is within the Commercial Arterial (CA) Zone, Commercial Mixed Use Land Use Designation, and Urban Design District D. The project proposal includes a new canopy, auto cashiers and gates, new landscaping and relocation of the trash/recycling enclosure. The existing car wash building is proposed to remain. No tree removal is proposed with the project. Sensitive slopes, high erosion hazards, seismic hazards, and high landslide hazards are mapped on the project site. Protected slopes are mapped within 20 feet of the project site. The proposed development would generate a reduction of approximately 1376 net new average weekday daily trips. During the weekday AM peak hour, the project would generate a reduction of approximately 82 net new trips (-41 inbound and -41 outbound). During the weekday PM peak hour, the project would generate a reduction of approximately 112 net new trips (-56 inbound and -56 outbound). The proposed project passes the City of Renton Traffic Concurrency Test per RMC 4-6-070.D as follows: EXHIBIT 11 DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 Transportation Concurrency Test – Brown Bear Auto Sentry Building Addition Page 2 of 3 October 17, 2019 Traffic Concurrency Test Criteria Pass Implementation of citywide Transportation Plan Yes Within allowed growth levels Yes Project subject to transportation mitigation or impact fees Yes Site specific street improvements to be completed by project N/A Traffic Concurrency Test Passes Evaluation of Test Criteria Implementation of citywide Transportation Plan: The City’s investment in completion of the forecast traffic improvements is 130% of the scheduled expenditure through 2020. Within allowed growth levels: As shown on the attached citywide traffic concurrency summary, the calculated citywide trip capacity for concurrency with the city adopted model for 2019 is 1,710 trips, which provides sufficient capacity to accommodate a reduction of approximately 112 additional trips from this project. A resulting 1,822 trips are remaining. Project subject to transportation mitigation or impact fees: The project will be subject to transportation impact fees at time of building permit for the project. At this time, the project reduces the PM Peak Hour trips, therefore, the project will not require additional transportation impact fees. Site specific street improvements to be completed by project: The application does not trigger frontage improvements per Renton Municipal Code (RMC) 4-6-060. Background Information on Traffic Concurrency Test for Renton The City of Renton Traffic Concurrency requirements for proposed development projects are covered under Renton Municipal Code (RMC) 4-6-070. The specific concurrency test requirement is covered in RMC 4-6-070.D, which is listed for reference: D. CONCURRENCY REVIEW PROCESS: 1. Test Required: A concurrency test shall be conducted by the Department for each nonexempt development activity. The concurrency test shall determine consistency with the adopted Citywide Level of Service Index and Concurrency Management System established in the Transportation Element of the Renton Comprehensive Plan, according to rules and procedures established by the Department. The Department shall issue an initial concurrency test result describing the outcome of the concurrency test. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 Transportation Concurrency Test – Brown Bear Auto Sentry Building Addition Page 3 of 3 October 17, 2019 2. Written Finding Required: Prior to approval of any nonexempt development activity permit application, a written finding of concurrency shall be made by the City as part of the development permit approval. The finding of concurrency shall be made by the decision maker with the authority to approve the accompanying development permits required for a development activity. A written finding of concurrency shall apply only to the specific land uses, densities, intensities, and development project described in the application and development permit. 3. Failure of Test: If no reconsideration is requested, or if upon reconsideration a project fails the concurrency test, the project application shall be denied by the decision maker with the authority to approve the accompanying development activity permit application. The Concurrency Management System established in the Transportation Element on page XI-65 of the Comprehensive Plan states the following: Based upon the test of the citywide Transportation Plan, consideration of growth levels included in the LOS-tested Transportation Plan, payment of a Transportation Mitigation Fee, and an application of site specific mitigation, development will have met City of Renton concurrency requirements. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 2 LUA19-000201 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use action. Planning: (Contact: Angelea Weihs, 425-430-7312, aweihs@rentonwa.gov) 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o’clock (7:00) a.m. and eight o’clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o’clock (9:00) a.m. and eight o’clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division’s approval of this work is required prior to final inspection and approval of the permit. 4. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 5. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, “NO TRESPASSING – Protected Trees” or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 6. This permit is shall comply with the Bald and Golden Eagle Protection Act. The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eagle Management Guidelines (2007) and /or your U.S. Fish and Wildlife Service permit. Development Engineering: (Contact: Brianne Bannwarth, 425-430-7299, bbannwarth@rentonwa.gov) 1. See Attached Transportation Concurrency Memo. Fire Authority: (Contact: Corey Thomas, 425-430-7024, cthomas@rentonwa.gov) 1. See attached Renton Fire Authority Memo. Technical Services: (Contact: Amanda Askren, 425-430-7369, aaskren@rentonwa.gov) 1. No Comment. Community Services: EXHIBIT 12 DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 ADVISORY NOTES TO APPLICANT Page 2 of 2 LUA19-000201 (Contact: Leslie Betlach, 425-430-6619, lbetlach@rentonwa.gov) 1. No Comment. Police: (Contact: Cyndie Parks, 425-430-7521, cparks@rentonwa.gov) 1. No Comment. Building: (Contact: Craig Burnell, 425-430-7290, cburnell@rentonwa.gov) 1. Recommendations of the geotechnical report must be followed as a condition of building permits. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 FIRE & EMERGENCY SERVICES DEPARTMENT M E M O R A N D U M DATE:September 26, 2019 TO:Angelea Weihs, Associate Planner FROM:Corey Thomas, Lead Plans Review Inspector SUBJECT:Brown Bear Demolition Environmental Impact Comments: 1. None. Code Related Comments: 1. Separate plans and permits are required to be obtained from the Renton Regional Fire Authority for the removal of all underground tanks and tank monitoring systems. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE:October 24, 2019 TO:Angelea Weihs, Associate Planner FROM:Brianne Bannwarth, Development Engineering Manager SUBJECT:Utility and Transportation Comments for Brown Bear Car Wash 77 Rainier Avenue S LUA19-000201 I have reviewed the application for Brown Bear Car Wash at 77 Rainier Avenue S (parcel #1823059131). EXISTING CONDITIONS The site is approximately 0.50 acres in size and is triangular in shape. The existing site is developed with an existing brown bear car Wash and six (6) vehicle fueling stations with associated parking lot. Water Water service is provided by City of Renton. The site is in the Valley service area in the 196 pressure zone and is within the City’s Wellhead Protection Area Zone 2. There is an existing 12- inch water main in Rainier Avenue S that deliver a maximum capacity of 2,600 gallons per minute (gpm) – (see Water plan no. W-036203). The static water pressure of the system is approximately 68 psi at ground elevation of 34 feet. There is existing 1-1/2” lateral domestic water service to property with required backflow assembly. Sewer Sewer service is provided by City of Renton. There is an existing 6” concrete side sewer that serves the existing car wash facility. Storm The site is serviced by an existing onsite storm drainage conveyance system. There is an existing 12-inch storm drainage main within Rainier Avenue S. Streets Rainier Avenue S. is classified as a principal arterial with an existing right of way (ROW) width varying between 135 feet to 150 feet as measured using the King County Assessor’s Map. The current roadway section is the following: pavement section ranges between 75 feet and 87 feet with a one-half foot (0.5’) curb and gutter, and five-foot (5’) sidewalk on both sides of the roadway long the project frontage. Many of the existing site improvements (i.e. business sign, parking lot, etc.) extend into the Rainer right of way. The City is currently within the design phase for a Capital Improvement Project along the Rainier Avenue S that will modify the improvements along the property frontage. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 Brown Bear Car Wash October 24, 2019 Page 2 of 4 Hayes Place SW Commercial-Mixed Use & Industrial Access Street with an existing right-of-way (ROW) width is 60 feet as measured using the King County Assessor’s Map. The current roadway section is the following: pavement section is 20 feet with a sloped vegetated shoulder on the east side of the roadway along the project site. CODE REQUIREMENTS The project proposes to eliminate the six fueling stations and associated fuel tanks located on the north side of the site. The fueling stations will be replaced by two car wash kiosks, two employee parking stalls, and relocated dumpster enclosure. WATER The proposed improvements will not require any additional connections to the City’s water system. SEWER 1. The surface water collected at the dumpster enclosure shall be directed to a sanitary sewer system through a Type 1 catch basin with a turn down elbow attached to the discharge pipe. STORM DRAINAGE 1. A geotechnical report, dated July 27, 2018, completed by ZipperGeo, for the site has been provided. The submitted report describes the site is a Low Erosion Hazard area within the areas proposed for construction (<15% slope). Erosion control measures will need to be in place prior to starting grading activities on the site. The report discusses the soil and groundwater characteristics of the site noting the 2.5 to 10 feet of fill material on site and provides recommendations for project design and construction. 2. Barghausen Consulting Engineers, Inc. with the Land Use Application, submitted a Preliminary Drainage Plan and Technical Information Report (TIR), dated July 2, 2019. Based on the City of Renton’s flow control map, the site falls within the Peak Rate Flow Control Standard Area matching Existing Site Conditions and is within the Cedar River Drainage Basin. The development is subject to Full Drainage Review in accordance with the 2017 Renton Surface Water Design Manual (RSWDM). All nine Core Requirements and the six Special Requirements have been discussed in the Technical Information Report. The following discusses some of the core and special requirements in more detail. a. Flow Control, RSWDM Core Requirement #3: The project proposes less than 5,000 square feet of impervious surface, therefore, project is exempt from flow control. b. Conveyance, RSWDM Core Requirement #4: The project currently maintains the existing flow characteristics and is no proposing any additional storm water conveyance system. c. Water Quality, RSWDM Core Requirement #8: The project proposes less than 5,000 square feet of pollution generating impervious surface, therefore, project is exempt from water quality. d.Onsite BMPs, RSWDM Core Requirement #9: At this time, due to the soil characteristics of the site and proposed site plan (i.e. fill material on site, erosion hazard zone and steep slopes), On-site BMPs are noted as being infeasible on site. On-site BMPs will be evaluated during the review of the Building Permit Application. 3. The fuel tanks shall be removed in accordance with Department of Ecology standards. Applicant to obtain any required permits from Department of Ecology. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117 Brown Bear Car Wash October 24, 2019 Page 3 of 4 4. The site is currently proposing a reduction in overall impervious area, therefore, no system development charges are anticipated. If proposal changes, fees may be required. TRANSPORTATION/STREET 1. The project currently does not propose to construct more than $150,000 worth of improvements based on the RMC 4-6-060, therefore frontage improvements are not required along Rainier Avenue S or Hayes Place SW. If, however, the proposal was to change, frontage improvements may be required. 2. The project proposes less than 5,000 square feet of commercial building, therefore, street lighting is not required. 3. Paving and trench restoration within the City of Renton right of way shall comply with the City’s Trench Restoration and Street Overlay Requirements. 4. The project currently proposes to eliminate six fueling stations reducing the number of PM Peak Hour Vehicle trips to the site, therefore, the project is not subject to transportation impact fees or a Traffic Impact Analysis. If, however, the proposal was to change, fees may be required in accordance with the City’s fee schedule. 5. The Brown Bear Sign located within the Rainier Avenue S right of way at the northeast corner of the property and the Chevron/Brown Bear sign located within the Rainier Avenue S right of way in the center of the project frontage shall be relocated to locations on the property. Relocation of the signs shall be coordinated with the assigned Current Planner Project Manager. 6. Existing parking lot driving aisles extend into the Rainier Avenue S right of way. To maintain these improvements within the right of way, a Revocable Right of Way Permit is required per Renton Municipal Code (RMC) 9-4-2. 7. Transportation Concurrency under separate cover. GENERAL 1. All existing and proposed utility lines (i.e. electrical, phone, and cable services, etc.) within the site must be underground. 2. Adequate separation between utilities as well as other features shall be provided in accordance with code requirements. a. 7-ft minimum horizontal and 1-ft vertical separation between storm and other utilities is required with the exception of water lines which require 10-ft horizontal and 1.5-ft vertical. b. The stormwater line should be minimum 5 feet away from any other structure or wall or building. c. Trench of any utility should not be in the zone of influence of the retaining wall or of the building. 3. Fees quoted in this document reflect the fees applicable in the year 2019 only and will be assessed based on the fee that is current at the time of the permit application or issuance, as applicable to the permit type. Please visit www.rentonwa.gov for the current development fee schedule. DocuSign Envelope ID: A326CFDE-4188-4B15-AED1-DFC5611AD117