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HomeMy WebLinkAboutPlanning Comm Rpts./1995/12/13 (10) PLANNING COMMISSION AGENDA STATEMENT Item 4 Meeting Date 12/13/95 ITEM TITLE: Public Hearing: Conditional Use Permit PCC-96-04; request for demolition of existing service station facility and construction of new cashier booth, automated car wash, and additional gas island, and 24-hour operations for gasoline sales only, for the existing service station located at 98 Bonita Road in the c-N-P (Neighborhood Commercial/Precise Plan) zone - Union Oil Company of California The proposal is for the demolition of an existing service station facility at 98 Bonita Road and the construction a new automated carwash, detached cashier booth. and addition of a gasoline island containing two pumps. The request includes a proposal to have 24-hour operations for gasoline sales only. The Environmental Review Coordinator has prepared an Addendum to Mitigated Negative Declaration IS-95-25, reviewing possible environmental impacts associated with the project. Based on the attached Mitigated Negative Declaration and Addendum, the Environmental Review Coordinator has concluded that the project would not have significant environmental impacts and recommends adoption of the Mitigated Negative Declaration and Addendum issued on IS-95-25. There are no unresolved issues between the applicant and staff on this proposal. RECOMMENDATION: That the Planning Commission adopt attached Resolution PCC-96- 04 approving the project based on the findings and subject to the conditions contained therein. DISCUSSION: Site Characteristics The project site is a relatively level 20,606 sq. ft. parcel located at the southwest corner of Bonita Road and Bonita Glen Drive. The existing service station facility includes automotive service bays and adjoining cashier/snack shop and two gas islands containing a total of four gas pumps. Page 2, Item ~ Meeting Date 12/13/95 Zoning and Land Use Zone Land Use Site North South East West CNP (Neighborhood Commercial) CVP (Visitor Commercial) R3G (Multi-Family Residential) CCP (Central Commercial) CNP (Neighborhood Commercial) Service Station Restaurant, Hotel Apartments Service Station Commercial Center Proposal The proposed project consists of the demolition of the eXlstmg service building and the construction of a 1,040 sq. ft. carwash building, a 228 sq. ft. cashier/restroom building, and 1,960 sq.ft. gasoline canopy encompassing 3 gasoline islands (6 pumps total). The carwash is proposed to for operation from 7:00 a.m. to 8:00 p.m., and will be manned by two attendants, one at the entry and one at the exit. The applicant is requesting authorization for 24-hour operations for the gasoline sales only (the CoN zone limits business operations to between the hours of 7:00 a.m. and 11:00 p.m. unless specifically authorized by the Planning Commission) . ANALYSIS carwash Requirements Section 19.58.060 of the Municipal Code sets forth the following requirements for automobile carwash facilities: . all equipment used for the facility shall be soundproofed so that any noise emanating therefrom. as measured from any point on adjacent property, shall be no more audible than the noise emanating from the normal street traffic at a comparable distance; . hours of operation shall be from 7:00 a.m. to 11:00 p.m. unless specifically approved by the Planning Commission; . vacuuming facilities shall be located to discourage the stacking of vehicles entering the carwash area and causing traffic congestion adjacent to any areas used for ingress or egress; Page 3, Item ~ Meeting Date 12/13/95 . the carwash location, technology, and related drainage facilities shall be designed and constructed so as to prevent damage to pavement or other infrastructure from water from the carwash operation being carried off-site, to provide a means to collect and retain potentially toxic material, and to use recycled water to the extent possible. Noise The project is bounded to the north by Bonita Road, across which are commercial uses; and to the east by Bonita Glen Road, across which is a service station. Abutting the project on the west is the rear of a commercial center. A multi-family residential property is located to the south of the site. The applicant has submitted a noise study (attached) indicating that noise impacts from the carwash on the southerly adjacent multi-family complex can be mitigated through the construction of a 7 ft.- 9.5 ft. high masonry wall along the southerly property line. The project has been conditioned to require the construction of such a wall , with specific details regarding the design of the wall to be addressed through the Design Review process (see Exhibit nAn). Additionally, staff is recommending the relocation of vacuum pumps so that the carwash structure will provide a barrier between the vacuums and the southerly property. Traffic/Site Circulation Original plans submitted by the applicant for the proposed remodel, and analyzed for Initial Study IS-95-25, included the operation of two existing gas islands. the construction of a proposed carwash, and the construction of an 1,100 sq.ft. snack shop. In response to those plans. staff raised concerns regarding site circulation. carwash stacking, and parking. The plans have since been revised to eliminate the proposed snack shop and to add one additional gas island with two pumps. Parking provided now meets City requirements, and the current proposal depicts the closing of the southerly-most driveway on Bonita Glen Drive. thereby eliminating conflicts between the carwash stacking area and vehicle ingresslegress at that location. The carwash will be manned by two attendants, one at the entry and one at the exit. Additionally. four parking parking spaces adjacent to the carwash structure have been provided for customers to park their vehicles while further cleaning and vacuuming. Thus. potential conflicts between vehicle stacking and vacuuming facilities have been eliminated. The Traffic Engineering Division reviewed a traffic and circulation analysis provided for the original proposal and detennined that adverse traffic impacts would not be created. The current plan is less intensive than the original. and also implements suggestions regarding providing a location for vehicle cleaning after utilization of the carwash. As a result of the changes made Page 4, Item ~ Meeting Date 12/13/95 to the proposal, staff finds that the site circulation as currently presented works reasonably well and should not result in congestion on-site, nor should it impact traffic on adjacent streets. Imoact upon Public Imorovements As noted previously, the Zoning Code requires that carwashes be located and constructed so as to prevent damage to pavement of other infrastructure from water carried off-site. A standard condition of approval has been included which requires the applicant to enter into an agreement with the City to repair any damage to public improvements resulting from the carwash operations. Hours of Ooeration The proposed hours of operation for the carwash are from 7:00 a.m. to 8:00 p.m., which is within zoning code hours of operations restrictions specified for carwashes as well as general business operations in the C-N zone (both of which limit business hours to between 7:00 a.m. and 11:00 p.m.). As a part of this proposal, the applicant is requesting authorization for 24-hour operations for gasoline sales only. This property is located close to a freeway interchange and is surrounded by commercial properties on three sides. The residential property to the south will be buffered by a wall reducing noise impacts. Therefore, the 24-hour gasoline sales should not adversely impact other properties, and staff supports the applicant's request. CONCLUSION The proposed remodel program will allow this older service station to upgrade its facilities and provide better services to its customers. Based upon the previous discussion, staffrecommends approval subject to the conditions contained in the attached draft Planning Commission resolution. Attachments 1. Commission Resolutions 2. Locator 3. Plans 4, Environmental 5. Disclosure Statement (ill: \homc\planning\pauy\pcc9604. rep) ATTACHMENT 1 PLANNING COMMISSION RESOLUTION RESOLUTION NO. PCC-96-04 RESOLUTION OF THE CITY OF CHULA VISTA PLANNING COMMISSION APPROVING CONDITIONAL USE PERMIT PCC-96-04 FOR THE REMODEL OF AN EXISTING SERVICE STATION, INCLUDING THE CONSTRUCTION OF AN AUTOMATED CARWASH AND 24-HOUR GASOLINE SALES, LOCATED AT 98 BONITA ROAD WITHIN THE CoN NEIGHBORHOOD COMMERCIAL ZONE WHEREAS, a duly verified application for a conditional use permit was filed with the City of Chula Vista Planning Department on July 27, 1995 by Union Oil Company of California (Unocal); and, WHEREAS. said application requests approval of a conditional use permit for the remodel of an existing service station facility, to include demolition of an automotive service bay building and construction of an automated carwash, as well as 24-hour operations for gasoline sales only, for the property located at 98 Bonita Road, within the C-N-P Neighborhood Commercial/Precise Plan zoning district; and, WHEREAS, the Environmental Review Coordinator has previously conducted an Initial Study (IS-95-25) of possible environmental impacts associated with the implementation of the project and issued a Mitigated Negative Declaration, and has prepared and recommends adoption of an Addendum to the Mitigated Negative Declaration issued on IS-95-25; and, WHEREAS, the Planning Director set the time and place for a hearing on said conditional use permit application and notice of said hearing, together with its purpose, was given by its publication in a newspaper of general circulation in the city and its mailing to property owners and residents within an area greater than 500 feet of the exterior boundaries of the property at least 20 days prior to the hearing; and, WHEREAS, the hearing was held at the time and place as advertised. namely December 13, 1995 at 7:00 p.m. in the Council Chambers. 276 Fourth Avenue. before the Planning Commission and said hearing was thereafter closed. NOW, THEREFORE, BE IT RESOLVED THAT THE PLANNING COMMISSION does hereby find, determine, resolve, and order as follows: I. Adoption of Mitigated Negative Declaration and Addendum. That the project. as mitigated, will have no significant environmental impacts and adopts the Mitigated Negative Declaration and Addendum issued on IS-95-25. II. CUP Findings. That the Commission makes the findings required by the City's rules and regulations for the issuance of conditional use permits, as hereinbelow set forth, and sets forth, thereunder, the evidentiary basis that permits the stated findings to be made. A. That the proposed use at the location is necessary or desirable to provide a service or facility which will contribute to the general well being of the neighborhood or the community. The proposed remodel and carwash will provide a convenient service to residents in the area as well as motorists in general by providing an accessible facility along a major thoroughfare. The 24-hour gasoline sales will likewise provide a convenience to residents in the area as well as to freeway travellers. B. That such use will not under the circumstances of the particular case, be detrimental to the health, safety or general welfare of persons residing or working in the vicinity or injurious to property or improvements in the vicinity. The proposed use, as conditioned, will not adversely affect on- or off-site circulation, and potential noise impacts are being mitigated through buffering. Therefore, neither the use. nor the 24-hour gasoline sales, will be detrimental to persons residing or working in the vicinity. C. That the proposed use will comply with the regulations and conditions specified in the code for such use. Compliance with all applicable codes, conditions, and requirements shall be required throughout the duration of this use. D. That the granting of this conditional use permit will not adversely affect the general plan of the City or the adopted plan of any government agency. The approval of this permit is consistent with City policies and the General Plan. III. TERMS OF GRANT OF PERMIT The Planning Commission hereby grants Conditional Use Permit PCC-96-04 subject to the following conditions: A. Carwash hours of operation shall be as proposed. 7:00 a.m. to 8:00 p.m. B. 24-hour operations are approved for gasoline sales only. C. A masonry wall shall be constructed at a height of 9.5 ft. high and extending 28 feet past the exit of the tunnel, along the southerly property line. A 7 ft. high masonry wall shall be constructed at the entrance of the tunnel along the southerly property line and extend east for 21 feet, in accordance with Exhibit "A", attached. The design of said walls shall be subject to review and approval by the Design Review Committee. D. The vacuum pumps shall be relocated out of the current planter location to the center of the north wall of the carwash structure. E. The project will be subject to all requirements and conditions of approval of the Design Review Committee (DRC-96-01). F. Detailed planting and irrigation plans are required to be submitted to the Planning Department for review and approval prior to the issuance of building permits. G. A Water Management Plan (per City Landscape Manual) is required to be submitted to the Planning Department for review and approval prior to the issuance of building permits. H. The southerly driveway on Bonita Glen Drive shall be replaced with curb, gutter, and sidewalk in compliance with the City's construction standards. I. A soils report shall be submitted for review and approval prior to the issuance of building permits. J. Prior to the issuance of building permits, the applicant shall enter into an agreement with the City, acceptable to the City Attorney, to repair any water damage to public improvements resulting from the operation of the car wash. K. The applicant shall incorporate a Storm Water Pollution Prevention Plan (SWPPP) into the Hazardous Materials Response Plan. L. The applicant shall contact the Police Department Crime Prevention Unit for a security evaluation of the site prior to occupancy. Employee training in emergency procedures shall be conducted to the satisfaction of the Police Department prior to occupancy. M. Removal or installation of any underground tanks requires Fire Department approval. N. One 40BC fire extinguisher is required for the pump islands, and one 2AlOBC fire extinguisher is required for the cashier area. The Public Works Department has advised that the following fees will be required in conjunction with the building permit: 1. Sewer Capacity charges for the carwash 2. Traffic Signal Fee based on increase in traffic generation for the carwash. IV. Additional Tenns and Provisions of Grant A. Comply with all City ordinances, standards, and policies except as otherwise provided in this Resolution. Any violation of City ordinances, standards, and policies, or any condition of approval of this Conditional Use Permit. or any provision of the Municipal Code, as detennined by the Director of Planning, shall be grounds for revocation or modification of this Conditional Use Permit by the City of Chula Vista. B. This approval shall be subject to any and all new, modified, or deleted conditions imposed after adoption of this resolution to advance a legitimate governmental interest related to health, safety or welfare which City shall impose after advance written notice to the grantee and after the City has given to the grantee the right to be heard with regard thereto. However, the City, in exercising this reserved right/condition, may not impose a substantial expense or deprive Grantee of a substantial revenue source which the Grantee can not, in the nonnal operation of the approval granted. be expected to economically recover. C. This conditional use pennit extension shall become void and ineffective if not utilized within one year from the effective date thereof, in accordance with Section 19.14.260 of the Municipal Code. V. EXECUTION AND RECORDATION OF RESOLUTION OF APPROVAL This document shall be recorded with the County Clerk of the County of San Diego. at the sole expense of the property owner andlor applicants, and a signed, stamped copy returned to the Planning Department. Failure to return a signed and stamped copy of this recorded document within thirty days of recordation to the Planning Department shall indicate the property owner's/applicants' desire that the project be held in abeyance without approval. VI. A COpy OF THIS RESOLUTION BE TRANSMITTED TO THE APPLICANT PASSED AND APPROVED BY THE PLANNING COMMISSION OF CHULA VISTA, CALIFORNIA. this 13th day of December by the following vote, to-wit: AYES: NOES: ABSENT: William C. Tuchscher II. Chair ATTEST: Nancy Ripley, Secretary m: \home \planning\patty\pee9604. per :!:: r" V> ~ '" t"1 :;') "" t'ti ;;; ). V> V> :::, ::2 ). ~ 0; V> t; n Po> ...... _. o ~ o .....,., CI1 m o >< ~ ::I: ~ - 0.. UI ~ ~ Po> . :::: )0 C/O . --- --~) ~ :2 ~..- \\ ( , )- - \ .;-1 .. ........- \ 1: r" '\,- \._\,,; .......l..,.;s. " , ~ ~ \ , 'j )' ,.\... 'V !h~ - I~" X',, 'lL II- , '.. IVJ\ .-,' I'l lJ ~ z en o ~ ::s Po ~ po - - ,,"--.J .' '-.r "'- "I' ~. '-.'- l' o (') ~ -J.' o' ::s -., .-- \ .,,).,.\ 9"'?"'.-" .~:..;~- ~ o ,.. J ~ ---r-':-- ,~.- ..........~' . ---~~~~ -?........ \......~ - .-r,' ).' , ; . , _.--'~ .' -- - . c ~- -- -- "~1:\ '!<: ;~%"" ,.J!... ,!-:l::~ ~a ! \~;" ( ;; ~ - .~."~ ~~ "''<J:.\~o9 ....--; ----- -- -- ,,- ----=:: . ---- ~ ,. ATTACHMENT 2 LOCATOR r / / J... I I , I / I . ~--,. 1 \ I .~- ,- 0( ... '" ;; - ~ - " \. ------- . CHULA VISTA PLANNING DEPARTMENT LOCATOR I'IOJECT UNOCAL PROJECT DESCRlI'I1C)N, C9 APl'UCANT: CONDITIONAL USE PERMIT PROJECT 98 Bonita R_d Request: Pennission 10 operate 0 24 hour service AOORESS: Station with gasoline sales, snack shop, and an SCAU:: FLE NUMBER, automatic corwash from 80m 10 8pm daily. NORTH 400' ATTACHMENT 3 PLANS ,} =-'....--- \ \! 1 \ \ I p<>- \ .-'" ill " II I ~ \~ , 1\ \Z q II ':>- I 1\ I , II , I , i.1 \ 1\. \ @ \ I .1 I . -\ . \ \ \ , \ \ I ; - I __ I ~I\ -- --- ~J: .'DI - ~ --:":;'\' :0 ~ ~.... ~I___ ! ';2J !o ,:>- 10 , I ... - ." ~ . <; Z [ ., " . ,. I~I I I II ~ I ~ '\ \ . !Iii !! . !! ; I i t ~ ~ i ; I "I .. 'I' 'I' _ I' : i pl. _ ..: 1/': .- q'i : II . . '!"I i I' , ! lIil!i ~~a iH11'; ~'I I : I. : Z!i 'I"" : ;. : : till ;. ! I : c ~! , . I: II i K ; i i~! : It , - - - - - - - -1". . " _ _ = _ _ i! -c i IIi.:! ,-' i ... . 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ATTACHMENT 5 ENVIRONMENTAL DOCUMENTS ADDENDUM TO MITIGATED NEGATIVE DECLARATION 18-95-25 PROJECT NAME: UNOCAL PROJECT LOCATION: 98 Bonita Road and Bonita Glen Drive PR0JECT APPLICANT: 1 )nocal PROJECT AGENT: Scott Peotter CASE NO.: IS-95-25 I. INTRODUCTION The environmental review procedures of the City of Chula Vista allow the Environmental Review Coordinator (ERC) to prepare an addendum to a Negative Declaration or Environmental Impact Report, if one of the following conditions is present: I. The minor changes in the project design which have occurred since completion of the Final EIR or Negative Declaration have not created any new significant environmental impacts not previously addressed in the Final EIR or Negative Declaration. 2. Additional or refined information available since completion of the Final EIR or Negative Declaration regarding the potential environmental impact of the project, or regarding the measures or alternatives available to mitigate potential environmental effects of the project, does not show that the project will have one or more significant impacts which were not previously addressed in the Final EIR or Negative Declaration. This addendum has been prepared in order to describe the minor changes in the project design which 'have occurred since the posting of the Mitigated Negative Declaration to provide specific measures to mitigate environmental effects of the project and provide additional information and analysis concerning public service impacts as a result of the applicants decision to change the project description. As a result of this analysis, the basic conclusions of the Mitigated Negative Declaration have not changed. Public service impacts are found to be less than significant for the proposed project. Therefore, in accordance with Section 15164 of the CEQA Guidelines, the City has prepared the following addendum to the Mitigated Negative Declaration for the IS-95-25. II, PROJECT DESCRIPTION The original project included; 6 mpd's (multi-purpose dispensers), a canopy, 3 auto service bays, restrooms, a Food Mart and a small office. Access was provided via two driveways on Bonita Road and two driveways on Bonita Glen Drive. The project included replacement of the existing Food Mart and auto service building with a new snackshop/cashier building and an express car wash. In addition to the 8 parking spaces provided at the fuel pump islands. 6 marked parking stalls will be provided on the site. The revised project excludes the snackshop. In addition to the 12 parking spaces provided at the fuel pump islands. 6 marked parking stalls will also be provided on the site, including I handicapped stall. In addition, the coin operated vacuums shall be located at the front of parking spaces #2 and #4. Access to the site will change slightly with the southernmost driveway on Bonita Glen Drive being closed to allow additional car wash queing. The other three driveways remain in their current locations. The revised project also incorporates a masonry tunnel wall. This wall will be located at the exit of the carwash tunnel. It shall be constructed at a height of9.5 feet and extend 28 feet past the exit of the tunnel (to the transfonner pad). At the entrance end of the tunnel, a soundwall of7 feet shall be constructed and extend east for 21 feet, around the west and south sides of the kiosk, and stop at the east edge of the kiosk. The walls should be constructed of masonry block. To remain consistent with the noise analysis (Noise Analysisfor the Unocal Car Wash in Chula Vis/a, November 6, 1995), the hours of operation should be restricted to 8 a.m. to 7 p.m. unless a noise analysis is submitted showing initial and continual compliance with noise confonnance standards. The discretionary actions include the approval by the Design Review Committee and a Conditional Use Pennit. III. PROJECT SETTING The project site is an existing 22,950 square foot. 24 hour Unocal gas station located on the comer of Bonita Road and Bonita Glen Drive. The site includes: an existing canopy with four mpd's and an existing service station building with lube bays. There are two access points on Bonita Road and two on Bonita Glen Drive. Two underground fuel storage tanks exist on the northeast portion of the site. Five parking spaces exist on site. The average graded slope of the site is 5 %. A Ramada Inn and a Chevron gas station are located across Bonita Road to the north. A Shell service station is located to the east across Bonita Glen Drive. A Liquor/Deli shop is located to the west of the site. To the south there are multi-family residences. IV. IDENTIFICATION OF ENVIRONMENTAL EFFECTS A. Public Services Impacts Fire . Fire extinguishers must be provided on-site. One 2A: 10BC extinguisher is required in the office space of the development and one 3A:60BC extinguisher is required at the fuel islands. . Removal or installation of any underground tanks requires a permit from the Fire Department. Traffic The revised traffic and circulation analysis carried out for the revised site plan indicates that any impacts will be at a level below significance. V, CONCLUSION Pursuant to Section 15164 of the State CEQA Guidelines and based upon the above discussion, I hereby find that the project revisions to the proposed project will result in only minor technical changes or additions which are necessary to make the Negative Declaration adequate under CEQA. ~*fdlr\LJ~) ENVIRO MENTAL REVIEW COORDINATOR REFERENCES City ofChula Vista Environmental Review Procedures Chula Vista General Plan (1989) and ElR (1989) Title 19, Chula Vista Municipal Code Noise Analysis for the Unocal Car Wash in Chula Vista (November 6, 1995) Revised Traffic and Circulation Analysis for Unocal Service Station (November 13. 1995) Mitigated Nega[,e Declaration- PROJECT NAME: UNOCAL SERVICE STATION-CARWASH PROJECT LOCATION: 98 Bonita Road and Bonita Glen Drive ASSESSOR'S PARCEL NO.: 570-131-05 PROJECT APPLICANT: Unocal CASE NO: IS-95-25 DATE: August 28. 1995 A. Proiect .Settin!! The project site is an existing 22,950 square foot, 24 hour Unocal gas station located on the corner of Bonita Road and Bonita Glen Drive. The site includes: an existing canopy with four mpd and an existing service station building with lube bays. There are two access points on Bonita Road and two on Bonita Glen Drive. Two underground fuel storage tanks exist on the northeast portion of the site. Five parking spaces exist on site. The average graded slope of the site is 5 %. A Ramada Inn and a Chevron gas station are located across Bonita Road to the north. A Shell service station is located to the east across Bonita Glen Drive. A LiquorlDeli shop is located to the west of the site. To the south there are multi- family residences. B. Proiect Descrivtion The original project included; 6 mpd's (multi-purpose dispensers), a canopy, 3 auto service bays, restrooms, a Food Mart and a small office. Access was provided via two driveways on Bonita Road and two driveways on' Bonita Glen Drive. The project included replacement of the existing Food Mart and auto service building with a new snackshop/cashier building and an express car wash. In addition to the 8 parking spaces provided at the fuel pump islands, 6 marked parking stalls will be provided on the site. The revised project excludes the snackshop. In addition to the 12 parking spaces provided at the fuel pump islands, 6 marked parking stalls will also be provided on the site, including I handicapped stall. Access to the site will change slightly with the southernmost driveway on Bonita Glen Drive being closed to allow additional car wash queing. The other three driveways remain in their current locations. The revised project also incorporates a masonry tunnel wall at the exit of the carwash tunnel. This wall should be 9.5 feet in height and extend 28 feet past the exit of the tunnel (to the transfonner pad). At the entrance end of the tunnel, a soundwall of 7 feet is recommended and should extend east for 21 feet and stop at the east edge of the kiosk. The walls should be constructed of masonry block. The discretionary actions include the approval by the Design Review Committee and a Conditional Use Penn it. city of chula vista planning department cm OF environmental review section CHUlA VISTA ~{~ -r- ~---....,;;: - - C. Compatibility with Zonin~ and Plans The current zoning on-site is COIllIllercial-Neighborhood (CN) and the site is designated COIllIllercial-Retail (CR). The proposed project is in compliance with the Zoning Ordinance and General Plan. D. Identification of Environmental Effects An Initial Study conducted by the City of Chula Vista (including an attached Environmental Checklist Form) determined that the proposed project will not have a significant environmental effect, and the preparation of an Environmental Impact Report will not be required. This Mitigated Negative Declaration has been prepared in accordance with Section 15070 of the State CEQA Guidelines. The following impacts have been determined to be less than significant. A discussion of each of these less than significant impacts from the proposed project follows. E. Miti"ation necessary to avoid si\:njficant effects There is multi-family residential located adjacent to the site on the southerly side which could be impacted by noise from the carwash. Therefore, prior to the issuance of a conditional use permit. proof of substantial conformance with the City's noise standards must be submitted. Further, the applicant must note that requirement on the site plans. Finally. continues compliance with the City's noise standards must be maintained. F. Consultation I. Individuals and Or\:anizations City of Chula Vista: Keith Barr, Planning Barbara Reid. Planning Roger Daoust, Engineering Cliff Swanson, Engineering Hal Rosenberg. Engineering Bob Sennett. Planning Ken Larsen, Director of Building & Housing Carol Gove, Fire Marshal Crime Prevention, Mary Jane Diosdada Marty Schmidt, Parks & Recreation Dept. Rich Rudolf, Assistant City Attorney Chula Vista City School District: Kate Shurson Sweetwater Union High School District: Tom Silva Applicant's Agent: V. Michael Fraire, Architect 2. Documents Chula Vista General Plan (1989) and E1R (1989) Title 19, Chula Vista Municipal Code Noise Analysis for the Unocal Carwash located at 5100 Katella Avenue, City of Los Alamitos Traffic Study conducted I7y KHR Associates in August of 1995 3. Initial Study This environmental determination is based on the attached Initial Study. any comments received on the Initial Study and any comments received during the public review period for this Mitigated Negative Declaration. The report reflects the independent judgement of the City of Chula Vista. Further jnformation regarding the environmental review of this project is available from the Chula Vista Planning Department. 276 Fourth Avenue, Chula Vista. CA 91910. ENVIRONMENTAL REVIEW COORDINATOR EN 6 (Rev. 5/93) M.l11ome\planning\outparcel(neg_dec) Page3 Case No. IS-95-25 ENVIRONMENTAL CHECKLIST FORM 1. Name of Proponent: Unocal 2. Lead Agency Name and Address: City ofChula Vista 276 Fourth A venue Chula Vista, CA 91910 3. Address and Phone Number of Proponent: 17777 Castleton City oflndustry, CA 4. Name of Proposal: Unocal Service Station-Carwash Addition 5. Date of Checklist: August 28, 1995 Comments: The proposed project is consistent with existing General Plan designations and zoning. The service station will not conflict with the environmental plans or policies adopted by the City (section 10 of General Plan). II. POPULATION AND HOUSING. Would the proposal: a) Cumulatively exceed official regional or local population projections? I. LAND USE AND PLANNING. Would the proposal: a) Conflict with general plan designation or zoning? b) Conflict with applicable environmental plans or policies adopted by agencies with jurisdiction over the project? c) Affect agricultural resources or operations (e.g., impacts to soils or fannlands. or impacts fi'om incompatible land uses)? d) Disrupt or divide the physical arrangement of an established community (including a low-income or minority community)? b) Induce substantial grow1h in an area either directly or indirectly (e.g., through projects in an undeveloped area or extension of major infrastructure)? c) Displace existing housing, especially affordable housing? Potentially Significant hnpact PoteotiaJly Significant Unless Mitigated No Impact Les!th.n Significant hnp.ct o o o 181 o o o 181 o o o 181 o o o 181 o o o 181 o o 181 o o o o 181 Comments: The project will not exceed grow1h forecasts, nor induce grow1h either locally or City-wide. The project site does not contain any existing housing. III. GEOPHYSICAL. Would the proposal result in or expose people to potential impacts involving: a) Unstable earth conditions or changes in geologic 0 0 0 181 substructures? b) Disruptions, displacements, compaction or 0 0 0 181 overcovering of the soil? c) Change in topography or ground surface relief 0 0 0 181 features? d) The destruction, covering or modification of any 0 0 0 181 unique geologic or physical features? e) Any increase in wind or water erosion of soils. 0 0 0 181 either on or off the site? WPC F:\HOME\PLANNINGISTORED\] 7] 8.94 Page 2 PoteDtiaJly PoteDtiaJly SillDifiuot Lealth.D Significant Unlesl SignificaDt N. Imp.",t Mitigllted Impllct Impllct f) Changes in deposition or erosion of beach sands. 0 0 0 181 or changes in siltation, deposition or erosion which may modify the channel of a river or stream or the bed of the ocean or any bay inlet or lake? g) Exposure of people or property to geologic 0 0 0 181 hazards such as earthquakes, landslides, mud slides, ground failure, or similar hazards? Comments: The proposed project will not have any geophysical impacts. IV, WATER. Would the proposal result in: a) Changes in absorption rates, drainage patterns. or 0 0 0 181 the rate and amount of surface runoff? b) Exposure of people or property to water related 0 0 0 181 hazards such as flooding or tidal waves? c) Discharge into surface waters or other alteration of 0 0 0 181 surface water quality (e.g., temperature, dissolved oxygen or turbidity)? d) Changes in the amount of surface water in any 0 0 0 181 water body? e) Changes in currents, or the course of direction of 0 0 0 181 water movements, in either marine or fresh waters? f) Change in the quantity of ground waters. either 0 0 0 181 through direct additions or withdrawals, or through interception of an aquifer by cuts or excavations? g) Altered direction or rate of flow of groundwater? 0 0 0 181 h) Impacts to groundwater quality? 0 0 0 181 i) Alterafions to the course or flow of flood waters? 0 0 0 181 j) Substantial reduction in the amount of water 0 0 0 181 otherwise available for public water supplies? Comments: Prior to the issuance of the building pennit a Stonn Water Pollution Prevention Plan (section 14.20.120 of the Chula Vista Municipal Code) must be incorporated into their Hazardous Materials Response Plan, which is required by chapter 6.95 of the California Health and Safety Code. WPC F:\HOME\PLANNING\STORED\1718,94 Page 3 Potenti.lly Potentially Sign;fiunt Lusth.n Signifiunt Unless Sigoific.nt No Imp.ct Ming.ted Imp.ct Imp.d V. AIR QUALITY. Would the proposal: a) Violate any air quality standard or contribute to an 0 0 0 181 existing or projected air quality violation? b) Expose sensitive receptors to ~ollutants? 0 0 0 181 c) Alter air movement, moisture, or temperature, or 0 0 0 181 cause any change in climate, either locally or regionally? d) Create objectionable odors? 0 0 0 181 e) Create a substantial increase in stationary or non- 0 0 0 181 stationary sources of air emissions or the deterioration of ambient air quality? Comments: The project will increase traffic levels in the project area by 40 Average Daily Trips (ADT). Vehicular emissions resulting from the project are not considered significant, either on an individual or cumulative basis. VI. TRANSPORT A TION/CIRCULATION. Would the proposal result in: a) Increased vehicle trips or traffic congestion? 0 0 181 0 b) Hazards to safety frol)! design features (e.g., sharp 0 0 0 181 curves or dangerous intersections) or incompatible uses (e.g.. farm equipment)? c) Inadequate emergency access or access to nearby 0 0 0 181 uses? d) Insufficient parking capacity on-site or off-site? 0 0 0 181 e) Hazards or barriers for pedestrians or bicyclists? 0 0 0 181 f) Conflicts with adopted policies supporting 0 0 0 181 alternative transportation (e.g. bus turnouts. bicycle racks)? g) Rail, waterborne or air traffic impacts? 0 0 0 181 h) A "large project" under the Congestion 0 0 0 181 Management Program? (An equivalent of2400 or more average daily vehicle trips or 200 or more peak-hour vehicle trips.) Comments: The proposed project will increase traffic generation from 1,200 ADT to 1,240 ADT. This increase in ADT is not considered significant. The level of service for both Bonita Glen Drive and Bonita Road in this area is LOS "A". The City's threshold states that traffic cannot exceed LOS "C". The proposed project is in compliance with this standard. WPC F:\HOME\PLANNING\STORED\1718.94 Page 4 PoteDti8:lly Potentially Significant Leslthan Significant Unless Significant N. Impact Mitigated Impa~t Impact VII. BIOLOGICAL RESOURCES. Would the proposal result in impacts to: a) Endangered, sensitive species, species of concern 0 0 0 181 or species that are candidates for listing? b) Locally designated species (e.g., heritage trees)? 0 0 0 181 c) Locally designated natural communities (e.g, oak 0 0 0 181 forest, coastal habitat, etc.)? d) Wetland habitat (e.g., marsh, riparian and vernal 0 0 0 181 pool)? e) Wildlife dispersal or migration corridors? 0 0 0 181 t) Affect regional habitat preservation planning 0 0 0 181 efforts? Comments: No impacts to biological resources will occur from the project. VIII. ENERGY AND MINERAL RESOURCES. Would the proposal: a) Contlict with adopted energy conservation plans? 0 0 0 181 b) Use non-renewable resources in a wasteful and 0 0 0 181 inefficient manner? c) If the site is designated for mineral resource 0 0 0 181 protection, will this project impact this protection? Comments: The project will not use excessive amounts of energy or adversely affect mineral resources. IX. HAZARDS. Would the proposal involve: a) A risk of accidental explosion or release of 0 0 0 181 hazardous substances (including, but not limited to: petroleum products, pesticides, chemicals or radiation)? b) Possible interference with an emergency response 0 0 0 181 plan or emergency evacuation plan? c) The creation of any health hazard or potential 0 0 0 181 health hazard? d) Exposure of people to existing sources of potential 0 0 0 181 health hazards? e) Increased fire hazard in areas with flammable 0 0 0 181 brush, grass. or trees? Comments: The applicant is required by chapter 6.95 of the California Health and Safety Code to implement a Hazardous Materials Response Plan. WPC F:IJIOME\PLANNTNG\STOREDlI718.94 Page 5 Potentially Potentially Significant Les!than Significant Vnles! Significant No Impact Mitigated Impact Impact X. NOISE. Would the proposal result in: a) Increases in existing noise ]evels? 0 0 181 0 b) Exposure of people to severe noise levels? 0 0 0 181 Comments: The applicant proposes to build a noise buffer wall at the southern edge of the site between the carwash and the multi-family residence. It is projected that with this improvement. the project will be in compliance with the Noise Ordinance. XI. PUBLIC SERVICES. Would the proposal have an effect upon, or result in a need for new or altered government services in any of the fallowing areas: a) Fire protection? 0 0 0 181 b) Police protection? 0 0 0 181 c) Schools? 0 0 0 181 d) Maintenance of public facilities, including roads? 0 0 0 181 e) Other governmental services? 0 0 0 181 Comments: No new governmental services would be required to serve the project. XII. Thresholds. Will the proposal adversely impact the City's Threshold Standards? o o o 181 As described below, the proposed project does not adversely impact any oflbe seen Threshold Standards. a) Fire/EMS The Threshold Standards requires that fire and medical units must be able to respond to calls within 7 minutes or less in 850/0 of the cases and within 5 minutes or less in 75% of the cases. The City of Chula Vista has indicated that this threshold standard will be met, since the nearest fire station is 2 miles away and would be associated with a 4 minute response time. The proposed project will comply with this Threshold Standard. Comments: The proposed project will not adversely impact the Fire/EMS Threshold Standards. b) Police The Threshold Standards require that police units must respond to 84% of Priority I calls within 7 minutes or less and maintain an average response time to all Priority I calls of 4.5 minutes or less. Police units must respond to 62.10% of Priority 2 calls within 7 minutes or less and maintain an average response time to all Priority 2 calls of 7 minutes or less. The proposed project will comply with this Threshold Standard. WPC F\HOME\PLANNfNG\STORED\1718. 94 Page 6 Potendllly Signiflunt Implct Potentillly Significlnt Vnles! Mitiglted Less thin Signifielnt Implct No Implct Comments: The Police Department has indicated that it will be able to provide an adequate level of service to this project. Prior to the issuance of a Building Penn it, the Police Department recommends that a security analysis be perfonned by crime prevention personnel. c) Traffic The Threshold Standards require that all intersections must operate at a Level of Service (LOS) "C" or better, with the exception that Level of Service (LOS) "D" may occur during the peak two hours of the day at signalized infersections. Intersections west ofl-805 are not to operate at a LOS below their 1987 LOS. No intersection may reach LOS "E" or "F" during the average weekday peak hour. Intersections of arterials with freeway ramps are exempted from this Standard. The proposed project will comply with this Threshold Standard. Comments: Traffic generation will increase from 1,200 ADT to 1.240 ADT representing an increase of 40 ADT. The intersection of Bonita Glen Drive and Bonita Road will remain at an LOS "A". The proposed project is adequate to serve the customers needs. d) ParksIRecreation The Threshold Standard for Parks and Recreation is 3 acres/1 ,000 population. The proposed project will comply with this Threshold Standard. Comments: The project will not create any new demand for park or recreation facilities or services. e) Drainage The Threshold Standards require that stonn water flows and volumes not exceed City Engineering Standards. Individual projects will provide necessary improvements consistent with the Drainage Master Plan(s) and City Engineering Standards. The proposed project will comply with this Threshold Standard. Comments: This site contains adequate drainage facilities to serve the project. The existing on-site drainage facilities are located on Bonita Road and Bonita Glen Drive. An off-site drainage facility is a curb inlet at the southeast comer of Bonita Road and Bonita Glen Drive. f) Sewer The Threshold Standards require that sewage flows and volumes not exceed City Engineering Standards. Individual projects will provide necessary improvements consistent with Sewer Master Plan(s) and City Engineering Standards. The proposed project will comply with this Threshold Standard. Comments: The existing sewer line is adequate to serve the project. The City's threshold standard will not be adversely affected by this project. WPC F\HOME\PLANNINGISTORED\J718.94 Page 7 Potentially Significant Impact Potentially Significant Unlen Mitigated Less than Significant Impact No Impact g) Water The Threshold Standards require that adequate storage, treatment, and transmission facilities are constructed concurrently with planned growth and that water quality standards are not jeopardized during growth and construction. The proposed project will comply with this Threshold Standard. Applicants may also be required to participate in whatever water conservation or fee off-set program the City of Chula Vista has in effect at the time of building permit issuance. Comments: The proposed project is in compliance with the City's threshold standards. The site has adequate storage and transmission facilities and fherefore will not jeopardize future growth plans. XIII. UTILITIES AND SERVICE SYSTEMS. Would the proposal result in a need for new systems, or substantial alterations to the following utilities: a) Power or natural gas? 0 0 0 181 b) Communications systems? 0 0 0 181 c) Local or regional water treatment or distribution 0 0 0 181 facilities? d) Sewer or septic tanks? 0 0 0 181 e) Storm water drainage? 0 0 0 181 f) Solid waste disposal? 0 0 0 181 Comments: Extension of facilities to serve the project will not be required. The existing services are adequate. XIV. AESTHETICS. Would the proposal: a) Obstruct any scenic vista or view open to the public or will the proposal result in the creation of an aesthetically offensive site open to public view? b) Cause the destruction or modification of a scenic route? o o o 181 o o o 181 c) Have a demonstrable negative aesthetic effect? o o o 181 d) Create added light or glare sources that could increase the level of sky glow in an area or cause this project to fail to comply with Section 19.66.100 of the Chula Vista Municipal Code, Title 19? o o 181 o e) Result in an additional amount of spill light? o o 181 o WPC F:IJ-IOME\PLANNING\STORED\1718.94 Page 8 Potentially Significant Impa(t Potentially Significant Unless Mitigated N. Impact Lessthlln Significllnt Impact Comments: The project area already has a significant amount of light. To the south of the project site there exists multifamily dwellings that may be impacted by the spill light, although to a less than significant level. XV. CULTURAL RESOURCES. Would the proposal: a) Will the proposal result in the alteration of or the destruction or a prehistoric or historic archaeological site? b) Will the proposal result in adverse physical or aesthetic effects to a prehistoric or historic building, structure or object? c) Does the proposal have the potential to cause a physical change which would affect unique ethnic cultural values? d) Will the proposal restrict existing religious or sacred uses within the potential impact area? e) Is the area identified on the City's General Plan EIR as an area of high potential for archeological resources? o o o 181 o o o 181 o o o 181 o o o 181 o o o 181 Comments: The site is not in an area of high potential for archeological resources. This site has been disturbed as a result of the existence of the current building. The proposal will not have any negative impacts on archeological resources. XVI. PALEONTOLOGICAL RESOURCES. Will the proposal result in the alteration of or the destruction of paleontological resources? Comments: Due to the fact that the site has previously been disturbed and is not located in an area of high potential paleontological resources as identified by the City's General Plan EIR, no negative impacts will occur as a result of this project. o o o 181 XVII. RECREATION. Would the proposal: a) Increase the demand for neighborhood or regional 0 0 0 181 parks or other recreational facilities? b) Affect existing recreational opportunities? 0 0 0 181 c) Interfere with recreation parks & recreation plans 0 0 0 181 or programs? Comments: The project would not create any new demand for parks or recreation facilities, nor would it impact any existing park/recreation plans. WPC F:\HOME\PLANNINGISTOREDI 171 1:\.94 Page 9 XVIII. MANDATORY FINDINGS OF SIGNIFICANCE: See Negative Declaration for mandatory findings of significance. If an EIR is needed, this section should be completed. a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self- sustaining levels, 1hreaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods or California history or prehistory? Comments: The site is already developed as a gas station. The project which id proposed is an expansion of the existing service station. This project would not degrade the environment or substantially affect any biological habitats or cultural resources. b) Does the project have the potential to achieve short-tenn, to the disadvantage of long-tenn, environmental goals? Comments: No additional previously ungraded areas will be graded as a result ofthe project. There are no significant impacts. With the requirement that all of the City's standards and regulations be met, the project does not have the potential to achieve short-tenn goals to the disadvantage of long-tenn environmental goals. c) Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects. the effects of other current projects. and the effects of probable future projects.) Comments: All impacts, both individual and cumulative have been found to be less than significant, as a result of the applicant's compliance with the City's Code requirements. City facilifies are adequate to serve the proposed project and no new facilities will be required. The project does not have the potential for individually limited effects being cumulatively considerable. d) Does the project have environmental effect which will cause substantial adverse effects on human beings. either directly or indirectly? Comments: The project is not sufficient in size or nature to cause any such impacts. Potentially Significant Impact Potentially Significant Unleu Mitigated N, Impact Les! than Significant Impact o o o 181 o o o 181 o o o 181 o o o ~ WPC F:\HOME\PLANNING\STORED\1718.94 Page 10 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" or "Potentially Significant Unless Mitigated," as indicated by the checklist on the following pages. 0 Land Use and Planning III Transportation/Circulation 0 Public Services 0 Population and Housing 0 Biological Resources 0 Utilities and Service Systems 0 Geophysical 0 Energy and Mineral Resources 0 Aesthetics 0 Water 0 Hazards 0 Cultural Resources 0 Air Quality III Noise 0 Recreation 0 Mandatory Findings of Significance DETERMINA nON: On the basis of this initial evaluation: I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. o I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described on an attached sheet have been added to the project. A MITIGATED NEGA nVE DECLARA nON will be prepared. I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. III o I find that the proposed project MAY have a significant effect(s) on the environment, but at least one effect: 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets, if the effect is a "potentially significant impacts" or "potentially significant unless mitigated." An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. o . ~ -1 Ilk! (let 0 fe lei) SIgnature Aq<.Jsf .,.t1S', /Q'15 Date Environmental Review Coordinator City of Chula Vista Page 11 WPC F:\HOME\PLANNINGISTORED\1718.94 APPLICATION CANNOT L.. ACCEPTED UNLESS SITE . PLAN IS FOLDED TO m INTO AN 8-1/2 X II FOLDER A. BACKGROUND 1. Project Title WQ~'- CJ.I1JLA VI~T6< 2. Project Location (Street address or description) ..!1fL~IV6-. ~ .4I1? 8A\$I'~ ~~ ~I'/E. rJ.lu,^ I/'Gr~ Assessors Book, Page & Parcel No. 1)10" 10'00 3. Brief ProjeC1 Description ~. ~Ol;rnf)f..! a:- f:X.I~'T1~ ~a: .;T'ATIt'lJ,j J~.,'\~\o1 ~ . ~IW-l j::.~~ flAp... ~ ~:?~ "7.1":' 9WAt- 91Fjf" U717tT\olot ~ 'Z. t-Il"t> ~~1iJq .,. tJlP17 4. Name of Applicant l)\.!Q(lAL- Address 11111 (1~_~ Fax#~hone~~)~'~~ City rJf1' OF- '\JDII~ State CI><' Zip 5. Name of Preparer/Agent Gm1j ~p Address 11!:110 VcH ~~ f<vr:e.. Fax# (114)$~-~ Phone tll4)QOO -11/1 City ~~ State C/>c Zip Relation to Applicant ~;~1::t,,\ ..~~ 6. Indicate all pennits or approvals and enclosures or documents required by the Environmental Review Coordinator. ,.., INITIAL STUDY For Office Use Only Case No. ]S- ~~ 'DpsL AmnL I"''','. Receipt No, (? Date Rcc'd. Accepted by Projcct No. FA- C?~ DpsL No. DO-/~f CIPNo. - ' Related Case No. City of Chula Vista Application Fonn a. Permits or approvals required. Gencral Plan Amendment Rezone/Prezone _ Grading Permit _ Tentative Parcel Map Sitc Plan & Arch. Review _ Special Use Pennit ....... -A ~sign Review Application _ Tentative Subd. Map _ Redevelopment Agency OPA _ Redevelopment Agency DDA _ Public Project Annexation _ Specific Plan ..& Conditional Use Permit Variance _ Coastal Development Other Pennit If project is a General Plan Amendmeni and/or rezone, please indicate the change in designation from to b. Enclosures or documents (as required by the Environmental Review Coordinator). - _ Grading Plan Parcel Map =x::: Precise Plan _ Specific Plan _ Traffic Impact Repon Hazardous Waste Assessment Arch. Elevations = Landscape Plans _ Tentative Subd. Map _ Improvement Plans _ Soils Report _ Gcotechnical Rcport _ Hydrological Study _ Biological Study _ Archaeological Study Noise Assessment = Othcr Agency Pcnnit Olher ..... Page 1 WPC:F:\HOME\PLANNING\STOREIN021-A.93 (Ref. 1020.93) (Ref. 1012.93) 7. Indicate other appucations for pennits or approvals that are acing submitted at this time. a. Permits or approvals required. General Plan Amendment _ Rezone/Prezone _ Grading Permit _ Tentative Parcel Map _ Site Plan & Arch. Review _ Special Use Permit _ Design Review Applieation _ Tentative Sub<!. Map _ Redevelopment Agency OPA _ Redevelopment Agency DDA _ Public Project Annexation _ Specifie Plan _ Conditional Use Permit _Variance _ Coastal Development Other Permit B. PROPOSED PROJECT 1. a. Land Area: square footage '2.'2.! q '7n .,. 1"'. or acreage If land area to be dedicated. state acreage and purpose. 7' b. Does the project involve the construction of new buildings, or will existing structUre be utili2ed? ~'f1~Of C,)<L.IDF"1' WIU- ~ MO~I'\I:W "0 .~.J)UiAO~""~ C I tho ~ ~~~. FUI'!P? d omp ete IS secu0I1lf project IS resIdential or mlxe use. a. Type of development:_ Single Family _ Two Family _ Multi Family Townhouse Condominiwn b. Total number of structures c. Maximum height of structures d. Number of Units: I bedroom 2 bedroom 3 bedroom 4 bedroom Total Units e. Gross density (DU/total acres) f. Net density (DU/total acres minus any dedication) g. Estimated project population h. Estimated sale or rental price range i. Square footage of structure j. Percent of lot coverage by buildings or structures k. Number of on-site parking spaces to be provided 1. Percent of site in road and paved surface 3. Complete this section if project is commercial or industrial or mixed use. a. Type(s) of land use 0t4r b, Floor area \ 151~. Height of structures(s) ~ c. . Type of construction used in the structure ~ - WFCF,~IOME\Pl.ANNlNG'STOREI7II02I.A.93IRer. 1020.93) (Ref. 1022.93) Page 2 d. Describe 'uajor access points to the strucnm:s and the orientation to adjoining propcrties and streets J';O.ltr.A. j<:.~ Jo<N~IT.k ~~tL~ e. Number of on-site parking spaces provided 6 f. Estimated number of employees per shift '.2 Number of shifts J-~ - ~ ~1\,,"Tota1 ~ ~I~ g. Estimated number of customers (pcr day) and basis of estimate ~!~ k. I. Estimated number of deliveries pcr day ~~ / t7Ai I Estimated range of service area and basis of estimate ? ~ILtO fADlUC, Type/extent of opcrations not in enclosed buildings ~\\..I!:!.~ Hours of operation ,j7~ 111 ~~ t'Vt... ~ , 21- H~ GtA7 Type of exterior lighting .11f11>d - I-I'(LI~ h. I. j. f If project is other than residential. commercial or industrial complete this section. a. Type of project b. Type of facilities provided c. Square feet of enclosed structures d. Height of structure(s) - maximum e. Ultimate occupancy load of project f. Number of on-site parking spaces to be provided g. Square feet of road and paved surfaces h. Additional project characteristics C. PROJECT CHARACTERISTICS 1. Will the project be required to obtain a permit through the Air Pollution Control District (APeD)? _~\O WPC,F,~IOMEI!'LANNIN=r0RErN021.....93 (Rof. 1020.93) (R,f. 1022.93) Page 3 i"JA 2. Is any type of graaing or excavation of the property anticipated? ~ If yes. complete the following: a. Excluding trenches to be backfilled. how many cubic yards of earth will be excavated? b. How many cubic yards of fill will be placed? '50 r1J&lr", ~17 c. How much area (sq. ft. or acres) will be graded? ~1-I"2e C;\TI! 10 ~ ~~ d. What will be the: Maximum depth of cut _1-1- 1M , Average depth of cut Maximum depth of f1ll Average depth of fill 3. Describe all energy consuming devices which are part of the proposed project and the type of energy used (air conditioning. electrical appliance. heating equipment. etc.) AJ~ c..QNI?i1\GNII-I'1 (1H-- ~ ~h))l'M~ 4. Indicate the amount of natural open space that is part of the project (sq. ft. or acres) 5. If the projeC1 will result in any employment opportunities describe'the nature and type of these jobs. ~I;S~ ~ (lJo<tz- v-W1r\ ~ 9..L6Q(. <:7\1op ~I~ .4lt7 AI-1 ~'3~'" 6. Will highly flammable or potentially explosive materials or substances be used or stored within the projeC1 site? t-1/k . 7. How many estimated automobile nips. per day. will be generated by the project? .1-101' .61"PU~E., ~;($t.I~ <?ISIz:VIr~""::. -rO 1:;;)(IG5\J14~ ('AI!>le~ 8. Describe (if any) off-site improvements necessary to implement the project. and their points of access or cOMection to the project site. Improvements include but not limited to the following: new streets; street widening; extension of gas. electric. and sewer lines; cut and fill slopes; and pedestrian and bicycle facilities. ~~. ~1'E- IM~E.IJT~ ~ C~i..--.lli-:PI)()e, ~ If\~- ~\S"\.I~ ~ICI!; *t\e~ Page 4 WPC,F,IIIOME\P!.ANNINGlSTOREIN02l.A.93 CRor. IO:W.93) CR.f, 1022.93) D. DESCRIPTION OF EN\- ,,{ONMENT AL SETTING 1. Geology Has a geology study been conducted on the property? /0.10 (If yes, please attach) Has a soils report on the project site been made? -1:lo (If yes, please attach) 2. Hydrology Are any of the following features present on or adjacent to the site? to! 0 (If yes, explain in detail.) a. Is there any surface eyidence of a shallow ground water table? b. Are there any watercourses or drainage improvements on or adjacent to the site? c. Does runoff from the project site drain directly in to or toward a domestic water supply, lake. reservoir or bay? d. Could drainage from the site cause erosion or siltation to adjacent areas? e. Describe all drainage facilities to be provided and their location. 3. Noise a. Are there any noise sources in the project vicinity which may impact the project site? \..10 b. Will noise from the project impact any sensitive receptors (hospitals, schools, single- familyresidences)?~ ~ ~I~ I~ A. t;;~_ .~.~~ Jk~ MAc+-\11o.I~ "'V ~t:}~ 1?J:St1UC1I().!<; t.A~""t-A t3U''-1 I~O ~Ct.O~~. 4. Biolol!:Y a. Does the site involve any Coastal Sage Scrub vegetation? l:I1) b. Is the project site in a natural or partially natural state? }3 0 c. If yes, has a biological survey been conducted on the property? Yes No)( (Please attach a copy.) d. Describe all trees and vegetation on the site. Indicate location, height, diameter, and species of trees, and which (if any) will be removed by the project. !:Ilk t wpc,J',\HOMElPLANNlNGlSTOIWN02IoA.93 (Ref. 1020.93) (R.f. 1022.93) P.ge S 5. Past Use of the Land a. Axe there any known historical or archeological resources located on or near the project site? ..tlo b. Axe there any known paleontological resources? J::J D c. Have there been any hazardous materials disposed of or stored on or near the project site? No d. What was the land previously used for? ~:v'Ic.e ~eiJ 6. Current Land Use a. Describe all structures and land uses currently existing on the project site. ~I~ ~1\Q..I ~~ ~1'c.? ~17 4- AM t!ZJ'~? Describe all structures and land uses currently existing on adjacent property. North S&f.,:.J:J - 9Jf::(A/\CE ~1JQjJ j ~.... ~T South ~p .~ (,{)Urt,..~ East C6 _ ~Iu:'. ~A:{J~,t..lN)..f..IT I ~ ~ West ~ I~ - ~I,;. C~p b. 7. Social a. b. Axe there any residents on site? .lIo If so, how many? Are there any current employment opportunities on site? JjMI1'E:V If so, how many and what type? (lP6rI'~p.. ~ t;A"1>UHIS- ~~~ ~ 8. Please provide any other information which may assist in the evaluation of the proposed project. ""- .-. - WPC,F,'lli)MNLANNlNOISTOIlEIN021.A.93 (ReI. 1020.93) (Re!. 1022.93) Page 6 ,--- '- E. CERTIFICATION I. as owner/owner in escrow. Print name or I. consultant or agent. S"1'JTT ~'fn::~ ~,.. ~~~ Print name HEREBY AFFIRM. that to the best of my belief. the statements and information herein contained are in all respects true and correct and that all known information concerning the project and its setting has been included in this application for an Initial Study of possible environmental impact and any enclosures for attachments thereto. Owner/Owner in Escrow Signature 4. ZOo 't~ Date .If acting for a corporation. include capacity and company name. WPCao,\HQMlN'UNNlNGISI'OREIN021.A.93 (Ref. 1020.93) (Ref. 1022.93) Page 7 THE CITY OF CHULA VISTA DISCLOSURE STATEMENT .- Statement of disclosure of cenain ownership interests, payments. or campaign eontributions, on all matters which will require diseretionary action on the pan of the City Council, Planning Commission. and all other offieial bodies. The following information must be disclosed: 1. List the names of all persons have a fmaneial interest in the. contraet. Le., contractor. subcontractor. material supplier. N~~l; 2. If any person identified pursuant to (I) above is a corporation or pannership, list the names of all individuals owning more than 10 % of the shares in the corporation or owning any partnership interest in the partnership. I'l,~& 3. If any person identified pursuant to (I) above is non-profit organization or a trust, list the names of any person serving as director of the non-profit organization or as trustee or beneficiary or trustee of the trust. 1-1 /.6< 4. Have you had more than S250 wonh of business transaeted with any member of the City staff, Boards, Commissions. Committees and Council within the past twelve months? w/,6" . 5. Please identify each and every person, including any agents. employees, consultants or independent contractors who you have assigned to represent you before the City in this matter. f>.... c. ~~rn. A \ t>< 'f\OlM~ ~ ~III<R. 6. Have you and/or your officers or agents, in the aggregate, contributed more than Sl,ooo to a Council member in the current or preeeding eleetion period? Yes [ ] No ~ If yes, state which Council member(s): . Person is defmed as: . Any iDdividual. finn. co-panncrship. joint vcnture. usociation. social club. traremaJ OfJanizatiOD. corpontion. estate. trust, reuiver, syndicate. Ibis and Iny other county. tiC)' and county. city. municipality, disaic: er political subdivision. or any other IrouP or combination actin. as I unit.. . Date: f. ZD,'t 5 (Non:: Aaacb lddilioDal pages IS MCCssary) \0-:, i _.~ 5'a:rn rP60TT~ ) ut->oU<<- Print or type name of contractor/applicant Page 11 WPC,F,IHOMElPLANNINGISTOREDII02I-A.91R<r. 1020.93)(Rcf. 1022.9)) ,- Case No. IS-95-25 APPENDIX m CITY DATA SHEET PLANNING DEPARTMENT I. Current Zonin~ on site: CNP- Retail North CVP South R3-D East CCP West RI-15 Does the project conform to the current zoning? YES II. General Plan land use designation on site: VISITOR RETAIL HIGH North VISITOR South LOW East LOW-MEDIUM West OPEN SPACE Is the project compatible with the General Plan Land Use Diagram? YES Is the project area designated for conservation or open space or adjacent to an area so designated? NO Is the project located adjacent to any scenic routes? NO (If yes, describe the design techniques being used to protect or enhance the scenic quality of the route). N/A III. Schools If the proposed project is residential, please complete the following: N/ A School Caoacitv Enrol1ment Units prooosed Generating Factors Students Generated From Proiect Elementary Junior High Senior High .30 .29 .10 IV. Remarks: N/A WPC:F:\HOME\PLANNING\STORED\1022.93 (Ref. 1021.93) (Ref. 1020.93) Page 1 REVISED ROUTING FORM DATE: November 10, 1995 TO: Ken Larson, Building & Housing John Lippitt, Engineering (EIR only) Cliff SWanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) * Roger Daoust, Engineering (IS/3, EIR/2) Anne Moore, Asst city Attorney (Draft Neg Dee & EIR) Carol Gove, Fire Department Marty Schmidt, Parks & Recreation Crime Prevention, police Department (M.J. Diosdado) community Development, Redev. Economic Dev. only Michael Meacham, Conservation Coordinator Current Planning Duane Bazzel, Advance Planning Garry williams, Landscape Planner Bob Leiter, Planning Director Chula vista Elementary School District, Kate shurson sweetwater Union H.S. District, Tom silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Doug Reid (Community Development Projects) Other FROM: Barbara Reid Environmental section SUBJECT: Application for Initial study (IS-95-25/FA-673/DQ-~) Checkprint Draft EIR (20 days) (EIR-____/FB-----/DQ ) Review of a Draft EIR (EIR- _/FB- _/DP ) Review of Environmental Review Record (FC-_ERR-_) Review of Draft Neg Dec (IS- /FA- /DQ- ) The Project consists of: Demolition of existing service station building. construction of new express 1,579 s.f. car wash. Addition of two gasoline dispensers to the existing 4 dispensers. Location: 98 Bonita Road Please review the document and forward to me any comments you have by 11/24/95 . Comments: ~cl~~i~I~Bill'~~~illllilllll~ilic~IIB#-~;;!~';!!~i~D J....:b~ ,P<-~ oJ.... ,i.<~ ~ ~ 1.2r'l" ;C g ~. tfl,A 0{ "/,r:,f'rr, ~~... I'~VJ A4 ~...~ 0 7<<t;;~ ~ ~ /,;2. ~'1:;- ,.;J.e..- Y5-(.Z[ Case No. ~s-q5-Z5 INTERDEPARTMENTAL COMMENT SHEETS ENGINEERING DIVISION A. y~. /1fE. 1"/8B Ft;MA MM"$ (#Jt>/CA'rE. 719<r 'n/oE; Ae'4:>.:n::c--r p~ IG Wf71htJ"fflE. fOC-YEN- Fc.ct>t>- ~5~~~ Pt.A!N. H6w~, 7HE. Irf/I"fY CItCI'S OF ~tJ~U!'- h.Jl> . CIt<-'TJIWJ~ ~~n:I:> IMIf/i!VEMEIJ'/"S.1t> TffE.SWD:I Is the project site within a flood plain'! ~ IZI~~ ~ ~ If so, stale which. FEMA Floodway Fr~~tnlrm'~ . D , ftJ ~"'" - c.~ 50s Jcf2,ovE CMv.M"'.1'r' . ~ Set.. ~k..!o PA~). What is the location and description of existing on-site drainage facilities'! Sv~E.. R.6W 1. Drainaee B. Tl> ~'-nI- ,~ h,Jl:> ~~II~ a~.-J. 1>'1!J~. C, Nt they ad~uate to serve the project'! VIE'!;. If not. please explain briefly. 'if,.!,.. D. What is the location and description of existing off-site drainage facilities?C....u 1/>.1, -- t6ir THE- E. L ,-. .j- ~ ~ 1.;2. tV'-' D. Transt)ol1ation fJ;fj....y.;J-.- i "f,.,ltr ~~~ 18601 .~ /" ' f.-A. What roads provide primary access to the project'! EbIJ 17;1.. ~ - tiJ)JQi'C>> ~ '7: (~I c ( ~ b 0 ft.';'5/Jey \ / I ' . ., B. What is the estimated number of one-way auto trips to be generated by the projeC1 (per day)? , AZD A-r::rr Mtoll?r: -r1hI"J E1(IST"tf>.l.C~~ (}I;E(i. ~ ~~L-) ,_ 1{>.I......../...?fZQ{bJef) /,zl'vMf'J,y,rr::::I?6v ~~.,j~~ r:"'-rv~~ ~"r_r.J)l'r}-- 1rtPc;;. t;."..... r" fl c. What are the Average Daily Traffic (A.D.T.) volumes on the primary access roads before and r fXl2..t I after projeC1 completion? €XIJ1'lIoJ6 utC Ex *" :::-. if f;2..oo -..tr.rr- f 13/1( r 1$'0 ~_.d~ 7'", I'V Street Name Before . After .. ~ -f~.s Go. /'., &..L~ p-..r. ~/.2~ 3?~-.3.L' ~.'Y kb .:- <><00 . 3/ 0 <;'?~E;a~ !)....~ .... ~/_ "!s-.u ,., I/O -, ~ ~~ .........-: /$ 'I ~ """ ~ I. ~'I..; .J~'<e~..rJ'~..,..-ti;7660" ,f v~~"'" 7'; C>ov ' p~ ~ ~(.. AtJA1-ysr> . '(.tr "'/u' A.J_ ~ Wl'CoF,~"'lNG\STORWIl0:2.93 (RI!. 1021.93) (Rd. 1021).93) (:<21>.::./,:). Do any of these volumes exceed the City's Level-of-Service (L.O.S.) "C" design ADT volume'! If yes, please specify. I- ...;::- &/.EAL /..t>s. 1teJ:,p fZ) eew,"I;IA. ~ Ao.tt:> AN I~ ~ Paae 2 J::IriIlE. . .5e~ /'-lr VfSIO~ bur: To 1;;"'f'(//'oI.f.s. 9 J. .s2 .t>".,or ~~.J - T ~_ ~ h t I J 1_ , Q \oJ''''' .~ 1::7 -0'::'- ( Case No.IS...qS-25 If the A.D.T. or L.a.S. "C" design volume is unknown or not applicable. explain briefly. i55 tI _ D. AIe the primary access roads adequate to serve the project? vlJl&'_,., .nb, ".4J'''- C;:~o.r. SIf <D({(t:;;"' If not. please explain ~;? ~~, "'J'~"'''''''TZ> --,~ ~ -rt2AR=lr. ~C>~ If. \",( See . CcT-J:< jH1- J -I ;>e~ _r-": E:VEJ,.-F'- \\ \ \"\ E.' woUld the pro ect create unacceptable Levels ot Service or in the vicinity of the project site? v. ~~ If so. identify: ~~;~I:~iV~~~.S;J:~;:,=:;~:$:~~~a; F~ Is the proposed project a "large project . under the Congestion Management Program? An r>~. equivalent of 2400 or more average daily vehicle trips or 200 or more peak-hour vehicle trips). If yes. a Traffic Impact Analysis (TlA) will be required. In this case the TIA will have to demonstrate that the project will not create an unmitigatable adverse impact. or that all reJated traffic impacts are not mitigated to a level of non-significance. Yes >< No F. The following questions apply if a Traffic Impact Analysis is not required. G. Is traffic mitigation required to reduce traffic impacts that will result from implementation of the proposed project? Yes >< No If yes;/C/ deS~ ~({ i;3;:;:-~;!;I6;;:V '~;7 . . H. Is the project con~istent Ith the criteria established in the City's Transponation Phasing Plan. General Plan Traffic Element. and all other pertinent ~c stI1dies'1 Please reference any other traffic impact studies for roadway segments' that may be impacted by the proposed project. YEf.. Is a traffic study required? )( Yes Is there any dedication required?..J ,.'15 '6);1/>'/ . ""'" If so. please specify. t-~ IA No I. J. 'IZf"" 'f;:?~~A.#r"('-""." T&., r Ie..- !'),....Dr. NO Plie3 WPCJ',~'lNGlSTOR.EINOn9) (1101. 10ZI.U) (Rd. 10:10.9)) tJO YS~21 Case No. I5-er5-'Z.!> K. Is there any street widening required? u"'fC #~h~' ~ ., 't'C-A.. ._'-J7~ By ,~/~ g, rA,,'I- If so, please specify. N IA . L. AIe there any other street improvements required? UNKAlI'>WAf. 7r; BE.. PE-T'F2I"1/fJE%> BY If so. please specify the general nature of the necessary improvements. 71ZAFFtc. gn) rI{. ~'cJd.Jr W(~ l!:F' ~P'~UIP~ ~ IMA r:~e-~""'" 1 IMDr)"'~~Mt:JJT<.. /T:>if:"JJr7t::/I='Y":J IN ~"rrlL. ~y ~ M""""~ ~~ IM~ m. Soils Will the project and related public improvements provide satisfactory traffic service for existing conditions and future buildout General Plan conditions? (Please provide a brief explanation). €.JC IST7I.1~ C61Jt:n'T"7r>Ll S..... VE~_ 1:=tY1Vu.. Bul'~~"" &;F?-Al~I!J~ 'PG.tIdJ "-u%>rT7OA1S ~YE:~. , A. B. C. AIe there any anticipated adverse geotechnical conditions on the projec1 site? UNK.lJtJwN. If yes. specify these conditions. #J/A. Is a Soils Repon necessary? YE<; Z>f2I~ "'Tb -rJk. I~~C~.....V~ OF tSRkb/Al' MJO/O(fl.. , , Bvt,,-ptlo./& ~'T'S. IV. Land Form A. What is the average~~slope of the site? 5~ B. What is the maximum~&!;fll slop~ of the site? 5 ~ V. VI. Noise ATe there any traffic-related noise levels impacting the site that are significant enough to justify that a noise anaJysis be required of the applicant? ~. f./r;,WF!.WJ2. ^,"t~ I:eil.l~AJn::~ PN~ ~&#. WI6i+ MAy /MP,4Cr Sl.tp"'''tJND/~ tMib US!...... ~, APPl.(~.M/rY 1J5ED T'C> 'PttV~ A No(SE AN4L-'5(:>. Waste GeneratIOn How much solid and liquid (sewer) waste will be generated IIy the proposed project per day? Solid UIJt:JJlJk/Af. ,AJeU&J; 'G/~1Jr J"'~iYJ P1lL::.VJbt;Z>. Liquid (,1/M5 ~Lbfol5jr),l..V&.SF'CD1 )~. Wf'GH EKCEEtS~ ,iI. :z:J-'c'h What is'the location and size of existing s~wer ~ s 6b3lr~~S t~ifef' A 'f II~P S~lJI"'--"'- LtAlI!E. 1M ~ r-r.. 9~ wJJ..1d1 t=l..bW~ E:A~M2D. vse:. Are they adequate to serve the proposed project? (If no, please explain) :tf=.!!;. PIi. 4 "'1'C,F,~'NINV\STOREINO~93 (1101. 1021.93) (IW. I02D.93) YS-'2 ( Case No. IS-Q5-,?,/t; VD. Nationa1 Pol1utant Dischanze Elimination Svstem (NPDES) Stonnwater Reauirements Will the applicant be required to me a Notice of Intent with the State Water Resources Control Board for coverage under an NPDES Stonnwaler Pennit? No, If yes, specify which NPDES pennit(s) IIId explain why III NPDES permit is required. "(/-" . Will a Stonn Water Pollution Prevention Plan (SWPPP) be required for the proposed project? X Yes No Additional comments PlEL 5E.C.-noN /t!, '//).I2L;) 61' -rJHE. CIIoU. V~ MU"'It:,'~4l- c...PEJ A-PPL/GAdr ""lJ~ IA.lI" -AD-~ILT"F t:r~ W~I) ,,~~tLn7nJ pIZ.E.Vgjrtt>/J M&:~Il.E~ 11oln:> ~ U1IrZA~ M~Jl.JAL.~ R t::~JObA1~ R..AtJ,' W/.H~ ~ 'J:"{Y'~nt.EP iii)' ClltAr fall...". fj5" OF 'T1-I€ CAc-t Fe>f/l,.J,,.. ~ ,lrJl> 5",lcFrry CDtJE. . vm, Remarks Please identify and discuss any remaining potential adverse impacts. mitigation measures, or other issues. *~e. S~Te.. ~ ::~' Q .flo<i:)cl',~ :fi:~ ~ 1_ "_...!!. d ,...-vI o-f' S~ ~d, Pla,T-.d-. JS ~--k P ~.....J ]:!:ertd-<<..ol ~ ~~VU' 5'/r:j95 , Date p.." , WPCJ',~Cl'STou:INO:u.93 (11111. 1021.93) (lid. 10:10.93) REVISED ~:c,C~\\j';") ~Q\J \. () \9~S C\Ti Of C~~U~\"~ ~i.~ \ '0\1\\.\)\\,\\1 &. . ROUTING FORM DATE: November 10, 1995 ~. . A I Ken Larson, Building , Housing rfJO~1 John Lippitt, Engineering (EIR only) f/ Cliff swanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) * Roger Daoust, Engineering (IS/3, EIR/2) Anne Moore, Asst city Attorney (Draft Neg Dec & EIR) Carol Gove, Fire Department Marty Schmidt, Parks & Recreation crime Prevention, police Department (M.J. Diosdado) community Development, Redev. Economic Dev. only Michael Meacham, conservation coordinator current Planning Duane Bazzel, Advance Planning Garry Williams, Landscape Planner Bob Leiter, planning Director Chula vista Elementary School District, Kate shurson sweetwater Union H.S. District, Tom Silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Doug Reid (community Development Projects) other ri' Barbara Reid Environmental section SUBJECT: Application for Initial study (IS-95-25/FA-~/DQ-~) Checkprint Draft EIR (20 days) (EIR- _/FB- _/DQ ) Review of a Draft EIR (EIR-_/FB-_/DP) Review of Environmental Review Record (FC-_ERR-_) Review of Draft Neg Dec (IS- /FA- /DQ- ) The Project consists of: Demolition of existing service station building. construction of new express 1,579 s.f. car wash. Addition of two gasoline dispensers to the existing 4 dispensers. Location: 98 Bonita Road please review the document and forward to me any comments you have by 11/24/95 . comments: !li~~il!iii!II~IIIBllii~lliiliBi)II!I;ii~;;',it~+,~,;~~ 6tlrJ~ !II- "&.M"vI;'~ REVISED ROUTING FORM DATE: November 10, 1995 WJ~ Ken Larson, Building & Housing John Lippitt, Engineering (EIR only) Cliff Swanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) * Roger Daoust, Engineering (IS/3, EIR/2) Anne Moore, Asst city Attorney (Draft Neg Dee & EIR) Carol Gove, Fire Department Marty Schmidt, Parks & Recreation Crime Prevention, Police Department (M.J. Diosdado) community Development, Redev. Economic Dev. only Michael Meacham, Conservation Coordinator Current Planning Duane Bazzel, Advance Planning v'Garry Williams, Landscape Planner Bob Leiter, Planning Director Chula Vista Elementary School District, Kate Shurson Sweetwater Union H.S. District, Tom Silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Doug Reid (Community Development Projects) Other 1D:~ Barbara Reid Environmental section SUBJECT: Application for Initial Study (IS-95-25/FA-~/DQ-~J Checkprint Draft EIR (20 days) (EIR- _/FB- _/DQ ) Review of a Draft EIR (EIR-_/FB-_/DP J Review of Environmental Review Record (FC-_ERR-____J Review of Draft Neg Dec (IS- /FA- /DQ- ) The Project consists of: Demolition of existing service station building. Construction of new express 1,579 s.f. car wash. Addition of two gasoline dispensers to the existing 4 dispensers. Location: 98 Bonita Road Please review the document and forward to me any comments you have by 11/24/95 . Comments: l'iilili~I!BiiBljl!llllI(ill~liliHI~iIlBm;I~;:[~~#~!II~ f10 ~ rtt~6- 0:[ 1M -H~. DATE: TO: FROM: ROUTING FORM April 26, 1995 Ken Larson, Building & Housing John Lippitt, Engineering (EIR only) Cliff Swanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) Roger Daoust, Engineering (IS/3, EIR/2) Ann Moore, Asst City Attorney (Draft Neg Dec & EIR) Carol Gove, Fire Department Marty Schmidt, Parks & Recreation Vcrime Prevention, Police Department (M.J. Diosdado) Community Development, Redev. Economic Dev. only Current Planning Duane Bazzel, Advance Planning Bob Sennett, city Landscape Architect Bob Leiter, Planning Director Chula Vista Elementary School District, Kate Shurson Sweetwater Union H.S. District, Tom Silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Other Susan Vandrew Environmental section SUBJECT: Application for Initial Study (IS-95-25/FA-~/DQ189 ) Checkprint Draft EIR (20 days) (EIR-_/FB-_/DQ ) Review of a Draft EIR (EIR- _/FB- _/DP ) Review of Environmental Review Record (FC-_ERR-_) Review of Draft Neg Dec (IS- /FA- /DQ- ) The Project consists of: Demoli tion of existing service station building. Construction of new express 1,579 s.f car wash including 433 s.f. snack shop and storage area. Addition of 2 gasoline dispensers to the existing 4 dispensers. .. Location: 98 Bonita Road Please review the document and forward to me any comments you have by May 10. 1995 Comments: CHULA VISTA POLICB DBPAJtTMBIIT CJtIMB PJtBVBIITIOII UIIIT PLAN REVIEW RECOMMENDATIONS DATE: TO: VIA: FROM: PROJECT: July 18, 1995 ~,~~_Reid, Environmental t1~in Withers, In~~qations Mary Jane Diosdad~p~ Initial Study 95-25 98 Bonita Road ~ The Police Department and the Crime Prevention Unit will be able to provide an adequate level of service for this proposed site. ~ There is no expected increase in personnel or equipment in order to maintain Police Department services. Please forward additional information regarding this project to the Crime Prevention Unit. Estimated response times for priority 1 calls to this project: Grids: 42.52 2.72% of calls are crioritv 1 P 4:44 A.R.T. Estimated response times for priority 2 calls to this project: Grids: 42.52 25% of calls are crioritv 2 e 7:14 A.R.T. Comments: Priority resconse times for 06/94 to 12/94 for this same recortina district: P-1. 3.79% of calls. 5:39 A.R.T. and P-2. 27.27% of calls. 7:11 A.R.T. In reference to colice decartment calls for service over the cast fifteen months. records indicates sixteen CFS. two of which resulted in crime cases. Ucon aooroval. crior to comcletion of this croiect. I recommend a security evaluation bv crime nreyention nersonnel. Thank vou for the occortunity to have incut into this croiect. if you have any auestions. clease feel free to contact me at 691-5127. co: Brookover, SCA CPTED Rout f "II form PD/cpu 06/93 FRO/ 7-~ SUBJECT: Application for Initial study (IS-95-25/FA-~/DQ189 ) Checkprint Draft EIR (20 -days) (EIR-_/FB-_/DQ ) Review of a Draft EIR (EIR- _/FB- _/DP ) Review of Environmental Review Record (FC-_ERR-_) Review of Draft Neg Dec (IS- /FA- /DQ- ) The Project consists of: Demoli tion of existing service station building. Construction of new express 1,579 s.f car wash incl.uding 433 s.f. snack shop and storage area. Addition 0:[ 2 gasoline dispensers to the existing 4 dispensers. DATE: ~t^ ROUTING FORM Rt.Ct.\'Jt.O ~PR 2 () 19% \\\.f', ~\;,Ih c\1~ 01' s.C~OUS\~1> \Jil'l ,,\)\lD\~G April 26, 1995 Ken Larson, Building & Housing John Lippitt, Engineering (EIR only) Cliff Swanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) --Roger Daoust, Engineering (IS/3, EIR/2) Ann Moore, Asst City Attorney (Draft Neg Dec & EIR) __Carol Gove, Fire Department . __Marty Schmidt, Parks & Recreation --Crime Prevention, Police Department (M.J. Diosdado) Community Development, Redev. Economic Dev. only --Current Planning --Duane Bazzel, Advance Planning --Bob Sennett, City Landscape Architect Bob Leiter, Planning Director -Chula vista Elementary School District, Kate Shurson --Sweetwater Union H.S. District, Tom Silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Other Susan Vandrew Environmental Section Location: 98 Bonita Road Please review the document and forward to me any comments you have by May 10. 1995 Comments: 5i~w-. J ~~ /odv c;.,~.f ~"',#~ .'S' j?/t I f?/~ "'- /~"1 ~"':~ P -1J (V!.~A) ROUTING FORM .',," "'--;-' DATE: April 26, 1995 ..-: Ken Larson, Building & Housing John Lippitt, Engineering (EIR only) Cliff Swanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) 'Roger Daoust, Engineering (IS/3, EIR/2) Ann Moore, Asst City Attorney (Draft Neg Dec & EIR) Carol Gove, Fire Department Marty Schmidt, Parks & Recreation Crime Prevention, Police Department (M.J. Diosdado) Community Development, Redev. Economic Dev. only Current Planning Duane Bazzel, Advance Planning Bob Sennett, City Landscape Architect Bob Leiter, Planning Director Chula vista Elementary School District, Kate Shurson Sweetwater Union H.S. District, Tom Silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Other ~: ~ 7() .' ~: Susan Vandrew Environmental section SUBJECT: Application for Initial Study (IS-95-25/FA-~/DQ189 ) Checkprint Draft EIR (20 days) (EIR-_/FB-_/DQ ) Review of a Draft EIR (EIR-_/FB-_/DP) Review of Environmental Review Record (FC-_ERR-_) Review of Draft Neg Dec (IS- /FA- /DQ- ) The Project consists of: Demolition of existing service station building. Construction of new express 1,579 s.f car wash including 43:1_.1. -snSIi'f s"'J[', and storage area. Addition of 2 gasoline dispensers to the existing 4 dispensers. Location: 98 Bonita Road Please review the document and forward to me any comments you have by Mav 10. 1995 Comments: Case No. 18.95-25 FIRE DEPARTMENT A. What is the distance to the .ne,t fire sta~on? .&!f! what is the Fire Depanment's estimated reaction time? 02/'-?;, 4,...,;,,./ B. Will the Fire Depanment be able to provide an adequate level of fire protection for the proposed facility without an increase in equipment or persoMel? 7(5 . c. /l-T 7Z;s w/~ S'~c _ L:-._<-~ Ud"&-<' Cu., ;,"-<-7<''<' . h~ ~jif/} -h,..,'j fZ "'~ ire Marshal 4/d-P/7~ Date WI'C""~<nTOREINOn93 (1101. 1021.93) (lief. 10211.93) P...6 CHULA VISTA FIRE DEPARTMENT BUREAU OF FIRE PREVENTION Address 7Y A.wd?1- IZ. PLAN CORRECTION SHEET IS 9.r- 2:.- ,cn -(,75 ;{?,. Plan File No.I>~-/f7 Checker . /'/"'srir Date I/-j(. -'is" Type Constr. Occupancy No. Stories Bldg. Area The following list does not necessarily include all errors and omissions. PROVIDE AND SHOW ON PLAN: /- ~!'H;r H~s M<<./ 7/150~;'; '; /-I/to 1JP/fJv;r( chS' ,;1'0;./ S''i/!S . ,y ~ ii:t F Up. - 7" "'--V ;2. /lv/dr fA.r 'Z-<J-h;'~/~,JEM tI 6/?7,-> - c:14/o6C ~~ - 34 t.o Ac 3. I?"""'~V/K od.- Js //X'-("..fz~~ A"J.-<//~tJ /? j}"<-/</"f/r //In- , 0 tI. ' 447 r'f;(. - ~4<. 051/,. l' ~ . U""L~9~w~d ~ 4c ,'.;:/l.f C/y.-..r.H'~7_ //n-~ ~.-v/l'C / Jsmtt-,.,h-ON , {' 1J5tJ.~~ -4.-1:: ) f/ FPB-29 ROUTING FORM DATE: April 26, 1995 ,...J," :-','" '-' .:. I'.L 1,_ " :,,-;... .....,,' TO: Ken Larson, Building & Housing John Lippitt, Engineering (EIR only) Cliff Swanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) Roger Daoust, Engineering (IS/3, EIR/2) Ann Moore, Asst City Attorney (Draft Neg Dec & EIR) Carol Gove, Fire Department . Marty Schmidt, Parks & Recreation Crime Prevention, Police Department (M.J. Diosdado) Community Development, Redev. Economic Dev. only Current Planning Duane Bazzel, Advance Planning Bob Sennett, City Landscape Architect Bob Leiter, Planning Director Chula Vista Elementary School District, Kate Shurson Sweetwater Union H.S. District, Tom Silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Other FROM: Susan Van drew Environmental section SUBJECT: Application for Initial Study (IS-95-25/FA-673 /DQ189 ) Checkprint Draft EIR (20 days) (EIR-_/FB-_/DQ ) Review of a Draft EIR (EIR- _/FB- _/DP ) Review of Environmental Review Record (FC-____ERR-____) Review of Draft Neg Dec (IS- /FA- /DQ- ) The Project consists of: Demolition of existing service station building. Construction of new express 1,579 s.f car wash incl.uding 433 s.f. snack shop and storage area. Addition of 2 gasoline dispensers to the existing 4 dispensers. Location: 98 Bonita Road Please review the document and forward to me any comments you have by Mav 10. 1995 Comments: ~ ~~ Case No. IS - 95-'25 PARKS AND RECREATION DEPARTMENT A. Is project subject to Parks and Recreation Threshold requirements? H not, please explain. B. How many acres of parkland are necessary to serve th~ proposed project? C. Are existing neighborhood and community parks near the project adequate to serve the population increase resulting from this project? Neighborhood Community Parks D. H not, are parkland dedications or other mitigation proposed as pan of the project adequate to serve the population increase? Neighborhood Community Parks E. To meet City requirements, will applicant be required to: Provide land? Pay at fee? F. Remarks: -- t ~ \? r y. II <).t~ ~~ '" -t.Z".,s., Parks and Recreation Director or Representative Date 'WPC""~On.93 ~.I021.93) (Jd.I02l!.93) P.,. 7 ROUTING FORM DATE: April 26, 1995 TO: Ken Larson, Building & Housing John Lippitt, Engineering (EIR only) Cliff Swanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) Roger Daoust, Engineering (IS/3, EIR/2) Ann Moore, Asst City Attorney (Draft Neg Dec & EIR) Carol Gove, Fire Department Marty Schmidt, Parks & Recreation Crime Prevention, Police Department (M.J. Diosdado) Community Development, Redev. Economic Dev. only Current Planning lJJ[~ Duane Bazzel, Advance Planning Bob Sennett, city Landscape Architect Bob Leiter, Planning Director Chula Vista Elementary School District, Kate Shurson Sweetwater Union H.S. District, Tom Silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Other FROM: Susan Van drew Environmental section SUBJECT: Application for Initial Study (IS-95-25/FA-~/DQ189 ) Checkprint Draft EIR (20 days) (EIR-_/FB-_/DQ ) Review of a Draft EIR (EIR- _/FB- _/DP ) Review of Environmental Review Record (FC-____ERR-____) Review of Draft Neg Dec (IS- /FA- /DQ- ) The Project consists of: Demolition of existing service station building. Construction of new express 1,579 s.f car wash including 433 s.f. snack shop and storage area. Addition of 2 gasoline dispensers to the existing 4 dispensers. Location: 98 Bonita Road Please review the document and forward to me any comments you have by Mav 10. 1995 ~~~;:z.omments: ./ ~~ WIhtld ~~~f. ~~~~/J?:. ~t/ ud# rf; ~ ~ ROUTING FORM DATE: April 26, 1995 TO: Ken Larson, Building & Housing John Lippitt, Engineering (EIR only) Cliff Swanson, Engineering (EIR only) Hal Rosenberg, Engineering (EIR only) Roger Daoust, Engineering (IS/3, EIR/2) Ann Moore, Asst Ci~y Attorney (Draft Neg Dec & EIR) Carol Gove, Fire Department Marty Schmidt, Parks & Recreation Crime Prevention, Police Department (M.J. Diosdado) Community Development, Redev. Economic Dev. only Current Planning Duane Bazzel, Advance Planning Bob Sennett, city Landscape Architect Bob Leiter, Planning Director Chula Vista Elementary School District, Kate Shurson Sweetwater Union H.S. District, Tom Silva (IS & EIR) Maureen Roeber, Library (Final EIR) LAFCO (IS/Draft EIR - If annexation is involved) Martin Miller, Project Tracking Log (route form only) Other FROM: Susan Van drew Environmental' Section SUBJECT: Application for Initial StUdy (IS-95-25/FA-~/DQ189 ) Checkprint Draft EIR (20 days) (EIR-_/FB-_/DQ ) Review of a Draft EIR (EIR-____/FB-____/DP) Review of Environmental Review Record (FC-____ERR-____) Review of Draft Neg Dec (IS- /FA- /DQ_ ) The Project consists of: Demolition of existing service station building. Construction of new express 1,579 s.f car wash including 433 s.f. snack shop and storage area. Addition of 2 gasoline dispensers to the existing 4 dispensers. Location: 98 Bonita Road Please review the document and forward to me any comments you have by Mav 10. 19.95 Comments: tJ t> ~ O:::~ '- '/2,......., /5.5 u ~.s M.:SOC.IA'7'~l> '-<J/-rrt- ??l-oJ<t:-c...:r --~_._,------ ---_._-- -- -~- --- -- - - ------- --- - - - 'a' 7" 756 6440 . IHR ASSOCITES POI r:- ~~ lei .,,'"_ bS:: b-.. lKH~ Pi\.~i!1:g]CDPi\.TE\jj tl'.A~SfORTAT10NltMVIROM/IWITAIJIIRBAN SYSTEMS. PLANMINC, IMONRRlNC.. MAPPING SERVIas 3347 Mo,..... 0,;.. - s... 490 .1...... (.,I~_1o '1715 (71.) '56."~. fNl. (7U) 7S6M.. t. Poat-lt" Fax Note 7671 co F.. . November 13, 1995 Mr, Frank Rivera C;ty of Chula Vista, Traffic Engineering Department p 0 Sex 1087 C')u!a Vista, California 91912 S~BJECT: REVISED TRAFFIC AND CIRCULATION ANALYSIS FOR UNOCAL SERVICE STATION NO. 6414 IN CHULA VISTA, CALIFORNIA (IS.".2J) GEo' rk. Rivera ,~'1" Associates has completed this revised traffic and cirOJlation analysis of the proposed 1J~2'Z:E5 of Unocal service station (No. 6414), located at 89 Bonita Road (at Bonita Glen ::..:, ,r) in thE City of Chula Vista, California. Initial discussions held with City staff revealed thaI '.:-<.<: ccn:erns for this project focused on additional trips generated by.!he improvements, ~:E'zection levels of service, on-site circulation, and driveway ingress and egress, For this .c .5,-d analysis, 2 additional multi-product fuel dispensers were added inlo tha study, as well as a review of car wash queuing dua to the change in the project sita plan. The following st:t ons ~f tnis revised analysis address these concerns by providing our findings, conclusions. G'C recommendations for the project. S 'TE'PROJECT DESCRIPTION 7i~< ~? "Vice stalion is located on the southwest comer of the Bonita Road/Bonita Glen Drive i'.I~r5ection, jusl wesl of the ,.805 freeway. The existing station currently inductes: 4 multi. P"ocuct dispensers, a canopy, 3 auto sel'l/ice bays, rastrooms, perimeter landscaping, a food rr.~n, and a small office. Access to the site is providad via 2 driveways on Bonita Road, and 2 driveways on Bonita Glen Drive. Adjacent land uses include the residential properties to the south, restaurant~nd retail p'operties to the west, and othar service stations to the east and north. Located directly north of the site (i,e., across Bonita Road) is the Ramada Inn. The intersection of Bonita Road and Bonita Glen Drive is signalized for 6 phases of movement :ne wtstbound and eas1bound approach legs both include 3 lanes: 1 left turn lane, 1 through I~ ~,e, a ,d 1 through/right turn combination lane. The south leg of the intersection is a 2 lane rcaj"..ay separated by a double-yellow line. The north leg is a driveway providing access into ths Cne-.,on Service Station and the Ramada Inn. Crosswalks are provided across the west E ,d sc",:h legs of the intersection. ~ -~--~.~---~~.- ~._._.._- ---_. _.~---~ -- 'B 714 756 6440 -'~ IUIR ASSOCITES P02 ~Ji Frap~. Rivera f'.0\er,ter 13, 1995 F2;,f; T",.'o 1he proposed project will include 2 additional fuel dispensers (for a total of 8), and replacing tr\e existing food mart and auto service building with a new cashier building and an express ~ar wash (see Figure 1). Also, in addition to the 12 parking spaces provided at the fuel pump Is;,mds, 6 marked parking stalls will be provided on the site, including 1 handicepped stall. Planter~andscaping features wiU also be added as part of the site inprovements. Access to the proposed service station will change slighGy with the southernmost driveway on BOr\ita Glen Drive being closed to aUow additional car wash queuing. The other 3 driveways ,':'H remain in their current locations. n;.;rFIC COUNTS -r.~-,c volume counts for Bonita Road and the Bonita RoadIBonita Glen Drive intersection \'_e'e p'cvided by the City for this traffic analysis. Daily volumes, including A.M. and P.M. peak '.OJ' turn movement counts were conducted in the fall of 1990. Also. more racentdaily volumes v. €:C. recorded in May 1995. The City Traffic Engineering Department indicated that traffic /: . '" ss :n the vicinity of the project site ara currenUy much less than thl 1990 volumes. : . c' "'.!f dJe to the opening of State Route 54. which relieved tralfic on many of the areas' s_-;~:e streets, Daily voh.rnes for Bonita Road (i.e. near the project site) experienced a 'e :Jc.::,cn in traffic of approximately 24 percenL The City had also indicated thet we may use 'cEo ~I,' and P.M, peak hour counts conducted in 1990 and adjust them down to be consistent .. 'c' ~ne d'fference in daily volumes. Therefore, all peak hour tum movement CO\.l'lIS recorded r 1 >~C' were reduced by 24 percent to estimate current operating conditions of the intarsec- ,- P-ISTII'\C LEVElS OF SERVICE ihe level of seNice (LOS) of a roadway or an intersection is a qualitatively defined measure <.~ ~'re..ai!ing traffic, desi9n, end operetional conditions, as denoted alphabetically from -A" to "F: best to worst, respectively. The LOS is an evaluetion ofthl degree of congestion, roadway cesign constraints, delay, accident potential, and driver discomfort experienced during a given ;:eriod of time.. typically during the peek hour or on a daily basis. Vllhile LOS A Is the most cesicable operational state for a roadway segment or intersec:tion, LOS C is usually considered a benchmark for planning purposes. In more urbanized areas, LOS D is an accepted condition fo' peak hours of vehicutar travel on major streets and highways. The LOS may be quantitatively calculated by a number of methods which generally compare :c"ffi: volumes with the physical and operational capacity of a roadway section or intersection 10 c~.rry the traffic demands placed upon it. For signalized intersections, the City of ChJla Vista u,,,, the Intersection Capacity Utilizetion (ICU) method to determine LOS. The ICU for an i....;" csecticn is based on summation of volume/capacity ratios for critical movements. '5' i14 756 6440 KBR ASSOCITES P03 r,':. Fra'1lc Rivera ",:"em~er 13, '995 Pc;): Three T;;tle I provides the existing intersection LOS. which Indudes aU movements within the intersection. As noted, the existing LOS during the A.M. and P.M. peak hours for'the Bonita Road/Bonita Glen Drive intersection was calculated to be "A". The attached ICU analysis fonns i'luslrate the volume/capacity calculations. TABLE I existing Intersection Level. of Service !D~~ r~e ~llQD So",:a RoadlBonita Glen Drive ICU' A.M. Peak ~ .410 A ICU' P.M, Peak LOS ,587 A Intersection EQ~,ita Roed/Bonita Glen Drive ~~:u; 1, ScEf iCU Calwlation ShUts ~(: ~J.''';6''4B.DOC "'T'P CEN[RA.TION :.,~:':.<to:e trip generation rates for service stations are typically expressed in trip ends per 'ce'i~? SDa:e and may be found in various authoritative documenls including the San Diego L $:~:,,,!on of Govemments' (SANDA G) "Traffic Generators" manual. The data found in the ~ I.e. :)AG manual typically include average weekday and A.M. and P.M. peak hour rates that ::'re .;:or,d with the A,M, and P.M. peak hours of commuter traffic. The trip generation results ::,. li-,e p'cject are presented Table II. Tc esti.,-,ate the number of trip ends generated by the service station with the proposed inp:ovemenls, trip ends for a service station with a carwash and a food mart were calculated, lo!iowed by subtracting trips for the removal of the existing service station with a food mart It is i~,portant to note that the ,trip generation estimatas for this project are very likely overstated d~e to the use of SANDAG's rate for a service station with a car wesh and a food mart. SANDAG ooe s nol have a separata trip rate for a service station with only a car wash, In 1992. KHR Associates prepared a "National Traffic Study" for the MobU Oil Corporation involving traffic and circulation analyses of 30 service stAltions toemed within seven different s!aleS Results of this study have been accepted by various public agenc:its, as well as the Ins'clute of Transportation Engineers (ITE). In this study, it was found that an average 01 ej:'p'o.if'lalely 15 percent of service station customers patronized only the food mart. Ther. f" ''', ,t may be conceivable that the actual increase in trips with this project which includes only c '~(';r9 area and a car wash, wUl be significantly less than indicated in Table II. --~----~-_._-~-- _~~_..__~.._M_ 'a' 714. 756 6440 KBR ASSOC lTES P04 "'~. Fraf'l~; Rivera Mvember 13,1995 ;:ig!: Four TABLE II Project Trip Generation Service Stetion with Food Mart and Car Wash Daily A.M. Peak Hour P.M. Peak Hour Generation' fGI2! 155.00 II % ofCaBy II % of DaUy Flltnng Positions 12 T01aI Trip Ends 1.860 1.9 187 Existing Service Station with Food Mart Dei'y Atk Peak Hour ;0 tJ.. Peak Hour 150.00 8 % of Cally II % of DaUy II 1,200 96 96 ~~i I.~trease in Vehicle Trips with Improvements Dcdy t, M Feak Hour p r.~ Feak Hour 660 53 71 "L'r:. . , S:'.'''' _ Tno. Pe' SANDAG, Sin Diego AloociIied GoI'I""",nt&, 1m ;t' M-U6~'4T.DOC ,_ :'~e~ to estimate the number of additional vehicles visiting the site with the proposed I~~'o..ements, clarification of trip ends lIS. vehicles needs to be made. A \rip end (or trip) is a d '~~ronal mDvement of a single motor IIshide either to or from a site. When a vehicle enters z !".;;, " trip end is generated. When a vehicle exits 8 site, 1 trip end is generated. Therefore. eoc>-, vehicle entering and exiting a site generates 2 trip ends. To estimate the increase in vsr,;~les v.ith the propDsed improvements, the estimated trip ends are reduced by 50 percent. Tl"le estimated increase in lIehides for the proposed service station with a car wash is 330 da'l} vehicles (i,e, 660 trips), 27 A.M. (i.e. 53 trips) and 36 P.M. (i.a. 71 trips) peak hourvehides. TRIP DISTRIBUTION Travel patlems for project trips near the service station site were estimated by observing ope"atio'1al conditions of adjacent roadways and intersactions. access opportunities to Inter. state 805, end surrounding land uses, as _11 as analysis oftraflic vol~e count data. Projed hp;; were distributed onto the adjacent roadways using these observations along with turn r'lc\'emer,t restrictions of the site. The following reprasents the distribution percentages: 50 ~e;cef't to the east (toward the freeway); 20 percent to the south (into nearby residential ;:r:cper-jes) and 30 percent to the west (along "E" Street). No project trips were distributed to \~.c nO'1h due to the north leg of the intersection accessing the Ramada Inn and Chevron pr::;~'E'tes. __~__ __ ..__~U'____ . --_.. - - -- --~ 'a' 714. 756 6HO "" KHR ASSOCITBS P05 ~:~. Frank R.ivera t:cvm.je~'3, 1995 Pa?~ F;ve PROJECTED LEVELS OF SERVICE -a~le III presents the estimated LOS for the Bonita RoadIBonita Glen Drive Intersection. As shown in the table. the intersection is projected to oper8te at its current LOS. Therefore. no aove~se impacts on the intersection are anticipated with the proposed project. TABLE III Projected Intersection Levell of Service ICU' I,.,\ersection A.M. Peek LOS :osnrta Road/Bonita Glen Drive .413 A ICU' P.M. Peak .599 lr:~~~ection S:,ort2 Road/Bonita Glen Drive J.QJ. A ....c,\u; 1: ~e~ I:U CilcullUon Sheeti ;f:~, F\'..'Je.t',4:.DOC (;1., S:TE CIRCULATION/INCRESS AND ECRESS c ,. ,,:e circulation for this station is designed to meet the needs of 2 primary types of customers . "z~ol;ne customers and car wash customers. Typically, multiple transactions include a ~'T,Zcy purchase of gasoline with e secondary purchase from the car wash. On the basis of ;',:~$:rf statistics, secondary customers. getting only a car wash - are in thi! small minority. ';.'.:~'n the limits of the proposed site plan, circulation needs are adequately met for primary. as well as secondary, customers, As pre.viously mentioned, only the southernmosl driveway on Bonita Glen Drive Is proposed to change. This driveway is proposed 10 be closed aeatlng additional queuing area for the car w~sh All other driveways are plamad to remain in their current locations. The Bonita Road c~iveways permit rightlum movements only, v.tIIre es the Bonita Glen Drive driveway allows for right aCid left lurn movements. Bonita Glen Drive, as II intersects with Bonita Road, allOWS br turr. movements in all directions. !C\gress and egress movements to arid from Bonita Road and Bonita Glen Drive are _II c,-,..,mmodated by the driveways snd the on-site cirCulation system. Due to the eastbound f :.'. o! traffic on Bonita Road, it is estimated that most vehicles will enter the site from the v..=~te'l) driveway and proceed to the fueling area. After the gasoline purchase, customers 1':',,:. e 'tner exit via the easter1y drivewey on Bonita Road and continue on toward the freeway. : ~ E":: IhrOJgh the Bonita Glen Drive driveway for southbound or westbound travel. -0. -, 14 -':'b ti44U I\.tu<. A::>~Ul;lTh.:S Pi .., ~ " I":: F;&nk Rivera r;cvember 13.1995 Fa:;-e Six Customers who wish to patronize the car wash without purchasing gasoline may proceed directly to the car wash entrance without traveling through the fueling area. Wth dearty marked pavement delineation and directional signs, the driveways should not pose traffic safety or congestion problems. / CAR WASH OUEUINClOPERATIONS ANALYSIS The proposed site plan indicates a car wash queuing araa accommodating approximately 4 vehicles, without blocking other on-site traffic movements, or driveway traffic from Bonita Glen Drive (see Figure 1). Vehicles exiting the car wash along the west side of the sita are not prDje:te:j to adversely impact either the on-site or off-site circulation systems. i r, \"1. ajove referenced National Traffic Study for the Mobil Oil Corporation, it was determined '",oi c,: a:i tr,e service station sites with car washas, the average number of vehicles observed " I~,e car wash queue was less than 3. The average rate of servica for these car washes was arDen::! 4 minutes per vehicle. Itshould be noted that all of the car washes included in the Mobil stv::'f featured a "roll over" operation. The rollover cer wash is typically an unattended c:cralior ir which the customer: 1) deposits a coin or enters a code number on a key pad at :",~ f>,.,::a'1ce to the car wash tunnel; 2) drives the vehicle into the tUMeI, where it remains S:E: :r,arf while spray nozzles and bNshes roll over the vehicle; 3) exits the tunnel; and 4) C-.LS c~ the site or parks to dry off the vehicle. _ ~c;-.:rast tre proposed Unocal car wash operates on a continuous conveyer belt system at : ;~ o!E' rate of service (approximately 2 minutes per vehicle) than a roll over car wash. Unocal :'.' v.,HM fa:i:ities use state-of-the-art equipment which provides the most efficient operation. ;.S(;, a:te~dants stationed at the car wash entrance may .xpedite the service during peak use >'''':::~s by monitoring and controlling the rate of the car wash. as n.cessary. Additionally, the ~. 'C';c,osec Unocal car wash includes an internal blower that dries the vehicle in the tunnel, cc,et!:>y leaving very little water on the vehicles upon exiting the site. Furthermore, the service staron site v.ill be designed to retain and properly drain any excess water Nnoff from the vEhicles as they exit the tunnel. Given the estimated vehicle queuing capacity, the variable rate of car wash service. and the type of car wash system proposed. no adverse impacts are er\ti:::ipated from the operations of the car wash. rA~KINC ANALYSIS The proposed service station site plan sha.vs thatin additiOn to the 12 parking spaces provided r.ext to the fuel pumps, 6 marked parking spaces are provided on the site. Including 1 r,o'ld::.a?ped parking space. The City's parking requirement for this project is e spaces. Tn. p'oposed uses on the site (i.... gasolin. and car wash) should not require any additional 103-";'19 spaces. Gasoline customers are anticipated to use only the spaces adjacent to the --~-- ---~ .-- --~--"- -------- - -------- --- - _.- 'a' 714 756 6440 K!IR ASSOCITES P07 !.'r Frank Rivera "'~,srn~r 1~, 1995 ::og€' Seven f~e: pumps a~d car wash customers may occasionally use the parting space nearest the va<:uum unit. Service station employees who mIIY part o~site should not total more than 2 ~ 8r>y time, Additionally, ollen times, service station and csr wash employees rely on public transit, rides from others, and alternative modes of commuting reducing the demand for ecnployee parKing. On the basis of the above information. it is suggested that the number of parkjng spaces p'ovided on-site should be adequate to accommodate customers, employees. and deliveries during normal and peak demand periods. Further. the location of marked parting spaces do r,ol cO:1flict with the queuing lane for the car wash or the circulation pattern near the fueling cr€:2. I'; CLOSING " Ir",reare any quesUons or concems regarding this revised traffic and circulation analysis, ",c? oS de not hesitate to call me at (714) 756-6440. :3 .. ~ -: ~~:)', ,,'- A~,ociates ,^,'; b.E~1\ ..:., " ;-,: Kawamura, P.E. ;... '-2: j.:nt :-.:-,:...,,: ,- -_~~~_~'':'' ooe -~ _._~-- ------ ~---~--_._._--~._-- '0' 7)' 756 6440 KHR ASSOCITES BONITA ROAD " (ns""''' Of!o<<....., 1.___.'_ :r \ \ > .--' . _,...... -e. . . ~., <>...--=~j\ ~....-\ .- ~ \~ ~ .PO'~\ \ (t.lJLTI-PRCOUC1 \ D6PEmurs' tt ~e \ \ \ \~e~\ \ ...---" \........ r::!:) ... ........ P08 N -$- ... SCAL' \ y \ " ..01'1, "".,. ..... " In": ..,..... WINCt$ u-6fI M SDfIG FIGURE 1 ,-.;;:.: AL SERVICE STATION NO. U1. F F-:C!POSED SITE PLAN ~-- ...... _...... KIHIJFiJ Afiiilaf::CA'ii"fi!\i;! TRANSPORTAT1ON/ENVlRCN.ENTALlURBAN SYSTEMS >>'<7 1IUIiD, [tWo $llill 4IJ . nn. Clliltml I'J~ . (1M1 lt6-544B - --_._- ---~-._~- _. '5' 7)' 756 6440 KHR ASSOCITES POS KHR ASSOCIATES INTERSECTION CAPACITY UTILIZATION ANAL VSIS Count D.te: F.. 1890 . Adjullod for 1115 ItHII CotIo: 1J.841.AM.XlS L.oc.tior.: City .r Chul. Vii" "''''Iv: C. lroekrNn North-South Stt..t: Bonita Glen Dri". County: Ian Diego Ee.a1.W"t 1\1..t: Bonita Road ....~ !lout: A.M. Cornmant.: bitting Condition. . 1"0 Countl Reduoed by 24 Percant to ".fI~t Current 1896 Conditione Exi.1in PI\.I' Pro" ct Conditio", Include Reduced fxi.tin VOlum.. Plu. E.timated Project Trip. Peek Hour Volume Voh.rrnelCa acity Jlaoo Nufri)er Caplcitv Exiaring Ellil."; - Lane .f (V.hlHr)) PIuo PI.. Mo...emcnt lines On Grein f..icting Project hi.ling Project lljf','Tr1rough.. 1500 2_ 22 0.016 0.021 Through N/A 1500 0 0 '0.000 0.000 j:>ph: Turn 1500 84 U 0.026 . 0.038 . '-"-"- ~e';,'Th'cugh- - 1500 85 85 0.0.3 . 0.043 lhrou"h NIA 1500 0 0 0.000 0.000 p'."t Turn 1 1500 3D 20 0.020 0.020 L~f1 Turn 1500 11 111 0.013 . 0.012 "'!"h;ovghlRight. 2 30400 553 5&& 0.183 0.188 F.',;hr Turn NIA 1500 0 0 0.000 0.000 Left Turn 1500 .. 102 0.0'3 0.0'. Through/Right- 2 2400 7CO 7CO 0.21. . 0.21. .".'"'-:--,:".-,::! R:.ht Tum N/A 1500 0 0 0.000 0.000 i- Existino 1995 ICU Plus Lost Tim. Adjustment of 0.10 Existin 1995 Leuel of Service . t- Existing Plus Project ICU Plus Lost Tim, Adjustment of 0.10 ~~~ . ~er;,o{.. Critical Movement . . Denotes Shared lene . . . . 'a' 714 756 6440 KHR ASSOCITES PIO ,.- KHR ASSOCIATES INTERSECTION CAPACITY U11UZATlON ANAL VSIS Count Date: Foil 1990. Adj.". 1011185 IOtR Code: U-84 "~U.XlS LDCo.tion: City of Chula Vi". .... .,: C. .oekman North.South Str..t: Bonit. CI.n Ori", -...: Sen Diqo hi f~W6Ct St,..t: Ionit. ROM --: ~.M. Ccmm.r1t11: Exilling COnditio... - 1'90 Count. Reduced by 24 ',rc.", to R.flICI Currant '..5 Condition. EJfi.ti" Plu. Pro",et Ccndition.lnclucl. A.d",cad Exi.tin Vol~1 Plu. f.IJm.1ed Pro' ct Trip. Peek Hour VoIurN VoIumalClpaeity Ratio Numb., Cepecity Exi.ling !Jdaring ~ i lan. of (V.hlH,)) PI.. PI.. '", Movement Lan.. On Gr.." Exist;" Proj.ct flei.tin Project lefl,"'j"hfo\Jgh.' 1500 2. 27 0.017 o.on Pl'c'u~h N/A 1500 0 0 0.000 0.000 F: ',.,!,-,~ iurn 1500 83 83 0.055 . 0.055 . lil~!""hrr.)lJg~' . 1500 4. 44 0.0:' . 0.021 . Tnleu,h NJA 1500 0 0 0.000 0.000 P. ~hl "Turn 1500 ,. I. 0.001 0.001 L~ft Turn 1500 20 20 0.013 0.013 T:"I,cughlRq.hI' 2 3400 1051 107. 0.311 . 0.311 . F. ,,~,t "Turn N/A '500 0 0 0.000 0.000 Let! Turn 1500 128 141 0.082 . 0.091 . ',....;.-._ro,: ThoroUghfRight' 2 3400 In ..3 0.213 0.283 Right Turn N/A 1500 0 0 Existing 1995 ICU Plus Lost Time Adjustment of 0.10 Existin '995 Level of Service . Existing Plus Project ICU Pius Lost TIm8 Adjustment of 0.10 Existin Plus "'o'ect Level of Service . O,not.. Critic. Movement . . D.noto. Sh.,.d lan. Noise Analysis for the Unocal Car Wash in Chula Vista (Station #6414 at Bonita Road and Bonita Glen Drive) City of Chula Vista Prepared For: UNOCAL CORPORATION 17700 CastIeton Street, Suite 500 City ofIndustry, CA 91748 Prepared By: Fred Greve, P.E. Mestre Greve Associates 280 Newport Center Drive Suite 230 Newport Beach, CA 92660 (714) 760-0891 Report #95-195 November 6, 1995 estre Greve Associates Unocal Car Wash Page 1 Noise Analysis for the Unocal Car Wash in Chula Vista (Station #6414 at Bonita Road and Bonita Glen Drive) City of Chula Vista 1.0 INTRODUCTION The proposed Unocal Car Wash is located at the existing Unocal gas station on the southwest comer of Bonita Road and Bonita Glen Drive in the City of Chula Vista. This report will address the potential noise impacts due to the proposed Unocal Car Wash on the adjacent residential land uses. Residential land uses are located to the south of the site. The residential land use is a multi- family complex. Any significant noise impacts due to the proposed project on the adjacent residential uses will be identified and mitigation measures will be suggested, if necessary. 1.1 Background Information on Noise Sound is technically described in terms of the loudness (amplitude) of the sound and frequency (pitch) of the sound. The standard unit of measurement of the loudness of sound is the decibel (dB). Decibels are based on the logarithmic scale. In terms of human response to noise, a sound 10 dB higher than another is judged to be twice as loud; and 20 dB higher four times as loud; and so forth. Everyday sounds normally range from 30 dB (very quiet) to 100 dB (very loud). Since the human ear is not equally sensitive to sound at all frequencies, a special frequency- dependent rating scale has been devised to relate noise to human sensitivity. The A-weighted decibel scale (dBA) performs this compensation by discriminating against frequencies in a manner approximating the sensitivity of the human ear. Community noise levels are measured in terms of the "A,weighted decibel," abbreviated dBA. Exhibit 1 provides examples of various noises and their typical A-weighted noise level. This exhibit is from the Chula Vista Noise Ordinance (Chapter 19.68 - Performance Standards and Noise Control). 1.2 Noise Ordinance The City of Chula Vista has adopted a noise ordinance. The ordinance is designed to protect adjacent sensitive land uses from non-transportation related noise sources such as car wash noise, pump, fan, air-conditioning apparatus, mechanical equipment, and other activities that occur on private property. The City of Chula Vista has established exterior noise criteria for non-transportation related noise which impacts adjacent noise sensitive properties. This criteria is given in terms of allowable noise levels at the property boundary. Greater noise levels are permitted during the day (7 a.m. to IO p.m. on weekdays and 8 a.m. to 10 p.m. on weekends), as compared to the night-time period. The City of Chula Vista has adopted noise criteria for residential properties, commercial properties, SOUND LEVELS AND HUMAN RESPONSE Common Sounds Noise Level (dB) 140 Effect Pa i nfully loud Carrier deck Jet operati on Air raid siren Jet takeoff (200 feet) Thunderclap 130 Oiscotheque Auto horn (3 feet) 120 Maximum vocal effort Pile drivers 110 Chain saw (2 feet) Garbage truck 100 Power lawn mower (4 feet) Heavy truck (50 feet) City traffic Alarm clock (2 feet) Hair dryer Vacuum cleaner (5 feet) 90 Very annoying Hearing damage (B hours) Annoyi ng BO Noisy restaurant Freeway traffic Man's voices (3 feet) 70 Telephone use difficult Air conditioning unit (20 feet) 60 Intrusive . 50 Quiet 40 Light auto traffic C1 00 feet) Living room Bedroom Qui et Offi ce Library Soft whisper (15 feet) 30 Very qui et Broadcasting studio 20 10 o Just audible Hearing begins MESTRE GREVE ASSOCIATES Exhibit 1 Typical Noise Levels estre Greve Associates Unocal Car Wash Page 2 and industrial uses. The ordinance differentiates between single family residential and multi-family dwellings. The residences to the south of the project are multi-family dwellings. The applicable noise standard for the multi-family residential use is given in Table I. Table 1 CITY OF CHULA VISTA EXTERIOR NOISE ORDINANCE STANDARD NOISE METRIC NOISE LEVEL NOT TO BE EXCEEDED Day-time Night-time (7 a.m. to 10 p.m. Weekdays) (10 p.m. to 7 a.m. Weekdays) (8 a.m. to 10 p.m. Weekends) (10 p.m. to 8 a.m. Weekends) Noise Criteria for Multi-Family Residential LEQ 55 dBA 50 dBA The noise ordinance standards are in terms of the equivalent noise level (Leq). Leq is the sound level corresponding to a steady-state sound level containing the same total energy as a time-varying signal over a given sample period. LEQis the "energy" average noise level during the time period of the sample. LEQ can be measured for any time period, but is typically measured for I hour. The noise ordinance criteria is relaxed in areas where the ambient noise levels are high. That is, if the ambient noise level is higher than the ordinance limits, then the limit is raised to the ambient noise level. The proposed car wash operation hours are from 8 a.m. to 7 p.m. (gasoline pumping operations may be operated much later in the day). The car wash project therefore is only concerned with the daytime noise criteria. 2.0 AMBIENT NOISE MEASUREMENT LEVELS Ambient noise levels were measured at two sites. The sites were selected to represent the residential property boundaries to the south. The measurement sites are shown in Exhibit 2. The measurements were made on August 29, 1995. Noise measurements were conducted during the daytime hours between 1:30 and 3:00 p.m. The measurements were made with a Brne! & Kjaer Type 2231 Sound Level Meter, and calibrated before and after each measurement series. Noise measurements were made for a 20 minute period at each site. Due to the high level of traffic noise, the noise measurement results were constant, and fairly consistent for both sites. The noise measurement results are present in Leq noise levels as shown in Table 2. The maximum and minimum noise levels during the monitoring period are also shown. Bl'NITA I~Ui\l) ~-'" ._-_._~ .- . ------T . \' ~--'<T _J!-~_~_....I-____ )0-' '; l' ~~~\ _ _H \ , / 1 , ~ - ~ ',I"~" - - , ,'" 6.1(1'00'10- \ .."14" I l.',,, ." '\, , , " '\ '\ t \\ .,...;:,\ \ ," , .. ' " ... - --~ \ \ N 'TU"~'l '..00' , ......If. q ~\ i o ~ r ~~ I I \ ~ 1]IiJ\ \ \\~ \ \ I \ I \ \ ",.."..,(\\ I \ \1]IiJ~ \)""-' \ I I \ I I I I ~ \ \,.."..,(\~ cY \ I\\)""-' \ I I , \co.c"fT'[~ s.tt~,., ....' 'i" , /.' ",,' "> y:: /. "- /~ I//..r..' \ \ /i:>~'" // ":.~.) :> ~"'''r. / A7 .... -:..,.) / / /7 '";";' / / # ,"'-.;/ v \ "-.':;.:) ,/ \'2:" ",'" '11',,.....""'..""'"' \ ",,,. ~f~'""fu.. . w~.."~lt:"ID. , '-..'0';" ,'I .J \< \,( " \ \\ ' \\~, :\\ \ \~\ \(p \\ \~ '\ .\~ )? ~ \\9. c: -"L( ....... , I -; --- N ~ ...ro~ ;~ ,.' --- ,.. " -SITE PLAN oJ :.....-: -..:~( i :~ :-r" MESTRE GREVE ASSOCIATES Exhibit 2 Receptor Locations Jstre Greve Associates Unocal Car Wash Page 3 Table 2 AMBIENT NOISE MEASUREMENTS (DBA) Site Leq Lmax Lmin I 61.1 77.9 54.3 2 58.9 73.7 54.0 The resulting ambient noise measurement levels in Table 2 mainly reflected the nearby traffic noise on 1-805 Freeway and surrounding roadways. This is a very busy intersection, and the noise levels reflect this condition. The Leq noise levels are in the 60 dBA range. 2.1 CAR WASH NOISE MEASUREMENTS The main noise sources associated with the proposed car wash will be the air dryer/blower. A coin operated vacuum will also be used. Noise measurements for coin vacuums were conducted by Mestre Greve Associates at car wash facilities similar to the proposed car wash. Car wash noise levels were measured in the early afternoon when the car wash facilities were relatively busy. Typical coin operated vacuum noise levels were measured to be 75.9 dBA (at 12 feet from the source). The proposed car wash will be using the dryer/blower manufactured by Worldwide Drying Systems. The dryer measurement data was provided by J.C. Chemtech to the developer, December 21, 1993. Based on the manufacturer noise measurement data, the proposed dryer/blower including the silencer will generate a noise level of approximately 83 dBA at 5 feet (roughly at the exit end of the tunnel). The dryer/blower represents the largest noise source for the car wash, and therefore, the noise measurements will be used to represent the typical car wash levels on the project site. The noise measurement data are shown in Table 3. It should be emphasized that the noise levels in Table 3 represent source noise levels. In the following section these noise levels will be projected to residential property boundary, and will include adjustments for distance and noise barriers. .estre Greve Associates Unocal Car Wash Page 4 Table 3 CAR WASH NOISE MEASUREMENT LEVELS (DBA) Sources Distance (feet) Unmiti~ated Levels Dryer/blower Coin vacuum 5 12 83.0 75.9 3.0 POTENTIAL CAR WASH NOISE LEVELS The main noise sources associated with the proposed car wash will be the air dryerlblower and one coin operated vacuum. Both of these sources are addressed. The car wash proposes the use of a coin vacuum. At the time of this study the exact location of the vacuum had not been determined. To minimize the vacuum's noise in the nearby residential area we are recommending that the vacuum be located in from of parking location 4. The car wash tunnel will act as a large noise banier shielding the vacuum noise from the residences to the south. The main noise source from the car wash is the dryerlblower which will be located at the exit end of the car wash. The car wash entrance is very much quieter than the exit end. The noise levels from the vacuums and the car wash tunnel are presented below in Table 4 for the two residential sites (Exhibit 2). These sites represent worst case locations at the residential boundary near the site. The source noise levels have been adjusted for distance and noise banier effects. Since the dryerlblower and and coin operated vacuums can operate a significant portion of the time and are relatively constant while operating, they can be considered as Leq noise levels. . . - . estre Greve Associates Unocal Car Wash Page 5 Table 4 POTENTIAL CAR WASH NOISE LEVELS ON ADJACENT LAND USES - NO MITIGATION Source Noise Level (Leq dB A) Site 1 Blower/dryer Vacuums Total Noise Criteria 68.4 44.9 68.4 60.0 Site 2 Blower/dryer Vacuums Total Noise Criteria 58.9 41.7 59.0 60.0 Site I is substantially over the noise criteria, and would clearly result in a violation of the noise ordinance. Site I is near the exit end of the car wash. Site 2 is less than I dBA below the criteria limit and is within the estimation error. Therefore, mitigation measures are recommended below that address both Sites I and 2. 4.0 MITIGATION MEASURES Mitigation measures are recommended below. I) A masonry tunnel wall at the exit of the car wash tunnel should be constructed at a height of 9.5 feet and extend for 28 feet past the exit of the tunnel (to the transformer pad). At the entrance end of the tunnel, a soundwall of 7 feet is recommended and should extend east for 21 feet and stop at the east edge of the kiosk. A schematic of these walls are shown on Exhibit 3. The walls should be constructed of a masonry block. 2) The coin operated vacuum should be located at the front of parking space #4. 3) To remain consistent with this analysis, the hours of operation should be restricted to 8 a.m. to 7 p.m. Additionally, the dryer used should be a Worldwide Dryerwith silencer kit or similar, with a noise rating of 83 dBA at 5 feet or less. With these mitigations in place, the noise levels at the nearby residential areas will be substantia11y reduced. Table 5 shows the noise levels projected for each of the assessed receptor sites. These noise levels are compared to the noise criteria levels determined and explained previously in the report. In each case the resulting noise levels will be less than the noise criteria, and it projected ~- _/ --- --------- .::----- '2>O~\\~," ~~ ~.... ~\\&.66' ",~~,'d'''' ." ..- ):.-- ~ ;\. ~ 5. i < 5'::! ,,:..:r ~~~ :o.,X-o: \ ~~ Ji---:----- ~ -- ..-- -- E:: ~ ~ C"\ v p- G'_t.-~~ _/ _.~.-;;".'--- to') en .~ :::::: ~ ~ .;:: ~ ~ '\:) ~ ;::: o CI') "'-' o ~ o .- ~ ~ U o ~ -'-- < --\- - -~- ~ z ~r \ .' :.' ~ o .- - c:<$ u .3 - ca ~ ~ ::I o C'.) o ~ , " I i 01 z :5 ~! 0... c' \\\ \. \ \ \ \,\ " , \\" \ \ \\ \', " 1.\\ \ \ '. \.'~ ',i:' '1\ ,,- {\J\~ ....\'. ' ~\' .( > t w ,~ (/) ~ I I ? 4 -. ., , .'\'\ '. , " ., ;.0.\.,..... ~\~~ a ~- . .~ ......... c:<$ n\ .5 \..)0) ~ .~ ~ ,~.,r '0 . ~ ~ -' ::I o C'.) !:J ,.. "<: iJ c:: ~ "<: !;: '" '" " '" !>: ,.. '" ~ - _estre Greve Associates Unocal Car Wash Page 6 that the project will comply with the noise ordinance. Table 5 CAR WASH NOISE LEVELS ON ADJACENT LAND USES WITH MITIGATION Source Noise Level (Leq dB A) Site 1 Blower/dryer Vacuums Total Noise Criteria. 58.0 44.9 58.2 60.0 Site 2 Blower/dryer Vacuums Total Noise Criteria 51.7 41.7 52.1 60.0 ATTACHMENT 6 DISCLOSURE STATEMENT TI-IE ell Y OF CHULA VISTA DIsansURE ST" .EMENT You arc required to file a Statement of Disclosure of certain ownership or financial interests, payments, or campaign contrillutions, on all mailers which will require discretionary aClion on the part of the City Council, Planning Commission, and all olher official bodies. The following informalion must be disclosed: 1. USI Ihe names of all persons having a financial interest in the property which is Ihe sulljeet of Ihe applicalion or Ihe contract, e.g., owner, applicant, contraelor, subcontractor, material supplier. UNION OIL CO. OF CALIF., dba UNOCAL 2, If any person' identified pursuant to (1) above is a corporation or partnership, lisllhe names of all individuals owning more Ihan 10% of Ihe shares in the corporalion or owning any partnership interesl in Ihe partnership, NONE 3. If any person' identified pursuant 10 (1) above is non-profil organi7..ation or a truSl, lisl Ihe names of any person serving as director of Ihe non-profit organization or as trustee or benenciary or trustor of the trust. NOT APPLICABLE 4. Have you had more than $250 worth of business Iransacted with any member of Ihe Cily staff, Boards, Commissions, Commiuees, and Council within the past Iwelve months? Yes_ No...x. If yes, please indicatc person(s): _ 5. Please identify each and every person, including any agents, employees, consultants, or independenl contractors who you have assigned to represent you before Ihe City in Ihis mailer. SCOTT PEOTTER, UNOCAL AGENT (714) 250-7117 A.C. ATHERTON, H&N ARCHITECT (714) 567-2440 6. Have you and/or your officers or agents, in the aggregale, contributed more Ihan S 1 ,000 to a CouneiImember in the currenl or preceding election period? Yes_.No V If yes, Slale which Councilmember(s): . · . (NOTE: Date: PHILLIP DEDGE Print or Iype name of contractor/applicant . P"Sj)fI i.J defined as: "Afty individual, [inn. co-ptJrtrlf:rship. lvi/II venture, o.s.sodalion, social club, frQlmUJI orgtJIIWJ,io,&, corporatioll, Ulalt, I1Wt, recd~. 'yndicate, tJais alld atl)' oUler COU11/)'. ciry alld COLUII1)', ciry mWJicipaUty, district, or orllt:' poliu'co/ subdivuio,.. OT OJI)' Oilier group or cOtnbuUJtiml acullg AI Q waiL"