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HomeMy WebLinkAboutLUA90-096 %o CITY JF RENTON "'LL Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator CITY OF RENTON OCT 291992 October 28, 1992 rai:EIVED ..I IY CLERK'S OFFICE Steven W. Freeh Robert H. Lee & Associates 1520 140th Avenue NE, Suite 200 Bellevue Wa 98005-4516 Re: Chevron, USA Project Conditional Use Permit Expiration Deadline City file #CU-096-90,ECF Dear Mr. Freeh: This letter is sent as a courtesy to advise you of the expiration period for the above-referenced Conditional Use Permit. This approval is separate and distinct from your building permit application status. The City of Renton Hearing Examiner initially approved the above-referenced conditional use permit on July 18, 1991 . Although this approval is normally valid for two years, pursuant to Section 4-31-33 of the Renton Municipal Code, the Hearing Examiner is empowered to grant a one year extension of the conditional use permit. An extension request must be submitted to and approved by the Hearing Examiner prior to the expiration of the initial two-year approval period. Approval of an extension would allow you additional time to resubmit a new building permit application without going back through the environmental review/conditional use permit process again. Please feel free to contact me at 235-2550, if you have any questions about this letter. Sincerely, -aureen Nicolay Associate Planner �_— cc: file City Clerk Hearing Examiner 200 Mill Avenue South - Renton. Washington 98055 GU- 056- g® A � ry�`q; t. • t CI: _I OF RENTON MIL ir'N, Planning/Building/Public Works Departmer4 Earl Clymer, Mayor Lynn Guttmann,Administrator May 8, 1992 Timothy D. Johnson Environmental Engineer Chevron USA, Inc. PO Box 220 Seattle WA 98111 Re: Chevron Facility 301 South Grady Way Dear Mr. Johnson: This letter is in response to a conversation you had with Michael Aippersbach, one of our project consultants regarding your facility at the above location. This letter addresses two specific areas) touched upon in your conversation with Michael Aippersbach: (1) status of the review of your, submitted Site Remediation Plan and (2) the processing of the two remaining underground storage, tanks (USTs) not covered in the City's Determination of Non Significance - Mitigated issued on April 10, 1991. 1. Status of the City's review of the submitted Soil Remediation Plan (dated January 28,, 1992). We have preliminarily reviewed the site's Soil Remediation Plan and have the), following comment: a. Need Additional Copies. We will need three additional copies of the Site Remediation Plan for review by other City sections. Our files only show the receipt of one copy by the Fire Department which they have turned over to us for review. I The three additional copies can be included with the submittal materials and application fee required under item 2 of this letter since no further review will take place until these items are received. b. Presence of Contaminated Soils/Groundwater. Both the Plan and the earlier reports, (the Environmental Site Assessment report/October 14, 1991 and the Sitel, Assessment During Heating Oil Tank Removal report/October 14, 1991) disclose the presence of contamination of both the soils and the groundwater at the above site. c. Number of Tanks to be Removed. Page 1 of the Plan notes four existing USTs located in the motor fuel tank field being replaced by three tanks. Page 2 notes, there are six tanks, four in the motor fuel tank field and two located near the rear of the station. We will need you to clarify as to the tanks proposed to be removed and, those (if any) which would remain: The sizes of the tanks (in gallons) proposed for, removal and the sizes of the tanks being replaced will also need to be specified!, NOTE: We have noted that one 550 gallon heating oil tank has already been, removed. d. Haul Routes. No mention of any haul routes to be used to import or export materials to/from the site has been made. All hauling of materials must comply with the, 200 Mill Avenue South - Renton, Washington 98055 Timothy Johnson Chevron Facility May 8, 1992 Page 2 City's Truck Route Ordinance # 4328. Haul Routes must be approved in advance by the City's Transportation Systems Division for any material moving off/on the site. e. Lead Contaminated Soils. No mention is made of how lead contaminated soils (page 5 of Plan) will be handled during remediation. We assume they will be separated from other contaminated soils and be removed by hauling off site. f. On-Site Remediation. The proposed Plan leaves open the possibility of the use of on-site remediation (page 10). Techniques mentioned for on-site treatment are aeration/landfarming and soil venting. There is no discussion of type of equipment) to be used (heavy equipment, blowers, etc.); anticipated periods of time it will take to bring contamination levels down to acceptable levels; hours of operation of any, equipment; measures to reduce noise levels; location of stacks (vent flues), where on the site stockpiling would take place; etc. The City will require this information to evaluate the Remediation Plan. Also, please note aeration is generally not considered by DOE or the City to be an acceptable remediation technique in "urban" areas such as your site. g. Other Permits. The Plan contains references to DOE standards, but does not mention any other possible permits being required. Soil venting, if used, requires aI permit from the Puget_Sound Air Pollution Control Agency (PSAPCA). METROI requires a permit for any discharges (accidental or intentional) into the storm system.I And lastly, the City's Fire Prevention Bureau requires obtaining an Underground Storage Tank Removal/Fill Permit prior to removing any tanks. NOTE: Fire Prevention Bureau staff from the City of Renton are required to be present during any UST removal and witness any subsequent soil sampling. Therefore, you should call and schedule this event with them. 2. Changes to Original Proposal for the Site. The existing DNS-M (issued on April 10, 1991) covered the station remodel and the removal and replacement of three 12,000 underground storage gallon tanks. The DNS-M did not cover the removal of two 550 gallon tanks (used [waste] oil and heating oil) and their replacement with two additional 1,000 gallon underground storage tanks nor the substitution of a 15,000 gallon tank for a 12,000 gallon tank mentioned in a letter to the, City (Don Erickson) from Robert E. Lee & Associates (Steven Freech) and dated Februarys 20, 1992. To include the above changes in the original scope of work, a revised Environmental Checklist would need to be submitted to the City for review and processing since the', comment period for the DNS-M has expired. Prior to conducting any excavation work on the site relating to site cleanup/remediation, the, following must be submitted for review and approval by the Development Services Division of the City: a. Environmental Checklist. Since the original Environmental Checklist did not included any disclosure about the underground storage tanks (it scope was limited to the station remodel), I suggest you include the removal and replacement of all the USTsI and remediation plans. Timothy Johnson Chevron Facility May 8, 1992 Page 3 • b. Project Narrative. Since the Soil Remediation Plan is deficient in some areas, you may want to include revisions to the Remediation Plan in a project narrative which we can then attach to the Plan. If you intend on using the project narrative to supplement the Soil Remediation Plan, you will need to include the following kinds of information: a. project schedule/timetable; haul route and hours to be conducted; name of disposal site; days per week and hours of operation for site remediation; areas for stockpiling on the site (contaminated and non-contaminated soils); measures for dust control, etc. c. Application fee. You must provide an application fee in the amount of $500.00 for the City to begin processing. If the City determines that more staff time will be needed to complete the review of the application than is covered by the application fee, you will be asked to sign an agreement promising to pay additional money at 'I the rate of $75 per hour as provided for in City Ordinance No. 4322. After you have had an opportunity to review the contents of this letter, please give our office a call. pP tY For purposes of anticipating our workload, we would appreciate knowing when you expect to submit the above requested materials and a revised Soil Remediation Plan. If there are any questions, please contact me at 277-5582 or Michael Aippersbach at 523-3764. Sincerely, DONALD K. ERICKSON Zoning Administrator cc: project file Gary Gotti Michael Aippersbach Laureen Nicolay Steven Freech, Robert H. Lee & Associates 1520 - 140th Ave NE, Suite 200 Bellevue WA 98005 rtn.dak..chevstat 1 P I �NG' pU :Q . I,K .:: 5: :• . . .� U .... . .........:. :: :.:::.�:::: :::::: •• • • ••• :: : ::: ::>::>:> >::p P1 T 'OF: LA . ... .. 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I, U rr—Dltld — I . I ENV Q' '� Ivvlu.l.-a lY . ov.00. I a I •eolm�,z,x.9, /I i % r t_s,:s. / 11 / c)i / lltl y ii: i /I., �I7 I 141181fil I 1ir ..;_, .,.i.ii.,,,, I / I RI i J , ' I��I I , 1 l A. .7 i-� 1 . ; II L:r� ^c� lI m..m. �S i1.••� i %o �h11� em�,.« /.' (Milk_:::: .- • .. ----_.•___,, /I . Milk �� ,a�irag.. 1r r� 1 t{ ♦r �O vla�c�g ��` ��R� ' �� _ :r_ -_m.-. 111 _.% ammo rt.l.. �1,4 III m +S4y��H -- — o sil —� •r a.m. uuuv it 11 ffEl44 • '4,, — kTM,, _,' Li ! �� 1�,1 1I II + ��Illl..p�, J R , _ ::l o n�'- . ercrpt 1 aa>w, Environmental Review Committee Staff Report Chevron Fueling Facility , • February 13, 1991 Page 2 • y :;`IVI;:;;; N AT N • Aesthetics 1. The applicant shall, In order to mitigate aesthetic Impacts of the project, submit an amended i landscaping plan. This plan shall provide for landscape planting beds (minimum five feet in width) along the east and west property boundaries,a minimum of four foot wide planter along the south property line and an enhanced landscaping plan along S. Grady Way with a sidewalk. This plan shall be submitted to the satisfaction of.the Development Planning Section and the Transportation Systems Division prior to the public hearing by the Hearing Examiner. Natural Environment 2. The applicant shall provide an agreement ensuring that: a) complete soils testing will be conducted in accordance with the City of Renton and the State Department of Ecology standards; b)_if during construction of these facilities contaminated soils are found, all construction will cease . immediately; c) within one.week of discovering the contaminated soils, the applicant shall submit copies of a soils remediation plan to the satisfaction of the Fire Prevention Bureau and the Department of Planning/Building/Public Works prior to the resumption of any work on the site; d) State Department of Ecology approval will be required for remediation activities; and e) that all commercial and industrial activities within 300 feet of the project site are notified of the soils remediation plan and provided with a schedule of events. The agreement shall be submitted to the satisfaction of the Department of Planning/Building/Public Works prior to the issuance of any site preparation/building permits for this project. Note: 2.1 The contaminated soils may either be disposed of in an approved waste site outside of the City of Renton or treated on site. 3. The applicant shall, in order to address impacts to earth and storm water management, provide a "hold harmless" agreement which acknowledges that the City has informed the applicant that the I, subject property is located In an area which may be Included in an existing/altered 100 year flood plain, and that the applicants have decided to proceed, at their own volition, thereby waiving their rights to hold the municipality liable for any flooding and/or for any damages to property or person arising from such flooding. This document is to be approved by the Storm Water Engineering Section and the City Attorney, and to be duly recorded prior to the issuance of site preparation/building permits. Transportation 4. The applicant shall, in order to mitigate the impacts of increased traffic on area roads, provide the following mitigation fee of$9,900.00 (220 trips X $45 per trip) for the Grady Way TBZ prior to the issuance of site preparation/building permits. Note:The fee is based on the following: Trip Generation PM peak hour existing service station trips 108 PM peak hour convenience store trips . 130 PM peak hour trip generation difference +22 Daily Trip Generation Difference +220 • 220 Daily Trips X$45 per driveway trip = $9,900 The fee shall. be deposited to account number 105/572/318.70.00.67 Grady Way • TBZ/Chevron Facility • 5. . The applicant shall, in order to provide controlled Ingress/egress for the project site,.limit the east and west access points to the project site as follows: i East side of project: One access point a maximum of 30 feet wide and located a minimum of 50 feet back from Grady Way. West side of project: A maximum of two access'points a maximum of 30 feet wide and located a minimum of 50 feet from Grady Way'and a minimum of 50 feet from the south boundary of the project site. I • ercrpt ° Environmental Review Committee Staff Report Chevron Fueling Facility February 13, 1991 Page 3 The revised access driveways shall be shown on an amended site plan and the landscape plan noted above. The plan shall be provided to the satisfaction of the Transportation Services Division prior to the public hearing for the conditional use permit by the Hearing Examiner. Construction 6. The'applicant, in order to mitigate construction-related impacts (e.g., noise, dust, traffic) shall submit a construction management plan including the following; a) an erosion control element; b) an element for the periodic watering of any disturbed soil on the site to reduce dust; c) an element for the limiting of hauling operations to the hours between 8:30 A.M. and 3:30 P.M.; d) an element for the protection of the existing storm drains from soils on site disturbed by construction activities; and e) a$2,000.00 cash deposit for street cleaning. This plan shall be submitted to the satisfaction of the Department of Planning/Building/Public Works prior to the issuance of site ! preparation/building permits and implemented throughout the construction phase of this project. NOTES: A. The applicant will need to apply for permits from the Fire Prevention Bureau for the removal of the existing underground storage tanks and the installation of the new tanks. B. The applicant will need to submit a sign plan for any new signs for the proposed. development prior to the Issuance of building permits. C. The applicant will need for provide storm drainage In accordance with the King County: Surface Water Design Manual to the satisfaction of the Utility Services Division of the • Department of Planning/Building/Public Works. D. The applicant will need to provide a six foot wide sidewalk along S. Grady Way and replace the existing street light in accordance with the City of Renton Municipal Code. E. The applicant shall provide drainage plans for the proposed development in accordance with the King County Surface Water Design Manual to the satisfaction of the Storm Water Section of the Department of Planning/Building/Public Works. The drains for the fueling, stations will need to be tight lined to the sanitary sewer with approved water/oil separator, and a shut off valve to prevent large spills of flammable material from entering the sewer. Grade breaks in the pavement shall be installed in a manner to prevent storm water from; the portion of the project not covered by the proposed canopy from entering the drain for the fuel pumping area. This plan shall be provided to the satisfaction of the Storm Water, and Sanitary Sewer Sections prior to the issuance of site preparation/building permits. E :: • The applicant, Chevron Oil Company, is requesting to convert an existing service station located at 301 South Grady Way to a fueling station with convenience store. The proposed project will cause an increase in the traffic associated with this land use. As the project is located within the Grady Way TBZ, a fee will be assessed for roadway improvements. According to the FEMA maps for this area, the project is located within an area subject to flooding during 100 year storms. The FEMA maps indicate that majority of the project site is located above the 100 year flood plain. The underground fuel storage tanks will be replaced with double wall fiberglass tanks. The new tanks will be located in a portion of the site that is located outside of the designated flood plain and will be anchored in place in accordance with the Uniform Fire Code and the City of Renton Municipal Code to prevent their being forced to the surface during a flood. Staff is concerned with the lack of landscaping and site definition for the existing land use. Staff is • I recommending that additional landscaping be provided with the proposed development. The landscaping should be used to define the boundaries of the project site and the proposed ingress/egress points. The proximity of Village Place Shopping Center makes it desirable to get a visual buffer in this area too. The applicant has verbally indicated that the proposed conversion of the service station might not be implemented immediately following the approval of the conditional use permit by the Hearing Examiner. Staff will recommend to the Hearing Examiner that the conditional use permit should expire two years from the date of approval. • ercrpt ,ice 1 • • Environmental Review Commtaee Staff Report �I Chevron Fueling Facility February 13, 1991 Page 4 • ................................................................................................................ ..:................................................................... . Whether the applicant has adequately Identified and addressed the following environmental • impacts likely to occur in conjunction with the proposed development. • a. Aesthetics/Land Use . Impacts: The proposed development Includes demolition of the existing single-story building which includes service bays, construction of a new single-story, 1250 s.f. building without service bays, construction of a 176 s.f. utility building/restrooms and replacement 3, of three 12,000 gallon underground fuel tanks. The new building will include;a convenience store. The increase in traffic generated by the new development will be • further discussed in the Transportation Section of this report. • A 45 X 92 foot canopy will cover the main building and the four fueling stations. Two standard parking spaces and one handicapped parking space will be provided on site in 'I • accordance with the Municipal Code. j, • The plans submitted by the applicant indicate a minimum 10 foot wide landscape strip al along South Grady Way as is required by Code. In addition to the Code requirement, the a • applicant will also be providing a landscape strip, minimum 2 foot wide, along the south !I boundary of the project site. • The plans submitted by the applicant indicate that the majority of the landscape area along Grady Way will be covered by turf. Staff feels that the majority of the area should be landscaped with trees, shrubs and flowers. The landscaping along the south boundary of • the project should be a minimum of four feet wide in order to provide sufficient planting area for the proposed landscaping. The applicant has not Indicated any landscaping along the east and west boundaries of the property which would improve the aesthetics of the site and define the east and west ingress/egress of the project site. Staff.recommends that the applicant submit a modified landscape plan for the project site which includes a ,1 minimum of five foot wide planters along the east and west boundaries, enhanced + plantings along S. Grady Way and a sidewalk. jl Mitigation Measures: See Recommendation#1. Policy Nexus: Environmental Review Ordinance 4-6, Landscape Ordinance 4-31-34 • ;I b. Natural Environment • • • Impacts: The existing site is almost entirely covered in asphalt, concrete and building. In the construction of the new project, the applicant will be providing new landscaped areas. The applicant has also indicated that the site will no longer provide an area for repairing of ;I automobiles: This should reduce some of the contaminates (e.g., oil) from collecting on the site and washing into the storm drains. The applicant will need to install oil/water 'I separators to ensure that oil does not get into the storm drains. �I If during the excavation of the existing underground steel storage tanks contaminated soils are found,the applicant will need to stop construction activities immediately and to submit • a soils remediation plan to the Fire Prevention Bureau and the Development Planning Section of the Department of Planning/Building/Public Works within one week of it • discovering the contamination. Construction will not proceed until the remediation plan II has been accepted by City staff. This project Is located within the 100 year floodplain area. The underground storage tanks will require special anchors to ensure that they do not shift during floods or periods of high ground water. The design of the anchors will be reviewed, in accordance with the Municipal Code,•at the time of building permit review. Mitigation Measures: See Recommendation#2. i Policy Nexus: Environmental Review Ordinance 4-6, Underground Storage Tank ill Secondary Containment Ordinance 7-2 • • • ercrpt Environmental Review Committee Staff Report Chevron Fueling Facility February 13, 1991 Page 5 c. Traffic Impacts: 1. Construction Construction activities, including the excavation of the underground steel storage tanks and the remodeling of the existing service station, could generate traffic which would impact area roadways during peak hour traffic. Based on the fact that S. Grady Way is a Major Arterial, measures will be required (limiting hauling operations to the hours between 8:30 A.M. and 3:30 P.M.) to mitigate traffic impacts from Hauling activities on area roadways. 2. Operation The traffic study prepared by the Transpo Group, dated January 15, 1991,1. indicates that the conversion of the existing service station to a fueling', station with a convenience store will increase the traffic generated by the' development by 220 trips per day for a total of approximately 1,200 trips; per day. As the project site is located within the Grady Way TBZ a fee, as calculated below, will be assessed. The Transportation Division had� reviewed the traffic study and found it to be adequate. Trip Generation PM peak hour existing service station trips 108 PM peak hour convenience store trips 130 PM peak hour trip generation difference +22 Daily Trip Generation Difference +220 � I 220 Daily Trips X$45 per driveway trip = $9,900 The fee shall be deposited to account number 105/572/318.70.00.6 7,, Grady Way TBZ/Chevron Facility The existing service station does not have defined ingress/egress driveways on the east or west boundaries. This leads to a confused traffic pattern that will only get worse as traffic increases. Staff recommends that the applicant amend the site plan and landscaping plan to provide two defined access driveways on the west boundary and one on the east boundary. Mitigation Measures: See Recommendations#4 and #5. Policy Nexus: Community Facility Goals/Comprehensive Plan d. Noise, Light and Glare Impacts: 1) Construction: Noise, light and glare are anticipated in conjunction with construction activitiesl. Some mitigation of these impacts will be achieved through restrictions on hauling hours and construction activities. No additional mitigation measures will be required as the site is surrounded mainly by office and light industrial uses (e.g. auto dealerships). 2) Operations: The existing service bays will not be included in the new service station. Noise generated by the repairing of vehicles will be eliminated. New lights will be installed as part of this project. The plans indicate that the lights are designed to retain glare on the project site. The perimeter landscaping recommended by staff should ensure that any glare produced on the project site is retained on site. - ,Qrcrpt • , - ' , Environmental Review Cor 1. ....e Staff Report Chevron Fueling Facility February 13, 1991 • Page • I . Mitigation Measures: See Recommendation#6. Policy Nexus: Commercial Policies/Comprehensive Plan. e. Public Services • I 1) Police and Fire Service • Impacts: Police and Fire Prevention Bureau staff report adequate resources to provide anticipated services to the site during construction activities and I; operations with system Improvement fees and with Code-required improvements. I The Fire Prevention Bureau staff has indicated that the project will be required to comply with U.F.C. and Ordinance 4144 regarding the installation of new 1 underground storage tanks. Mitigation Measures: None required. Policy Nexus: N/A 2) Storm Water Impacts: The majority of the project site will be covered by impervious materials after the completion of construction on the project site. The Storm Water Section . of Planning/Building/Public Works has indicated the project must meet the I • requirements of the 1990 King County Surface Water Design Manual. • The applicant proposes to cover the fueling station.area with a canopy. Storm water in this area will pick-up spilled fuel, oil and other contaminates that should not be directed to the storm water drains. City and Metro staff recommend that storm water collected in this area be diverted to the sanitary sewer lines so that it - can be treated properly. • Mitigation Measures: See Recommendation#3. Policy Nexus: King County Surface Water Design Manual (As adopted by the City of Renton), Environmental Review Ordinance 4-6 • f. Construction • • • Impacts: Improvements to the site and off-site are required in conjunction with the development of . the service station which will generate noise, dust, debris and traffic. Standard .construction mitigation measures should adequately address these impacts. • Mitigation Measures: See Recommendation#6. • Policy Nexus: Policies Element/Comprehensive Plan �E ' � �..:::::.:::M:;:.:::.:.;N�. ..:.>����••F�•�•••�EVIEWIN......�D�EPA T <::>>:: ::::::::::::a:...ous::�..y.depa..mends....�..a..e..iewed,and•Gammen.:gd.;...P.:.;:rr.;.,fie.,p.:o�ec.>�.:> .;hes�:;c�mrnen..::.:.> LAND USE Police Department: Approved. All glass is to be non-reflective. . Fire Prevention Bureau: . Approved with standard conditions. Installation of new • UST's to comply with UFC&Ordinance 4144. • Storm Water: The project must meet the requirements of the 1990 King . County Surface Water Design Manual. The applicant to • furnish storm drainage analysis and calculations for the site. • ercrpt Environmental Review Committee Staff Report Chevron Fueling Facility February 13, 1991 1 Page 7 Water Utilities: One new fire hydrant will need to be Installed on the south side of Grady Way to meet Fire Dept. required fire flow. Sewer Utilities: Installation of side sewer to new building location will have to meet current City of Renton codes. Parks and Recreation: Approved. See environmental comments. Construction: Approved. Development Planning: Must comply with following codes: CU, parking, landscaping, grade&fill, storm,fire, building. Long Range Planning: Approved subject to provision of mitigation measures for potential fire and explosion hazards,to the satisfaction of Fire Dept. ENVIRONMENTAL Police Department: Project not expected to have significant impact as it is replacing an existing operation. Fire Prevention Bureau: Required to comply with UFC & City Ordinance 4144 (UST regulations). Storm Water: Minor impact to existing storm drainage system. Water Utilities: Minor Impact to the existing water system. Sewer Utilities: No Impact on the existing sanitary sewer system. Parks and Recreation: Recommend the proponent review the Proposed Trails Master Plan and future pedestrian access connection to Renton Village Shopping Center. Construction: Probable minor impact. Development Planning: 1) Landscaping should be thematically Integrated with . Center; 2) Check on-site parking re: code requirements; 3) Check nonexclusive parking -cannot be used to meet parking requirements-also it appears to be in a roadway; 4) Check with traffic on volume impacts; access points seem quite close to the street - will there be queueing onto Grady; 5) I wonder about safety & aesthetics from outdoor lavatories; 6) will excavation require PSAPCA permits?; 7) Is soils study necessary re: tank removal; and 8) What about storm drainage/flooding -water table is high here. • Long Range Planning: The proposed land use is consistent with the Comprehensive Plan. However, the proposed project may create environmental health hazards, such as fire and explosion. Adequate mitigation measures should be required. ercrpt CITY OF RENTON MEMORANDUM DATE: January 28, 1991 TO: Clint Morgan,Traffic Specialist FROM: Mark Pywell, Senior Planner SUBJECT: Chevron Facility CU; ECF-096-90 ; Attached is the traffic analysis you requested for the project referenced above. It is my understanding that this information is needed for you to be able to determine the TBZ fees. If any further information is required, please let,me know. Thank you. . I i ., CLINTMMO alROBL IT H. LEE & ASSOC TES, INC. ARCHITECTURE PLANNING ENGINEERING 1820 140th AVE.N.E. • SUITE 200 • BELLEVUE,WA 99005 • [206]746-4677 JOHN W.JOHNSON Architect January 17, 1991 166E Z NW Mr. Mark R. Pywe l l, AICP No: a d0 A.U0 Department of Planning/Building Public Works NOISING ONINNVid City of Renton 200 Mill Avenue South Renton, WA. 98055 Dear Mr. Pywell: In response to your letter dated December 21, 1990; requestingl, traffic estimates for the proposed Chevron Facility located at 301 S. Grady Way, Renton, Wa. ; I am forwarding nine copies in addition to the original report. We hope the results of the study is' sufficient information to allow the Environmental Review to be completed. We were surprised at the end of December to hear about the Transportation Benefit Zone (TBZ) Ordinance. Now that we are in receipt of Mr. Clint Morgan's letter which included a copy of the City Council Ordinance, we understand that the ordinance was just recently adopted December 3, 1990. This explains why it was not mentioned in the original TAC meeting in September 1990. If you require additional copies or information, I would be glad to provide them, please contact me at (206) 746-4677. Technical questions in respect to the methodology of the study, should be directed to Mr. Hann Lee, the Traffic Engineer with The Transpo Group, who conducted the study for our company. Mr. Lee can be contacted at (206) 641-3881. Again, if there is anything else you need, please contact me. Sincerely, ?//,,/ Mark Cross Enclosures CC: Jay Hummel, Engineer Chevron USA, Inc. 8702\traff.[tr -a CITY OF RENTON MEMORANDUM DATE: February 1, 1991 TO: Mark Pywell FROM: Clint Morgan SUBJECT: CHEVRON FACILITY/ CU; ECF-096-90 30/ s. away k'�•y Upon reviewing the attached document it is my opinion the report is well documented and accurate as possible for the given conditions. • Purpose of the report was to determine the.appropriate transportation benefit zone fee for the Grady Way zone which is calculat a$9,900.00)in the study.. This is an acceptable determined amount. This information well be provided on their review sheet when recircu ted. 910EM015 cc: Gregg Zimmerman (44 /0 5/6-7�/3i2. 70 • 6 7 i ., - • Transportation and Traffic Engineers • . PLANNING • DESIGN . The • Transpo . Group January 15, 1991 TG: 91203.00 Mr. Mark Cross Robert H. Lee &Associates 1520 - 140th Avenue NE, Suite 200 Bellevue,WA 98005 SUBJECT: CHEVRON-RENTON -TRIP GENERATION STUDY Dear Mr. Cross: This letter report documents the increase in day trip generation associated with the conversion of the referenced project from an exIstir1gg service station with gas pumps to a convenience store with gas pumps. The trip-generation analysis was used to assess a Transportation Benefit Zone tTBZ) fee to the project. The study complies with the scope of work requested by Mark Pywell of the City of Renton. Project Description The project site is located on Grady Way, east of Rainier Avenue S in Renton. The proposed project is a remodel of an existing service station with gas pumps to a convenience store with gas pumps. The proposed convenience store would be 1,258 gross square feet (gsf) with eight fueling positions. Currently, there are eight fueling positions and two automotive repair bays at the existing service station. Trip Generation-Methodology The difference in PM peak hour trip generation associated with the conversion from service • • station to convenience store use was estimated from a PM peak hour trip generation survey• 1 at the existing service station and national data on'convenience store trip generation from the Institute of Transportation Engineers (ITE). This difference in PM peak hour trip gener- ation was then factored to obtain the daily difference in trip generation between the service station and convenience store use. The study was conducted in this way because of the difficulty in obtaining accurate daily trip generation information from the existing service station. i Trip Generation Analysis A PM peak hour driveway count was performed at the existing service station by The TRANSPO Group on January 9, 1991. The existing service station generated 108 PM peak hour trips. . The TRANSPO Group,Inc. 14715 Bel-Red Road,Suite 100 Bellevue,Washington 98007 • FAX:206I747-3688 2061641-3881 Mr. Mark Cross The January 15. 1991 Tt"dI1S Page 2 Group Data from the ITE article, 'Trip Characteristics of Convenience Markets with Gas Pumps" (TIE Journal,July 1987) was used to estimate the PM peak hour generation from the pro- posed convenience store. A copy of this article is attached to this letter. The ITE article found that the average PM peak hour trip generation of a convenience store with gas pumps is 130 trips/hour, based on a survey of five convenience stores with gas pumps. This is considered to be a somewhat conservative estimate of PM peak hour trip generated by the proposed project since the convenience stores surveyed in the ITE article were much larger than the proposed project. The average store size from the article was 2,009 gsf; 758 gsf larger than the proposed convenience store. Larger convenience stores with gas pumps tend to attract more non-gasoline customers and trips by offering a wider variety of goods. Based on this information, the proposed convenience store would generate 22 more PM peak hour trips than the existing service station. To estimate the daily increase in trip generation by the proposed project, the ratio of PM peak hour traffic to daily traffic (K-factor) of 0.10 was used. This K-factor was derived from the information contained in the above referenced 1TE article. Applying the K-factor results in an estimated daily driveway trip increase of 220 trips due to the proposed project. Table 1 summarizes this analysis. Table 1. Trip-Generation Analysis Trip Generation . . PM Peak Hour Existing Service Station Trips 1081 PM Peak Hour Convenience Store Trips 1�Q2 PM Peak Hour Trip Generation Difference +22 Dally_Trip Generation Difference +2203 1 From driveway count taken by The TRANSPO Group on January 9, 1991. 2 From'Trip Characteristics of Convenience Market with Gas Pumps,'fTE Journal,July 1987. 3 Estimated with K-factor of 0.10. K-factor from'Trip Characteristics of Convenience Markets with Gas Pumps,' fTE Journal,July 1987. Transportation Benefit Zone Fee V The project proponents will be required by the City of Renton to participate in the Trans- portation Benefit Zone (TBZ) fee program since the project site is within the TBZ. The increase in daily driveway trips by the proposed remodelling project is the basis of the TBZ fee calculation. Mr. Mark Cross The January 15, 1991 TranSPO Page 3 Group i ( The proposed project is classified as convenience retail by 1TE land use classifications. The TBZ fee for convenience retail is$45 per driveway trip. As shown in Table 1, the proposed project is estimated to generate an additional 220 daily driveway trips. Therefore, the pro- ject proponents will be required to contribute$9,900 to the TBZ fee program. We trust that this letter sufficiently addresses the information requested by the City of Renton regarding your project. If you have any questions regarding this analysis or if you need further information, please call me at your convenience. Sincerely, The TRANSPO Group, Inc. • J. Hann Lee Transportation Engineer JHL/JNP/mlc { Attachment • t • • . ' I • ' l { r t • • Trip Characteristics of •Markets with Gas PumpsConvenience � . • by The Montana Technical Committee of the Intermountain Section of ITE • onvenience markets with gaso- plus all trips leaving the site over a block number)? line pumps have flourished given period of time. 2. Is that your home, work place,; • - throughout the United States in • Primary trips:Trips from home, work, school,shopping place,or other? the past 10 years.The growing demand or school to the convenience market 3. Where are you going from here, for self-service gasoline and conven- that return directly to point of origin. (street and block number)? ience grocery goods, readily accessible The.trip's only purpose was shopping 4. Is that your home, work place;, with fast service,have fueled a boom in at the convenience market. school,shopping place,or other? the convenience market business. As • Diverted linked trips:Trips in which the 5. Do you usually pass by this store? j transportation engineers and planners, stop at the convenience market is part 6. Did you go out of your way to stop we are asked to determine the impacts of a sequence of two or more stops here today? • of developments on the transportation within the total trip andwhere the stop , Each interviewer had the discretionary system.Because the convenience mar- at the convenience market required a power to vary the language to suit his or ket is a relatively new concept and lim- route diversion from the route that her individual communication skills. Bet, ited data exist in the literature on the trip would otherwise be followed lithe stop cause all interviewers were professional' . characteristics of these stores,•we de- at the convenience market were not transportation engineers and planners cided to study the trip characteristics of made. the intent of the questions was well convenience markets with gas pumps in • Nondiverted linked trips: Trips in known, and throughout the progress of' the Billings, Montana, area. The objec- which•the stop.at the convenience the study, the wording•and approach to, tives of the study were to market is part of a sequence of two or the interviews were adjusted to improve, 1. Define the trip generation character- more stops within,the total trip and communication with those being inter istics of convenience markets with where the driver was already traveling viewed. • gas pumps. on the street on which the conven- The most critical problems observed 2. Analyze the trip characteristics of pa- ience market is located. were questions involving origins and. Irons to these markets. • destinations and,interpreting whether the 3. Determine the trip assignment char- motorist really understood the-concept . acteristics for these markets by dis- Methodology • Of going out of your way. Frequently our' • tinguishing primary trips,diverted Local convenience markets with gas data indicated that the stated origins and• Finked trips, and nondiverted linked pumps were plotted on a map to deter- destinations would require a completely trips. mine general site characteristics;the different route than what the motorist de • characteristics are listed in Table 1.Store scribed as on the way.Recognizing that Definitions managers or store headquarters were people do not necessarily follow the; contacted for permission to survey their most logical routing because of acquired, Certain terms used in this report are sites. Five sites on arterial streets were habits or for other reasons,the answers, • defined as follows: selected for the survey. At each site, to question number six were accepted • • Convenience market with gas pumps: three people conducted the survey:one unless a significant route deviation was',• A store that sells convenience food person recorded all traffic movement in apparent and could not be explained. Inl• • items, gasoline products, and other and out of the site,and two interviewed that case, the interview response was' car products and that is usually open customers. deleted from analysis. 15 to 16 hours per day. It has seif-ser- The interviewers were stationed near The total number of customers at they vice gas pumps and between 1400 the entrance of the building and at- five sites during the interviews was 639! and 2400 square feet of gross floor tempted to interview everyone entering Of that total, 461 customers, or 72%, area;one person manages the store. the store. Each interviewer had a data were interviewed, and only 25 re-1 • Trip: A single or one-direction vehicle form on which to record responses as sponses were deleted as being invalid.j movement with either the origin or des- the questions were asked. A total of six Only 179 customers (28%) declined tol • tination inside the study site. questions were asked: be interviewed or were missed. Them • Trip ends:The total of all trips entering 1. Where did you come from'(street and committee considered the interview suc 1 ITE JOURNAL/JULY 1987 43 • t; cess ratio good in light of the quick-stop sections, and 14 were located at signal- Site Access Characteristics L nature of this type of store: ized intersections. At the five sites surveyed,40%to 50% Closeness to the interstate inter- of the fps entering the site entered from Findings ., change was a factor for 25%of the listed the main street Where there is a non- , stores. Most stores were located on the mountable median, it is obvious that all Site Characteristics major arterials intercepting the corn- 1 P 9 these trips will be right-turn entrances. Based on information from the.yelbw muter traffic, with high trip generation A smaller percentage,20%to 40° ex- ' ' pages of the Billings, Montana, tele- peaks corresponding to the commuter ited onto the main street.Twenty- i,. to phone directory, under"Grocers Retail," traffic. Eighty-eight percent of the stores 35%of the trips approached the site on and from field observations, we plotted • were located in commercial areas.Only the minor street away from the arterial, 26 convenience markets with gas pumps three were isolated within a dominant and'a similar percentage exited the',site on a map. The dominant chain names residential district serving as a neigh- away from the main street.Sixty were: Superette, Express Mart, E-Z . borhood grocery and.commuter inter- to 80% of the site exits foots place on the Shoppe, Kwik Way, Quik Mart, Super- ceptor.The average convenience market minor street.As the sites are small,arid America, and Speedy Mart. All stores in Billings has about 2,100 square feet of there is a high peak factor, situations were located along arterial streets. gross floor area and has eight gasoline .with conflicts at the driveways, particu- Twenty-one stores were located at inter- pumps. tarty with.left-tum ingress and left-tum egress,can be very hazardous.The sit- Table 1.Site Characteristics uation was worse at sites with no amass control (no curb, gutter, sidewalks) on lntersectian the side street. Site- Major Adjacent Street Minor Adjacent Street Control 1 , Trip Generation 1 Principal arterial Collector Signal Five lanes—no parking,. Two lanes—parking both All of the surveyed sites had siT ilar • two way(hush center sides,two way - layouts and a building, size'betvieen left-turn lane) ; 1400 and 2400 square feet of gross floor 1984 AADT = 20,000 1984 AADT = 5,500 area(Table 2). . ' 2 Principal arterial Local STpp control The following independent variables • Four lanes—no parking,, Two lanes parking both ' on local were analyzed using linear regression to,, two way • street determine their correlation (Table 3) to 1984 AADT = 22,000 1984 AADT = 1,500 the observed trip generation: • 3 Principal arterial Local STOP control • Gross square feet of building . Six lanes with left-turn Two lanes—no parking on local • Number of gasoline pumps ., pockets in,raised two way , street • Total traffic adjacent to the site median, o way no parking, 1984 MDT = 2,000 • Distance to the central business I is • - twtrict(CBD) 1984 AADT - 25'000 Each of these variables proved to 4 Principal arterial Local ' •. Signal have a poor correlation to trip generation • Six lanes with left-turn 'Two lanes—parking both (R = 22 to.09)except for the distaimce. pockets in raised sides,two way to the CBD that had a correlation coef- Mo � �no ' ficient (R2) equal to 0:902, with 'the . way 1984 AADT = 2,000 1984 AADT = 28,000 , higher trip generation being closer to the . 5 Principal arterial Local Signal CBD. It is noted, however, that distance • Four lanes with left-turn Two lanes—no parking to the-turn is not recommended for USe pockets in raised in estimating trip generation,as this liar- , median,no parking, iable is not site related,and this specific ` two way , • correlation.to trip generation would'not • 1984 AADT = 13,500 apply to other cities. . • Traffic volume surveys were done ur- , Table 2.Trip Generation at Convenience Stores with.Gas Pumps , Distance Trip Generation Square Feet M,mber ol, horn OBD. Site Locatrbn 3 Hours Sum AADT of Building ' Gas Pumps (Feed) . ' 1 Broadwater-16th St.W. 345 25,500 2,400 _ 6 12,900 2 'Broadwater-1st St.W. 493 23,500 1,789 6 ' 3,900 3 Main—Logan • f 200 27,000 ' 2,100 • 6 : 16,200 4 Main—Milton 281 30,000 i 2,400 ' 6 14,500 5 Ken's.interstate 206 13,500 1,357 10 •, 12,500 44 ITE JOURNAL/JULY 1987 I • I 1 • • I . i R ing the morning,noon,and evening peak asked to estimate the percentage of their morning trip origins are home based, i hours for all five sites, and at one site a business done during the three peak and the majority of trip destinations are traffic count was conducted for the entire hours of an average day.They estimated to work. This is not surprising and:re- 16 hours of.operation on average week- that 25%of their business was done dur- fiects a large number of last-minute con- days.To estimate average weekday trip ing those hours. The 16-hour traffic venience store stops in the morning on generation, the store managers were count was also analyzed, and it was the way to work. The origins and desti- i found that 24% of the daily trips were nations during the noon hour were • during the three peak hours for that evenly split between home and work Table 3. Correlation Factors count. Table 4 summarizes the average trips. One location near an interstate in- Distance to CBD = x trip generation rates that were found per terchange did show a large percentage y'= a;x + ao • site. (35%)of"other"origins,with the major- y = —0.0225 x + 573.39 Figure 1 shows the results of the 16- ity of its noon destinations going to work R2 0.813 - hour site traffic count.It is recommended (44%) and home(30%). R ='0.902 that trip generation for convenience mar-. At all the surveyed locations but one, Square Feet of Building = x kets with gasoline pumps be estimated the evening trip purpose was the oppo- 4 y = a,x + a, per site within the range of 800 to 2,000 site of the morning trip purpose.The lma- y'= —0.0241 + 368.28 vehicle trips per site on an average ' jority of the trips originated at work land • — 0'0088 weekday taking into account the site lo- R = .094 ` Sum ADDT= x cation, site characteristics, the adjacent Table 4. Average Trip Generation) y= a,x + a,, street characteristics, and traffic vol- per Site r y = 4.4926 x + 2t3.05 Imes. i R2 = 0.00486 Time Period Trip Ends Range R = 220 Origin/Destination Morning peak hour 95 42-146 Number of Pumps = x As part of the interviews with cus- Noon peak hour 96 57-165 y = 410.98 x — 12.42 tourers,data were collected on the pur- Evening peak hour • 130. 86-209 R= = 0.0367 pose of the other ends of the conven- Weekday 1,300 800-2000 R = 196 ience market trips. The majority of Based on rive surveyed sites in Billings,Montana. ri NA 0j4Don't pull your hair out . . .. # We have the motors that you need! *if �� , . c.... , . . fr To Fri: `-mot' Eagle Signal- Marberite --Net.,- ; Crouse-Hinds Kentron -_ ` Automatic Signal = �' �: ► ; • Motors to fit your every need. • Quick service . . . low, low prices! • Motors for dial units, camshafts, flashers, coordinators and synchrolizers. • o GENERAL TRAFFIC EQUIPMENT CORP. © 218 Willow Street • Yonkers, NY 10701 • (914)965-9292 CO • -: - Ask about our other fine traffic control products! •! f • ITE JOURNAL/JULY 19137 j 45 • ended at home. At the location that did originate within one mile of the carmen- large extent,- on existing traffic on tie not have a majority of evening trip des- ience market.As would be expected,the street system and do not generate traffic. tinations terminating at home, the site location at the interstate interchange at- Our study found that, in fact, over 60% location was along a major suburban ar- tracted much longer trips than the down- of the trips were nondiverted linked trips. terial with other shopping/services land town or suburban locations. Diverted linked trips accounted for an- uses nearby. The majority of trip desti- other 25%to 30%,and primary trips ac- . nations from this site(60%)fell into the . Trip TyPe counted for only 10%to 15%, on aver- "otter"category. The determination of trip type was one age. The trip type percentages were of the primary objectives of our study.By fairly constant over the three peak hours Trip Range identifying the trip type(i.e.,primary,di- of the day studied.Table 5 presents the The range of the trips to and from the verted link,or nondiverled link)we could average trip type percentages for tie convenience market was plotted for each estimate the impact of convenience mar- three peak hours. . • site.The two scales used to plot range kets with gas pumps on the transporta- were miles and minutes.The ranges se- tion system.The same interview method Conclusions lected for plotting were 0.5, 1, and 2-- had been-used to study trip type at re- miles;and 2,4,and 6 minutes.Analysis gional shopping centers.' These data This report presents the findings of la of the range data indicates that 50%to were of interest to the committee for use study of trip characteristics of convert- 60%of trips are less than 2 miles or 6 in quantifying.claims that convenience • ience markets with gas pumps in Bill- minutes. Also, a large number of trips markets draw entirely, or at least to a ings, Montana. The findings presented should be used with judgment. Billings has 110,000 persons in the metropolitan Table 5.Trip Type:Summary of 5 Sites area, which is characterized by urban .Percentage of Total Traffic sprawl and a heavily car-oriented cord- • Homing Peak Noon wing Peak munity.Trip characteristics may be quite different in larger cities where more pub- Trip Type image Range Face Range Alerage Range lic transportation is available and where • Primary , 6 0-10 13 9-17 13 5-21 more pedestrian traffic occurs. Also, Diverted linked 30 12-38 25 14-33 25 9-34 convenience markets in Montana are al- Nondiv�etted linked 64 58-85 62 50-70 62 55-83 lowed to sell beer and wine. Trip char- acteristics may be different where laws restrict the sale of alcoholic beverages, FIGURE 1. Site Traffic Generation or where convenience markets do not is-hour convenience market with gas pumps have gasoline pumps. 120— • • i • References 110- t Slade,tams J..and Gorove,Frederick E."Re- auctions in Estimates of Traffic liiipaLlo of Regicr 1 • Shopping Centers."ITE.mnxnar Vol 51,No.1, II j 100— •0 • o Z 1 • 90 — I Z o The data contained in this report reflect LL _ the findings and views of the Montana Technical Committee. The contents do . 70- not have the approval of, nor are they J necessarily the views of,the Inter oun • - F- 60 - lain Section, the Institute of Transporta- o Lion Engineers Technical Council,or d e — Institute of Transportation Engineers li- • • temational Board50 of Direction. Members of the Montana Technical 40 - Committee of the Intermountain Section of ITE who participated in this project 1 i i 1 1 i i I 1 i i (.. I 1 i i are: Robert Marvin, chairman; Leon 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 Howe; Ken Behling;James Fells; Gary • HOUR ENDING Huttmann; Richard Jacobson; Pierre . Jomini;Chad Lutey;H. Terry Smith;and Figure 1. Site traffic generation:16•hour convenience market with gas pumps. Pat Vandell.- 46 . ITE JOURNAL/JULY 1987 , %. " CIT' OF RENTO m , `'- Department of Planning/Building/Public Wor Earl Clymer, Mayor Lynn Guttmann, Administratoi PLANNING DNISION CITY OF RENTON January 10, 1991 JAN 1 01991 Mr Mark Cross ntEkVED Robert H. Lee & Assoc, Inca 1520 140th Ave. NE, Suite 200 Bellevue, WA 98005 SUBJECT: CHEVRON FUELING FACILITY & RETAIL STORE S. GRADY WAY, RENTON, WASHINGTON Dear Mr. Cross: This letter is in response to your correspondence dated December 21, 1990 to Mark R. Pywell of the City's Planning Division, which has been forwarded to me for comment. ISSUE 1). Is credit given in determining potential mitigation amount for traffic generated by the existing auto service and fueling facility? ANSWER: The answer is yes to the question above. However, we do need a reliable documented source of the average 24 hour trips in and out of the existing facilities and secondly, we need your estimated number of trips generated on completion, based of the ITE trip generation manual or other documented authoritative source if not property classified in the trip generation manual: The Transportation Benefit .Zone fee is based on the increase of traffic generated. The assessment fee is based on the following classifications: LAND USE TYPE BENEFIT ASSESSMENT COST/DRIVEWAY TRIP Industrial $207 Office $170 General Retail $ 80 'Convenience Retail $ 45 ISSUE 2) Are there copies of the ordinance adopting the Transportation Benefit Zone? ANSWER: Yes, copy enclosed. 200 Mill Avenue South - Renton, Washington 98055 Mark Cross January 10, 1991 Page 2 If I can be of any further assistance, please let me know. My telephone number is 277-6216. Ve y T my Yo s, Clinton Morgan Transportation Specialist cc: Mark R. Pywell, Senior Planner - Gregg Zimmerman, Plan Review Supervisor CEM008 1 • R®P'IRT H. LEE & ASSCrlATES INC. Vi-=.1 �1 ARCH&•ca.TURE PLANNING ENGINEERING 1520 140th AVE.N.E. • SUITE 200 • BELLEVUE,WA 98005 • (208I 746-4877 " !� JOHN W.JOHNSON - Arentec December 21, 1990 Mr. Mark R. Pywell, AICP PLANNINGDIVISION Project Manager CnY of RE QN City of Renton 200 Mill Ave South DEC 3 1 1990 Renton, WA 98055 a dEC�•+1����� Dear Mr. Pywell, Thank You for the prompt transmitting the request for information from the Technical Advisory Committee regarding auto trip , generation by our proposed Chevron Fueling Facility and Retail ', Store. We will contract with an Engineering firm specializing in ', Transportation Engineering to answer the question related to estimated trip generation. in negotiating a contract for engineering services, we need to know two things. A. Is credit given, in determining potential mitigation amounts, for the traffic generated by the existing Auto service and Fueling facility? This is critical in knowing how much analysis of existing traffic generation we need to include in the contract for services. There must be some remodel or change of use proposal, for an existing structure, previously reviewed that provides precedent. adopting B. Are there, copies of the Ordinance the Transportation Benefit Zone for Grady Way that would help us understand the traffic impact analysis that the City does and the information the City needs to complete its analysis. I understand that our project can not move to review by the' SEPA' Review Committee until this additional information is provided. • Sincerely, ROBERT H LEE & ASSOC. , INC. • 44AX C1-/rS1---- Mark Cross - cc. Jay Hummel, Engineer, ' Chevron USA INC. 8702\trafimp.Ltr CITY OF RENTON, WASHINGTON RESOLUTION NO. 2827 A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, ADOPTING A TRAFFIC MITIGATION PLAN FOR THE GRADY WAY TRANSPORTATION BENEFIT ZONE AS A CITY POLICY UNDER THE STATE ENVIRONMENTAL POLICY ACT. WHEREAS, the City of Renton has undertaken a study of traffic conditions known as the Grady Way Benefit Area Assessment Study; and WHEREAS, the area within the Grady Way Transportation Benefit Zone has experienced rapid growth which generates substantial additional traffic; and WHEREAS, the transportation system is inadequate to support the present development and the projected business development within the Grady Way Traffic Benefit Zone. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO RESOLVE AS FOLLOWS: SECTION I. The above recitals are found to be true andl correct in all respects . SECTION II . The Grady Way Transportation Benefit Zone is hereby created with its boundaries as follows: The Burlington Northern Railway main line on the west, Burlington Northern east side branch on the north, and 1-405 on the east and south. SECTION III. The Grady Way Transportation Benefit Area Assessment Study is hereby adopted by the City of Renton as a factual document and the , traffic mitigation charges included , therein are hereby adopted by the City of Renton as policy under , the State Environmental Policy Act. 1 i RESOLUTION NO. 2827 SECTION IV. The administrative staff is authorized and directed to apply the mitigation fee in an equitable manner, to negotiate fees under this policy in a manner that utilizes sound engineering and legal principles, and to coordinate and cooperate with developers and property owners to utilize sound planning and engineering practices which reduces daily trips and thereby reduces the need for transportation mitigation. PASSED BY THE CITY COUNCIL this 3rd day of December I 1990. 1 • A_ --..kZe7- . Marilyn . ,tersen, City Clerk V I APPROVED BY THE MAYOR this 3rd day of December , 1990 . E r lyme , ay r Approve 's to form: Lawrence J. War n, City Attorney RES.84-03 27/90-as. II -2- „ ,------25 ROBE k LEE & ASSOC ,-' JAN 08 ,491,17: '- - - - - -- _._ - - , --•- ,•;:r.-,,,3,,zt -7-7•53,,,,,c-• ,?-:,;•••::,..7,,A,--,--3.,:-...,,E.t.,,,,,e,.....-,E.,-,,,,,,,,,,,,,,-.--,-....,,_, -- -----,-----— -- -:.:-...,--.'""'',..'-'7'..4- --7.-”.77”',,,-.,....'',. 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''r..-T-' t"."1"..'.''.1...f., 7'-"."t.;.?"4-.,',",'„c.ft'At".'.','"r4e,..2-,T-..it,":,?.-4.".;i7.1-;;.,,z1.1 .0,V.7-ily..nAt'ilittcvv.,,,-.1,47r..4....T.,,i,".**- ..7,27.,,,:,7i _ . . _____...____.„ . .. .. ...........-..-- ---- --- . '.: . • .... .•. . _. , . :... . - •• • . ........::,,r,.. • -' - ' . __ ._ ... . .....-----.----....-.--.-..-.-...... -- • . .....-......... ..... . .. .. .------._.----...-..... .. . . .. ... ROE RT H. LEE & ASSOC TES, INC. ARCHITECTURE PLANNING ENGINEERING 1620 140th AVE.N.E. • SUITE 200 • BELLEVUE,WA 98005 • [2O6]746-4677 JOHN W.JOHNSON Architect December 21, 1990 , Mr. Mark R. Pywell, AICP PLIANWINGDii/ ION Project Manager CITY of RENTON City of Renton 200 Mill Ave South - DEC. 3 1 1990; Renton, WA 98055 I . Dear Mr. Pywell, Thank You for the prompt transmitting the request for information- from the Technical Advisory Committee regarding auto trip generation by our proposed Chevron Fueling Facility and Retail Store. We will contract with an Engineering firm specializing in Transportation Engineering to answer the question related to estimated trip generation. in negotiating a contract for engineering services, we need to know two things. A. Is credit given, in determining potential mitigation amounts, for the traffic generated by the existing Auto service and Fueling facility? This is 'critical in knowing how much analysis of existing traffic generation we need to include in the contract for services. There must be some remodel or change of use proposal, for an existing structure, previously reviewed that provides • precedent. B. Are there copies of the Ordinance adopting the Transportation Benefit Zone for Grady Way that would help us understand the traffic impact analysis that the City does and the information the City needs to complete its analysis. I understand that our project can not move to review by the SEPA Review Committee until this additional information is provided. • Sincerely, ROBERT H LEE & ASSOC. , INC. . litv( Mark Cross cc. Jay Hummel, Engineer, Chevron USA INC. • 8702\trafimp.[tr I.. ROE._RT H. LEE & ASSG%-.11ATES, INC. ARCHITECTURE PLANNING ENGINEERING 1520 140th AVENUE.N.E. • SUITE SOO • BELLEVUE,WASHINGTON 99006 [206)746-4677 FAX(1206]746-6936 ETEVEN J.KATTNER Architect February 20, 1992 pNI$10N ON- 104 Mr. Donald Erickson CTI City of Renton \ 1992 Community Development Department FES Municipal Building tat4 200 Mill Avenue South Renton, Washington 98055 RE: CHEVRON U.S.A., INC. - CU;ECF-096-90 Dear Mi. Erickson: Per Lenora Blauman's recommendation, the enclosed questions should be directed to you as this project is currently without a planner. We received a"Determination of Non Significance-Mitigated" last April for the Environmental Checklist we submitted for the subject project. The project description included the removal and replacement of three 12,000 gallon underground fuel storage tanks with three new 12,000 gallon double wall underground fuel storage tanks. Chevron is now interested in replacing the three existing 12,000 gallon tanks with two 12,000 gallon and one 15,000 gallon double wall underground fuel storage tanks (an increase of 3,000 gallons). Chevron is also interested in removing and replacing the existing 1,000 gallon used oil tank with a new 1,000 gallon double wall used oil tank. We are under the assumption that we will need only to submit a revised Environmental Checklist in lieu of going through another complete and timely Environmental Review process for the revisions described above, however, we are unsure how to initialize the changes to our project proposal and would appreciate your help with this matter. Thank you for your time and attention to this project and we will be awaiting your response. Please do not hesitate to call if you have any questions or require any additional information. Sincerely, ROBERT H. LEE & ASSOCIATES Steven W. Freeh, Job Captain cc Lenora Blauman, City of Renton Community Development Department g:\8702\tank.ltr a.,y Icd P,p Chevron PLANNING DIVISION Chevron U.S.A. Inc. December 19, 1991 P0. Box 220, Seattle, WA 98111 DEC 271991 • Chevron Facility 60099114 VIED 301 S. Grady Way Renton, Washington Mr. Donald K. Erickson, ACIP City of Renton Planning/Building/Public Works Department 200 Mill Avenue South Renton, WA 98055 Dear Mr. Erickson: I am writing in regards to city code requirements associated with the replacement of the underground storage tank(UST)system at the above referenced site. Our repeated efforts to contact each other by phone have been unsuccessful, as have my efforts to reach Mr. Charlie Regele. I am specifically concerned about your letter to me, dated November 12, 1991, referring to a potential stop work order for failure to submit a SEPA Environmental Checklist for our project. An Environmental Checklist had been filed and finalized with the city on May 28, 1991 for the conversion and upgrading of the existing service station. This is referenced in the July 18, 1991 Office of the Hearing Examiner's documentation of the July 2, 1991 hearing. On July 22, 1991, I spoke with Ms. Laureen Nicolay of your office concerning site cleanup activities associated with the UST replacement. I explained the need to complete a site assessment before developing a remediation plan. It was agreed that a remediation plan would be submitted to and approved by the City of Renton prior to removal of the existing UST system. In my October 25, 1991 letter to the Department of Ecology Northwest Regional Office, I stated a possibility existed that the reconstruction project may not be initiated in 1992. Since the time of my letter, the project is again scheduled for the first quarter of 1992. Based on the understanding of the above, I am unclear as to why a stop work order will be issued for this project. Presently, a site assessment has been completed and the remediation plan is being finalized by our consultant, EA Engineering. It is still Chevron's intention to submit this plan for city approval prior to site work. I would be greatly appreciative of any guidance you can provide me so both the site remediation and station upgrade can be initiated without undue delays. I will be returning to the office January 3, 1992. If you have any questions or require more information, please contact me at 628-5200. Thank you for your cooperation. Very truly yours, D Timothy D. Johnson Environmental Engine r TDJ:jts cc: D. G. Forsman E. K. Kringlen G. R. Williamson T. B. Thompson J. F. Hummel File I'IV V 10 - J. 11•04 rCVDLrC I r'I LLL ♦ • 1 • Y R I • DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MI I IUATION MFASIJRES r.t,e tng Far IL,&fiatoN tii:;u . ELF-Gyb-90 �1 r,,,,.a• >. :. cJnvert an extsting tut.sru vital station with to a 1j 6t8:r;'r en•h a rornetlle1Ge 3tc'e on a 24 295 5` 'nt The -Y15I. j at.'L. ralrter:arce says w;•: be alintlnated. C ctc.:iwc a .gld-st•_ly 1.2 D s.f. rett:' bldg., 186 S.t , • cur tt<< di,;,crse11, end rep:ac•ng t i eti 12,000 ga,.On c..l 3corag;, tsr rs v.ttr thrNt3 hew 12,000 gallon double w,a.l "._iifi3tt�t 4 -"er`.t! k3„IGN.. Crlrr•cflt;ee 1551.1ed a Determination r.t • '11t17,3!P f .'I•thr, trPowtng Ct,'rt'JItlur:S. I a t n:J .. • • • not, ni ti 3 tobr,r3 till tali d.irng 4 ,r a ,E; r, . . ,ail ..brr t t r ...3 t end thR .'.'SE 41/4' .k S-te; dt •� �. .,. - a'4 'hat all I v:'1.--1 L.1 the 4013 • t r • .t • !ri ..c a..l q.•ntbt�10 tha ^I „ .u+ Lo, ,t; any site • . 3ItB J0Slits Of •, ,r, •t 1'+Jt tho ._ • ., w" t' 11.yod • . ,Ling their . • , atcboduly • NOV 18 '91 11:33 ROBERT H LEE & ASSOC P.1 ROBERT H. LEE & ASSOCIATES, INC. AfCMYCiCTURi PLANNING L•NOI ' IIS�ON 1SR0140 h AVE.N.E. • QUITE L700 • BELLCVL,c,WA vpOOi ' '{ 4 v i'•TON CI Cl' i, JOMN W .01.48411q,u .�, NOV 1 81991 TELECOPY!FACSJMILE COVER PAGE RECEiV t® DATE: / ' / $ 1/ I RANSMIT TING FAX # 1246E 746-68a6 FROM: �10744-. - e/S TO: 11,44; R&ye.l e- RE: ?A LIs RI-IL JOB #: '66Y`1 TT /A441/1•-1.rr7 i• _/Ur' 4.1 - 1r7!-7 C�libX'- _ M1 iF' 644 , A L if e—, ..... E :Irk) 4-1 4,07 s 7 44-f 1/€4-7 / s livz</ A fir-f_ (1f/. -_ 7 1- C -'..._ 7 IF YOU DO NOT RECEIVE ALL PAGES, PLEA` L• CALL IMMEDIATELY. NUMBER OF PAGES TO FOLLUW: ' I IVUV lb ' i 11;.i4 IKUtiLK I h LLL & HS5UL ar s"s roCIT Y OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttman,Administrator PLANNING DIVISION CITY OF R NTON NOV 'i 8 1991 RECEIVED `..)Pe Cit-v CUL-, 3pittk rr 4-. FJv _r'ri arpo uheatdy :wen x' ynrlr aprp>+ other apps.x° bee' revised ar, ;41•..r-ropanu-- r h,bi:la. ' E•v r4•. ng icc If y}r,hew c,:r S;rnrs nr nps re riar.f,ration of the abovo, please cal:Mark Pyrwell at 235-2550- ��Fnw,rry vernal ev1 w errant :rd..On, 1%t' ,esr•.rotary . GF«tvrr r USA, nC 1301 .rh Ave. F131 2900 Seattle vhA 9$lt)1 201J Mt11 Avenrae Strum' Renton- Wa ' - .-, ' ..„."- '.:.17.4;777.77:7' ,-"•.•-:,'7.'7'' , ...-......14 4,7,- _ -"'" , • ,,t,::IiI!WA, rPRE'i'X i-Itt-4-,, •, ••' ,- .4 - 71,/,.-7., . •. • '.•1** Itti, ' ...4.„ i' "" ' ' — - ' ' , ' ''''......- • ''...;,:.ti„,- , ti.'.., •. - *I •• t.' -,... st,' .....• '.. '. '. ' titatilast--w 4' + .: 'lit 't -"" . C 4 :. . 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' : , '"•• -4--.s ydblairs.44), •' , - , .t ,.," . •• , t' .K,...s ,,t,,„:, .•-Nor, vr,,nalittillIOS4140r.u•,nt,.....)4 , ''..:•' • ' `-..• ' . e• •• ".'• 1, • witati, Pti.-1,..4- t ttvi 4 t i•- , -..... , .---- '..';'. \1144•10•.;,47.kfT:. '."'f.':i.'''' .' . - - . 'JAI(r if 'WA r':;,' :i't• - 'z •,' . 'Orli'. -,-.• ". . 1 ..''• 4- . :At .••••• _•••,r- • - , - '• •;''d •.i,.....," .•..'...' ._ . . , „, g,• ' ' ',„••••••.4;' • ' • , ..,•,., . ,"t '.' - ` . .. "'II/941re St''' '' 1.•'''e tsar*iiiit4 4.U4 NUV 11;d NUtILKI H LLL & HbbUt_. • • • sht,' r14' t,^ ,4,itd the, Irr-ACt3 of ncreased traffic on area roods,provide the S.-r • *.r'pl fcr the Grady Way TBz prior to the • • • • '1 4., • et ,•, at-09!0 410 CIT` OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor. Lynn Guttmann,Administrator November 12, 1991 Timothy D.Johnson Environmental Engineer Chevron U.S.A., Inc. P.O. Box 220 Seattle,WA 98111 SUBJECT: CHEVRON FACILITY,301 S. GRADY WAY Dear Mr. Johnson: I am writing to inform you that a SEPA Environmental Checklist is required for activities associated with the removal or replacement of underground storage tanks exceeding 30,000 gallons, the removal of more 100 cubic yards of contaminated soil and for corrective on-site actions to remediate contaminated soils. It has come to my attention that Chevron has not filed an Environmental Checklist as required by the City code. If a checklist is not filed with the City by November 20, 1991, a stop work order will be issued for your project. I have enclosed an application package for your convenience. If you have any questions about this matter, please contact me, or Charlie Regele at 235-2550. We look forward to assisting you on this project. v 2_______ Since this Donald K Erickson,ACIP Zoning Administrator cc: J. Hanson B.Arthur G. Gotti C. Regele 200 Mill Avenue South - Renton, Washington 98055 IIIROBI P T H. LEE & ASSOC..:rTES, INC. ARCHITECTURE PLANNING ENGINEERING 1820 140th AVE.N.E. • SUITE 200 • BELLEVUE,WA 98005 • [206]746-4677 JOHN W.JOHNSON Architect / October 26, 1990 Mr. Gregg Zimmerman, Engineer ®aSIAIO DNI®IMg Public Works Division Department of Planning/Building/Public Works 0661. �.�® City of Renton ,T.. 200 Mill Avenue South . ,`; uH 3 1\ 9 3 O a Renton, Wa. 98055 MOINS1:I3o1.110 ..r ... RE: Flood Plain determination request for - 3 01 S. Grady Way. Dear Mr. Zimmerman{: Attached is an enlarged section of FEMA Map Panel # 328. The original scale of il"=500' has been enlarged 5 times to 1"=100 ' . This allows the FEMA Map to be directly compared with the CH2M Hill flood work map. Note that both maps show cross section A, B, C, locations on Rolling Hills Creek. This allows exact alignment in at least one direction between the two maps. These cross section lines are drawn immediately north of the west bound off ramp from I-405 to SR-167. With the FEMA map enlarged to the 1"=100 ' scale I think it is clear that the Zone X designation on the FEMA map aligns right on top of the Chevron service station. This adds a second! confirmation that the CH2M Hill map and the survey are accurate in describing most of our site as being above the FEMA 100 year flood plain, (24 feet) . Based on the following exhibits: a. FEMA flood insurance rate map panel 328 for King County Wa 1"=100 ' . b. Enlarged acetate overlay, portion of FEMA panel 328 for King County Wa 1"=100". c. Work map for Flood Insurance Rate Map and Flood Boundary by CH2M Hill 1"=100 ' . d. Site survey by Bush, Roed & Hitchings Inc. e. Mylar of proposed Chevron convenience store and fueling facility showing proposed fuel tank locations. October 26, 1990 ; oar 2 s 199 IF,� 0 1 1.11.47.0 vivo I am requesting a determination that: 1. The existing grades in the location proposed for the three fuel tanks is above the 24 ' FEMA 100 year flood plain (FEMA Zone X) . 2. The existing grades in the location of the proposed convenience store are above the 24 ' FEMA 100 year flood plain (FEMA Zone X) . I would ask that your findings be sent to Mark Pywell in the Planning Division and to Glen Gordon in the Fire Marshalls Office. As a final note I want to say that this request is not being made to avoid participation in improvements to the Renton drainage system. It is very possible that further analysis will show that Chevron should participate in area wide improvements. We simply want to demonstrate via your findings based on the submitted materials that flood waters do not surge across our site with a regularity that could even remotely cause concern about damaging the fuel tank overlayment or tiedown system. Thank you for your consideration. Sincerely, Robert H Lee & Associates, Inc. ?////74K- Mark Cross, Senior Planner CC: Mark Pywell, Planning Division Jay Hummel, CHevron USA, Inc. 8498\grgzmrmn.ltr ROBERT H.LEE&ASSOCIATES 1 V III R011 rIT H. LEE & ASSOC.,4TES, INC. ARCHITECTURE PLANNING ENGINEERING 1620 140th AVE.N.E. • BUITE 200 • BELLEVUE,WA 9E005 • [206]746-4677 JOHN W.JOHNSON Architect CITY OF October 11, 1990 ' C I rD�r OCT 1 2 1990 Mr. Mark R. Pywell AICP BtILDING DIVISION s Project Manager ti Department of Planning/Building/Public Works City of Renton 200 Mill Avenue South Renton, Wa. 98055 RE: 100 year flood plain in and around 301 S. Grady Way Dear Mr. Pywell; This letter is to submit to you additional information regarding the exact location and extent of the one hundred year flood plain in and near the site of our proposed convenience store at 301 South Grady Way. Attached are two copies of the FEMA flood map provided by the Fire Marshal, Glen Gordon, showing the 100 year flood elevation being 24 ' in the area surrounding our site. Also please note the kidney shaped area designated as "Zone X" . We understand this designation to be above the 100 year flood level. Also attached are two copies of the "Review Draft" work map for flood insurance rate map and flood boundary. This map is an aerial photo with flood level overlays done by CH2MHILL for the City of Renton. This map clearly shows an area around the existing Chevron facility as being above the 100 year flood plain. This confirms that the "kidney" shaped area on the official FEMA map is in fact the site for our proposed project. I have also enclosed two copies of a stamped survey by Bush Roed & Hitchings Inc. showing spot elevations for our site. These spot elevations confirm the more generalized mapping which shows much of our site to be above the 100 year flood plain. Finish floor of the existing structure is shown as 25. 64 or more than a foot and a half above the 24 ' FEMA flood level. You will also find enclosed a plot of our proposed site plan on tracing paper so that you can line up the proposed tank locations with the existing spot elevations. Reading the spot elevations through the tracing paper, I see three of them reading 24.21, 24.21 and 24.76 running west to east centered on the tanks. Page 2 We could find even higher spot elevations of the existing site to the south and east of the proposed building. We would prefer to keep the proposed tanks as shown. Re-grading of the site for the new construction will be done to keep the finished grade elevations at or above these existing elevations. Based on this new information I request a written determination that: A. The proposed location of our three twelve thousand gallon tanks is currently above the established 100 year flood plain. B. The proposed location of our convenience store is above the established 100 year flood plain. C. The existing finish floor height of 25.64 is adequate to meet the City of Renton's requirements for the height of finished floors above the 100 year flood event. I further request a copy be sent to Mr. Glen Gordon, Fire Marshall, City of 1 Renton. We do understand that this detailed information was not available to the Technical Advisory Committee at the time of their initial review. We do hope that a careful review of this additional information will allow the proposed Chevron Fueling Facility and Convenience Store to proceed to SEPA Review and then to the Hearing Examiner. Thank you for your consideration of this new material. Sincerely, Robert H. Lee & Assoc. , Inc. Mark Cross, Senior Planner Enclosures CC: Jay Hummel, Engineer Chevron USA, Inc. 8478\pYwell.ltr ROBERT H.LEE S ASSOCIATES • AFFIDAVIT OF PUBLICATION Si o6i Dolores E . Ashbaugh ,being first duly sworn on oath states Acct. #-54)-6.40 that he/she is the Chief Clerk of the VALLEY DAILY NEWS • Kent Edition • Renton Edition • Auburn Edition Daily newspapers published six (6) times a week. That said newspapers NOTICE OF PUBLIC HEARING are legal newspapers and are now and have been for more than six RENTON HEARING EXAMINER months prior to the date of publication referred to, printed and published RENTON, WASHINGTON Ren- in the English language continuallyas dailynewspapers in Kent, KingA Public Hearing Examinerwl be held by the$ ton Hearing at his regular meet- County, Washington. The Valley Daily News has been approved as a legal ing in the Council Chambers on the second newspaper by order of the Superior Court of the State of Washington for floor of City Hall, Renton, Washington, on July 2, 1991 at 9:00 a.m. to consider the King County. following petitions: FUELING FACILITY & RETAIL BLDG. The notice in the exact form attached, was published in the Kent Edition Ap;ECF 0 seeksplicant to convert an existing full x X , Renton Edition X X , Auburn Edition Y x , (and not in service station with auto maintenance bays supplement form) which was regularly distributed to its subscribers will be eliminated. Construction includes a single-story 1,250 s.f. retail bldg. 186 s.f. during the below stated period. The annexed notice a public not i a c utility bldg.four fuel dispensers,and replac- ing three 12,000 gallon steel storage tanks #5927-City of Renton , notice of public hearing. with three new 12,000 gallon double well, underground fuel storage tanks.The project is located at 301 South Grady Way. 1 A A 1 Legal descriptions of the files noted was published on T»n P 2 f1 above are on file in the Development Ser- vices Division, Third Floor, Municipal Build- ing, Renton. The full amount of the fee charged for said foregoing publication is the All interested persons to said petitions 3 4 - 9 7 are invited to be present at the Public Hear- sum of$ ing on July 2, 1991 at 9:00 a.m.to express their opinions. Published in the Valley Daily News June 'J ' 20, 1991 5927. Subscribed and sworn before me this 2 8 t h day of June 19 91 --CC 62F. 9#/ N Public for the State of Washington residing at Auburn, King County, Washington VON 487 Revised 4/89 CITY OF RENTON RENTON FIRE DEPT. FIRE PREVENTION BUREAU MEMORANDUM NOV 2 6 1990 ,� R DATE: November26, 1990 EC�;��ED TO: All Reviewing Departments PLANNING DI!/ISIOIN CITY OFRENTON FROM: Mark R. Pywell, Project Manager '-NOV 2 9 1990 SUBJECT: Chevron Service Station IRLQLTis, LIU CU;ECF-096-90 Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. --)r) 41/e4' ,A,u4r` /9-1/0--y- Ae-ed_e;er _cued • I Past-6. CITY OF RENTON MEMORANDUM DATE: November26, 1990 IECEIVEA TO: All Reviewing Departments NOV 2 6 1990 FROM: Mark R. Pywell,AICP Project Manager PARKS&RECREATION SUBJECT: Chevron Service Station CU;ECF-096-90 Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. • • 622/6 ?1/7L-e1/7 CITY OF RENTON :/OY 2 MEMORANDUM `' 4440 e g44 DATE: November 26, 1990 ey TO: All Reviewing Departments C'f). ywell,AICP Pe; ®F1� �9If* 4 FROM: Mark R. Pywell, �7. `'�' F� Project Manager 0/0�R O �U41 SUBJECT: Chevron Service Station S CU;ECF-096-90 �1/��� Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. .5 CITY OF RENTON MEMORANDUM �3 DATE: November26, 1990 c ®f TO: All Reviewing Departments FROM: Mark R. Pywell, AICP o1,� C'�pf 0 Project Manager 4��� 4 SUBJECT: Chevron Service Station •CU;ECF-096-90 ���� Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. 6 G 111/66P-- 6- • "few rdea Loc*T ° I ofr vsfe rektviS c,qti 060 4*y &vH64 ez7 " 77& v,51 ,loin I ce.h CITY OF RENTON CITY OF RENTON, RECEIVED MEMORANDUM NOV 2 6 1990 D VISION DATE: November16, 1990Pzkvivp �i11. fs.c TO: All Reviewing Departments ilea,a�► ®Jy FROM: Mark R. Pywell,AICP� NOv 2 ? /990' Project Manager w Edit SUBJECT: Chevron Service Station CU;ECF-096-90 Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. r' � r MR - I CITY OF RENTON MEMORANDUM DATE: November 16, 1990 TO: All Reviewing Departments FROM: Mark R. Pywell,AICP1 Project Manager SUBJECT: Chevron Service Station CU;ECF-096-90 Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. 0-14? `)/-44, ®d, 10 t CITY OF RENTON c, ,to? 1 1 47 MEMORANDUM 4b1 DATE: November 16, 1990 TO: All Reviewing Departments FROM: MarkP Project Manager %` SUBJECT: Chevron Service Station CU;ECF-096-90 Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you:have any questions please contact me at extension 6167. Sk (' 0 Q �-�-�- Co ;`1 9t?) • • tirvnepoj* CITY OF RENTON MEMORANDUM DATE: November16, 1990 `% bp, to TO: All Reviewing Departments FROM: Mark R. Pywell, Project Manager SUBJECT: Chevron Service Station CU;ECF-096-90 Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. --Fra.ric.rorktdiry 1 CITY OF RENTON MEMORANDUM ta/77, > Ipz% DATE: November 16, 1990 N®k 4 Coh- c' < TO: All Reviewing Departments /J 'Y f6/46? !9 FROM: Mark R. Pywell, AICP `r),Jir�V 04) Project Manager kiep SUBJECT: Chevron Service Station �s CU;ECF-096-90 Attached is a revised site plan for the project listed above. Please check your comments to ensure that they are relevant to the revised project. If you have any new comments please write them on the bottom of this memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. PLANNffigG DIVISION OfTy OP RENTON DEC 0 5 1990 --De-6 4 1-4 /?? � . a14.11.„,e,ds a, e 4 4,^e,-E-&-- 3 b‘ 5- t 4s5-. / OS./o �m"leve IJ �ed � la e cc �r-�S� e,t2( k EA._ abe � Caihr rJt�Co o- I, jug,�fr+}tr4 P CITY OF RENTON Pee, 1`%otiN MEMORANDUM 499 _ DATE: November/6, 1990 TO: All Reviewing Departments Ft.Pr9,?:'3>71ti1tS!rJi FROM: c OF ri Ni Ott Mark R. Pywell, AICP%�� Project Manager SUBJECT: Chevron Service Station CU;ECF-096-90 Attached Is a revised site plan for the project listed above. Please check your comments to ensure t are relevant to the revised project. If you have any new comments please write them on the bottom of thltheys memo and return it to me. If I do not receive any new comments by December 14, 1990 it will be assumed that the existing comments are adequate. If you have any questions please contact me at extension 6167. A— /7. e