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Home My WebLink AboutPlanning Comm Reports/1992/01/08 (7) City Planning Commission Agenda Item for Meeting of January 8, 1992 Page 1 6. PUBLIC HEARING: Condit i ona 1 Use Permit PCC-91-24: reouest to redevelop service station and add mini-market and car wash at 1498 Melrose Avenue - Texaco Refinino and Marketino, Inc. A. BACKGROUND The proposal is to redevelop and upgrade an existing service station site into a self-service gas facility with mini-market and car wash at 1498 Melrose Avenue in the C-N Neighborhood Commercial zone. The property is located at the northwest corner of Melrose and Orange Avenues. The consideration of this item is contingent upon the Commission's support for the previous item on the agenda -- an amendment to the Municipal Code to allow for the consideration of car washes in the C-N zone by conditional use permit. A proposed condition of approval provides that the conditional use permit would not become effective until the amendment to the Mun i ci pa 1 Code becomes effect i ve on the 31st day following it's second reading by the City Council (Ref. PCA-91-02). The Environmental Review Coordinator conducted an Initial Study, IS-91-22, of potential environmental impacts associated with the implementation of the project. Based on the attached Initial Study and comments thereon, if any, the Coordi nator has concl uded that, although there is the potent i a 1 for s i gni fi cant envi ronmenta 1 impacts, there wi 11 be no significant environmental impacts due to required mitigation measures, and recommends adoption of the Mitigated Negative Declaration issued on IS-91-22. On September 23, 1991, the Design Review Committee voted 3-1 to approve the project design. B. RECOMMENDATION Based on the Initial Study and comments on the Initial Mitigated Negative Declaration, find that this project will significant environmental impacts and adopt the Mitigated Declaration issued on IS-91-22. Study and have no Negative Based on findings contained in Section "E" of this report, adopt a motion to approve the request, PCC-91-24, subject to the following conditions: 1. The cond it i ona 1 use permit shall not become effective if or unt i 1 the companion amendment, PCA-91-02, becomes effective on the 31st day after its second reading by the City Council. 2. The appl i cant and successors in interest shall be respons i bl e for repairing any water damage to public improvements resulting from the operat i on of the car wash. Fail ure to accept said respons i bil ity shall be cause for this permit to be reviewed by the City for additional conditions or revocation. City Planning Commission Agenda Items for Meeting of January 8, 1992 Page 2 3. The proposal shall comply with the plan approved by the Design Review Committee (Ref. DRC-92-01). 4. The car wash facility shall not be in operation between the hours of 10:00 p.m. and 7:00 a.m. on weekdays and 10 p.m. and 8;00 a.m. on weekends. 5. The car wash facility shall use the noise reduction equipment package as outlined in the Colia Acoustical Report, May 16, 1991. 6. A soil s invest i gat i on shall be conducted, and a summari zi ng soil s report shall be prepared by a qual ified soi 1 s consultant prior to the issuance of a building permit. 7. All remedi a 1 gradi ng on site shall be performed in accordance with the soils report prepared for the site; and to the grading standards of the City of Chula Vista. 8. The project design shall comply with the seismic design requirements of the Uniform Building Code or the Structural Engineers Association of California, to the satisfaction of the City Engineer and/or Building Official. 9. Fire Department permits shall be obtained for the removal of underground fuel tanks, i nsta 11 at i on of fuel tanks and for related piping and dispenser installation. 10. The Fire Department shall inspect and approve the fuel tank removal and installation of fuel tanks and associated piping and dispenser lines. 11. All provisions outlined in the Uniform Fire Code, Article 79, Division IX shall apply to this project. 12. The applicant shall agree to no net increase in water consumption or participate in whatever water conservation or fee offset program the City of Chula Vista has in effect at the time of building permit issuance. 13. Install at i on of low flow toi 1 ets, faucet aerators, hot water pi pe insulation and pressure reducing valves will be required. 14. Water conservi ng i rrigat i on systems, drought tol erant 1 andscapi ng, and water conserving grading/construction practices will be required. 15. To the extent feasible, reclaimed water shall be used for all car wash operations. 16. A seven (7) foot street dedication will be required along the length of Orange Avenue to the satisfaction of the City Engineer. City Planning Commission Agenda Items for Meeting of January 8, 1992 Page 3 17. A six (6) foot street dedication will be required along the length of Melrose Avenue to the satisfaction of the City Engineer. 18. A school fee of $.26 per square foot shall be paid. 19. This permit 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 permittee and after the City has given to the permittee the right to be heard with regard thereto. However, the City, in exercising this reserved right/condition, may not impose a substant i a 1 expense or depri ve Permittee of a substant i a 1 revenue source whi ch the Permittee cannot, in the normal ope rat i on of the use permitted, be expected to economically recover. C. DISCUSSION Adiacent zoninQ and land use North South East West C-N R-l C-N C-N Commercial center Single family dwellings Commercial Commercial center ExistinQ site characteristics The project site consists of an existing service station on 0.92 acres at the northwest corner of Melrose and Orange Avenues. The property is bounded on the north and west by the Orange Village Plaza Shopping Center. Commercial uses are located to the east across Melrose Avenue, with single family dwell ings to the south and southeast across Orange Avenue. Proposed use The proposal is to remove the existing structure and pumps, and construct an 1,800 sq. ft. mini-market with two adjoining self-serve gas dispenser islands and a 750 sq. ft. automated car wash structure. The mini-market and gas pumps woul d be located in the central port i on of the site. The car wash is proposed at the northerly boundary abutting the shopping center parking lot. D. ANALYSIS As noted above, the approval of the car wash component of the proposal is contingent upon an amendment to the Municipal Code to conditionally allow car washes in the C-N Neighborhood Commercial zone. In terms of design, the new mini-market and car wash structures as well as additional landscaping and enhanced paving, will significantly upgrade the appearance City Planning Commission Agenda Items for Meeting of January 8, 1992 Page 4 of the property. Design elements have been incorporated into the project in order to 1 ink the architecture with the recently remodeled shopping center which adjoins the site on the north and west. The City's noise standards limit exterior daytime noise levels (7:00 a.m. to 10:00 p.m. weekdays, and 8:00 a.m. to 10:00 p.m. weekends) to 55 dBA and 65 dBA for res i dent i a 1 and commerci a 1 receptors respect i vely. These levels drop to 45 dBA and 60 dBA during nighttime hours (10:00 p.m. to 7:00 a.m. weekdays, and 10:00 p.m. to 8:00 a.m. weekends). Further, if the existing ambient noise level is higher than the otherwise appl icable standard, it becomes the standard. A noise study by Colia Acoustical Consultants (May, 1991) indicates that the existing maximum ambient noise level is 57.5 dBA. Since this is higher than the City's standards for res i dent i a 1 receptors, the 57.5 dBA becomes the standard for this site. As noted in the study, the worst case condition from noise generated by the car wash is projected to be 56.3 dBA for the res ident i a 1 receptors to the east. Si nce thi s is 1 ess than 57.5 dBA, the car wash will meet the City's daytime standard. The facility shall not be allowed to operate during the nighttime period since it would exceed the City's standard for that time period. The fo 11 owi ng comments have been submitted by the Engi neeri ng and Fi re Departments: 1. Sewer, development impact, and traffic signal fees will be assessed when the building permit is issued. 2. A construct ion permi t wi 11 be requi red for any work performed in the street right-of-way. 3. Public improvements to include, but not limited to: a. A sidewalk ramp b. Driveway approach c. Curb, gutter and sidewalk d. Street widening e. Striping and signal loops f. Signal and wiring replacement (Traffic Engineering Comments on Attached Sheet) 4. Improvement plan 5. Street Dedication 6. Increase di stance from car wash to street, i nsta 11 dryer, and possibly require half-width paving of Melrose with P.C.C. City Planning Commission Agenda Items for Meeting of January 8, 1992 Page 5 7. Fire Department permits required for fuel tank removal, installation, and for related piping and dispensers. 8. Fire Department inspections of item #1 above required. 9. Provisions of UFC, Article 79, Division IX shall apply (1988). E. FINDINGS 1 . That the proposed use at the 1 ocat ion is necessary or des i rab 1 e to provide a service or facility which will contribute to the general well being of the neighborhood or the community. The proposed self-serve gas, mini-market, and car wash facility will serve the needs of the residents in the surrounding area. 2. 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 proposal will upgrade the appearance of the site and comply with the City's noise standards. 3. That the proposed use will comply with the regulations and conditions specified in the code for such use. The project will be required to comply with all appl icable codes, conditions and regulations prior to the issuance of development permits. 4. 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 th i s permit as condit i oned is cons i stent wi th City policies and plans. 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'" " !i~@ , - '. .11' '. ~- ,.', 'C ~. ,- ".~ ',,',~.;, ,I"., ~ @ I, 11'11 I 1'1 illl,l, ~ diLl iii~iijl 11111 iiJla!1I ", ~ S ..: I ~J -@ ~ ~I @ ~ I ~! ~ r ! ~ h th ~ ! P . ~~ ! ~,~ ~ ~' @@@@@ @ . ~ .i I I!:: ~ - --- -- It __J! -"- "0 111111 i !it @I - ! H~~ 1- : !il, (i) I I ~l ~ ~."" .If-.f """ .'hO' --- ./>>'-.a/\.""", ..""\O~ -- ~ ~ ~ ~ ~~ ~~ ~, @'.@ ^ @ .t-.c "'~ - - ~ ~ ~~ :rh@ -' @ . " . / '- /' ,@ @ ~ j n n "-"'--~-"d .Q--;i' .~..~ .I'r-,e, 'fl II!I"I '!i5iL! CD i,- I; I' .= i lIll', I~ I!!! I i ,~ iP.i I II !~ hI! ,-.. I. I 'I'ij/ll: !./!i'll I. I''I/''j I 9;: i .i1,,!I, I !I !I I il':~I;;1 I !III iiJla!/I ~! i I ~ ! ~~ ~ ~ H d~ I n d :~ I I I I J 8@@@@ - II ~j : ~f, @! 18i<T1' Ll!L1 M, (j) I Ii ~d ~ ,-....;\.......~ -~, -- ._--~~_.~- -~--~ ri-~-_U- I--~~~-~--l; III I!! I ;!! ! ~5h, , Ii Ill";" '1 ~ _____ U lC::> · '~~ir I ! !. "I \! j !1 ~i~1 ~ c:::> I j \ \ e ~~ <, ~ . . L I I ~ /~ ~I t-d I ~I i ~.........--------- ~ ~ i -. I~ I!I! II ~~ I:, ........n " .1-$' ;; ili! ~. H' .~--011 j~ II.! ,0 ,~ ,~ , I jjr' 'h' ~ "1'/ ! n i ~ I, '" !~ , II jl!' I '" , g gsi I H: I !llln . ) ~ ~ . il.rl~ \ !" H I j'~jli z 1 ~; 11111 Ii I ;. ~ ~ ;; ~, ~ ~ H 1I ~ i ~ i ..II--.~ ......l ~ ~ ~, . . @ @ @ @@ @ I ! ! , ! I < I I II I I !, I I I I t 10 , I I Ii ! I I i I ~ ~ , , , , @@@@@ .-."~...._-. .~, - - \\ \\ .. - - . , " \\ \\ ' ------- -., , \\ , \\ ' , t ~ ~ !i ~; . , U ~! ~t , . . I i I 8 J)-." ~ J<I). """ "IWII ><>tIO<Jr1"""""",, negative declaration PROJECT NAME: Texaco Service Station PROJECT lOCATION: 1498 Melrose Avenue Chula Vista, California (APN: 624-080-09) PROJECT APPLICANT: Dave Mattson Texaco Refining and Marketing, Inc. CASE NO: IS-91-22 DATE: June 13, 1991 A. Proiect Settino The proposed project consists of the remodeling of an existing automotive servi ce stat ion, i ncl udi ng the construct i on of two one story buil di ngs plus a canopied area on a 39,620 square foot site within the City of Chula Vista. The existing building and pumps will be removed to make room for the new construction. The proposed buildings would be used for an automated drive through car wash facility and a food mart. The area under the canopy woul d be used for gas pump islands. Th i s site is located at the northwest corner of the intersect i on of Melrose Avenue and Orange Avenue west of Interstate 805. Surrounding land uses to the north, east and west of the site are commercial, and to the south of the site are single family residences. B. Proiect DescriDtion The proposed project would consist of the reconstruction of an existing service station with the addition of a 745 square foot car wash facility and the i ncl us i on of ai, 800 square foot food mart. The project des i gn includes a canopy area which would cover 4,544 square feet. The construction would include the removal of existing underground gasoline storage tanks and the placement of four new underground tanks onsite. A tota 1 of 12 ons ite parki ng spaces woul d be provi ded. Primary access to the site is from Melrose and Orange Avenues. The existing buil~ing, which houses repair bays, wi 11 be removed and a food mart buil di ng constructed partially in the area where the building is currently located. C. ComDatibilitv with Zonino and Plans The Chul a Vi sta General Pl an des i gnates the subject site as Commerci a 1 Retail. The zoning is CN. The proposed service station is in conformance with this zoning and the General Plan. Surrounding zoning is CN to the north, east and west and R-l to the south. Surrounding General Plan designations are Commercial-Retail to the north, east and west and low-Medium Residential to the south. city of chula vista planning department environmental review I.ctlon ~If? -.- ......-...;~~ ~......._- --- CI1Y OF (HULA VISTA -2- D. ComDliance with the Threshold/Standards Policv 1. Fi re/EMS The Threshold/Standards Policy requires that fire and emergency medical units must be able to respond throughout the City to calls within seven minutes or less in 85% of the cases and within five mi nutes or 1 ess in 75% of the cases. The City of Chul a Vi sta has indicated that the nearest fire station is 0.75 miles away and would be associated with a 4 minute response time. This is an acceptable response time therefore the project is in conformance with this thresho 1 d standard. The City Fi re Department Bureau of Fi re Prevention has made the following recommendations which shall be adhered to in order to further enhance public safety: 1) Fi re Department permits shall be obtained for the removal of underground fuel tanks, installation of fuel tanks and for related piping and dispenser installation. 2) The Fire Department shall inspect and approve the fuel tank removal and installation of fuel tanks and associated piping and dispenser lines. 3) All provisions outlined in the Uniform Fire Code, Article 79, Division IX shall apply to this project. 2. Pol ice The Threshold/Standard Policy requires that police units be able to respond to 84% of Priority 1 calls within seven minutes or less and maintain an average response time to all Priority 1 calls of 4.5 minutes or less. Pol ice units must respond to 62% 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 Police Department has indicated that there is no problem regarding the adequate servicing of the project site. Therefore, the project is considered to be compatible with the City's policy. 3. Traffic The Threshold/Standard Policy requires that all intersections operate at a level of Service (lOS) "CO or better, with the exception that LOS "D" may occur duri ng the peak two hours of the day at signal i zed intersections. Intersections west of I-80S are not to operate at a lOS below thei r 1987 LOS. No intersect i on may reach LOS "F" duri ng the average weekday peak hour. Intersections of arterials with freeway ramps are exempted. An estimated 900 average daily trips are expected to be generated by the project. Primary access to the proposed project site is via Me 1 rose Avenue and Orange Avenue. Exi st i ng Average Daily Traffi c (ADT) values are estimated to be 8,095 on Melrose Avenue and 19,785 -3- on Orange Avenue. Upon completion of the proposed project the ADT values are expected to be 8995 for Melrose Avenue and 20,685 for Orange Avenue. Both these primary access roads currently operate with LOS of "A". The est i mated lOS on both Melrose and Orange Avenues, after project completion, would continue to be "A". In order to comply with adopted City plans and policies additional width will be required on both Melrose Avenue and Orange Avenue for street widening. Street dedication will be required. 4. Park/Recreation The Threshold/Standards Pol icy for Parks and Recreat i on is 3 acres/I, 000 population. The proposed project is a commercial development and as such would not effect area parks. Therefore the 'project compl ies with this threshold standard. 5. Drainage The Threshold/Standard Pol icy requi res that water flows and vol umes must not exceed City engineering standards. Individual projects will provide necessary improvements consistent with the Drainage Master Plan(s) and City Engineering Standards. Existing off-site drainage facilities located on the north side of Orange Avenue are adequate to serve the proposed project. The proposed project is compatible with the City's policy. 6. Sewer The Threshold/Standard Pol icy requires that sewage flows and volumes must not exceed City engineering standards. Individual projects will provide necessary improvements cons i stent with the Sewer Master Pl an (s) and City Engi neeri ng Standards. The proposed project coul d generate an estimated 102 pounds per day of sol id waste and an estimated 2,650 gallons per day of liquid waste which would be served by the 8-inch sewer line in Melrose Avenue and the 8-inch sewer line in Orange Avenue. These lines are adequate to serve the proposed project and the project would comply with established threshold standards. 7. Water The Threshold/Standards Pol icy requires 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. Water service is already available to the project site. The current drought situation has resulted in a City pol icy of no net increases in water consumption. Because the proposed project involves a car wash which would create a significant demand on water resources, in order to comply with City threshold standards, the following mitigation measures will be required: -4- 1) The appl icant hereby agrees to participate in whatever water conservation, no net increases in water consumption, or fee- off-set program the City of Chula Vista has in effect at the time of building permit issuance. 2) Insta 11 at i on of low fl ow toi 1 ets, faucet aerators, hot water pipe insulation and pressure reducing valves will be required. 3) Water conservi ng i rrigat i on systems, drought tol erant landscaping, and water conserving grading/construction practices will be required. 4) To the extent feasible, reclaimed water shall be used for car wash operations. E. Identification of Environmental Effects An Initial Study conducted by the City of Chula Vista determined that although the proposed project could have one or more significant environmental effects, subsequent revisions in the project design have implemented specific mitigation measures to reduce these effects to a level of less than significant. The project, as revised, now avoids or mitigates the potentially significant environmental effects previously identified, and the preparat i on of an Envi ronmenta 1 Impact Report will not be requ ired. A Mitigated Negative Declaration has been prepared in accordance with Section 15070 of the State CEQA Guidelines. Specific mitigation measures have also been set forth in the Mit i gat i on Monitori ng Program whi ch is attached. The fo 11 owi ng impacts have been determi ned to be potent i ally s i gnifi cant and are required to be mitigated to a level of less than significant. Noise An ~oustical evaluation of the project site was conducted by Colia Acoust i ca 1 Consultants. Thei r eva 1 uat i on and report i dent i fi ed potent i a 1 noise impacts to the site and evaluated potential project generated noise. On site noise measurements indicated that maximum, existing day time noise levels are 57.5 db which does not exceed the City's allowable daytime criteria of 65 db for commercial uses and receptors. A noise analysis was conducted at a similar type of car wash facility in order to estimate noise levels for the proposed car wash. The projected noi se 1 evel s for the car wash vari ed withi n the site, however, the worst case noise level is projected to be 56.3 db. In the commercial zones, the maximum noise level is 65 db for daytime. The receptors for the proposed car wash are residential and commercial uses. The maximum daytime noise level for single family residential zones is 55 db. As stated above, the -5- existing daytime noise level on site is 57.5 db which exceeds the City's standard of 55 db for residential receptors. In accordance with City standards, the proposed car wash shall not exceed the existing noise level of 57.5 db. The projected worse case noise level of 56.3 db meets the City's criteria. Therefore, no noise screening will be necessary. The car wash noise levels will exceed City standards of 45 db for the nighttime period (10 P.M. to 7 A.M.) weekdays and 10 P.M. to 8 A.M. weekends) at single family dwellings. The following mitigations will ensure that the City noise standards shall be adhered to: Mitiqation: 1) The car wash facil ity shall not be operated between the hours of 10:00 p.m. and 7:00 a.m. weekdays and 10:00 p.m. to 8:00 a.m. on weekends. 2) The car wash facil ity shall use the noise reduction equipment package as outlined in the Colia Acoustical Report. Soil s An in i t i a 1 soil s invest i gat ion shall be conducted on site pri or to the onset of grading operations. The survey should determine if there are any adverse soil or geologic conditions existing on the site. Any and all site preparation recommendations outlined by this report shall be adhered to during grading operations. Potential impacts from ground shaking exists from activity on major active faults in the region. Compliance to the seismic design requirements of the Uniform Building Code or the Structural Engineers Association of Cal ifornia will reduce these potential impacts to a level of less than significant. Mitiqation: 1) A soils investigation shall be conducted, and a sUmmarlZlng soils report shall be prepared by a qualified soils consultant prior to the issuance of a building permit. 2) All remedi al grading on site shall be performed in accordance with the soils report prepared for the site; and to the grading standards of the City of Chula Vista. 3) The project design shall comply with the seismic design requirements of the Uniform Building Code or the Structural Engineers Association of California, to the satisfaction of the City Engineer and/or Building Official. -6- Fire Protection The City Fire department has indicated that emergency response time to this site is acceptabl e. However, because the project i nvo 1 ves the removal and installation of potentially hazardous materials the following suggestions were made by the Bureau of Fi re Prevention. These mit igat i on measures shall be adhered to. MitiQation: 1) Fi re Department permi ts shall be obtai ned for the removal of underground fuel tanks, installation of fuel tanks and for related piping and dispenser installation. 2) The Fire Department shall inspect and approve the fuel tank removal and installation of fuel tanks and associated piping and dispenser lines. 3) All provisions outlined in the Uniform Fire Code, Article 79, Division IX shall apply to this project. Water The current drought situation has resulted in a City policy of no net increases in water consumption. This project involves a car wash which would create a significant demand on water resources. The use of recl aimed water shall be required for the car wash when it becomes feasible to do so. At the present time recl amat i on is not a good opt i on due to health concerns. In order to comply with City threshold standards, the following mitigation measures will be required: MitiQation: 1) The applicant hereby agrees to participate in whatever water conservation, no net increases in water consumption, or fee-off-set program the City of Chula Vista has in effect at the time of building permit issuance. 2) Installation of low flow toilets, faucet aerators, hot water pipe insulation and pressure reducing valves will be required. 3) Water conserving irrigation systems, drought tolerant landscaping, and water conserving grading/construction practices will be required. 4) To the extent feasible, reclaimed water shall be used for all car wash operations. Street Dedication Both Melrose Avenue and Orange Avenue which abut the proposed project are in need of widening. Melrose Avenue is in need of six (6) feet more right of way and Orange Avenue is in need of seven (7) feet more right of way. The following mitigations will be required: -7- MitiQation: 1) A seven (7) foot dedication will be required along the length of Orange Avenue to the satisfaction of the City Engineer. 2) A six (6) foot dedication will be required along the length of Melrose Avenue to the satisfaction of the City Engineer. Schools Area school s are currently overcrowded. A 1 ink between non-resi dent i al projects and school impacts has been well established. It has been found that commercial projects which provide employment opportunities can gene:.ate students to area schools. Because of this link and in order to assist in providing school facilities, developer fees will be imposed. MitiQation A fee of $ .26 per square foot shall be paid. F. MitiQation necessarv to avoid siQnificant effects Mit i gat i on measures have been incorporated into the project desi gn and have been made conditions of project approval, as well as requirements of the attached Mitigation Monitoring Program. 1. The car wash facility shall not be in operation between the hours of 10:00 p.m. and 7:00 a.m. 2. The car wash facility shall use the noise reduction equipment package as outlined in the Colia Acoustical Report, May 16, 1991. 3. A soils investigation shall be conducted, and a summarizing soils report shall be prepared by a qualified soils consultant prior to the issuance of a building permit. 4. All remedial grading on site shall be performed in accordance with the soils report prepared for the site; and to the grading standards of the City of Chula Vista. 5. The proJect design shall comply with the seismic design requirements of the Uniform Building Code or the Structural Engineers Association of California, to the satisfaction of the City Engineer and/or Building Official. 6. Fire Department permits shall be obtained for the removal of underground fuel tanks, i nsta 11 at i on of fuel tanks and for rel ated piping and dispenser installation. -8- 7. The Fi re Department shall inspect and approve the fuel tank removal and installation of fuel tanks and associated piping and dispenser lines. 8. All provisions outlined in the Uniform Fire Code, Article 79, Division IX shall apply to this project. 9. The app 1 i cant hereby agrees conservation, no net increases program the City of Chula Vista permit issuance. to participate in whatever water in water consumption, or fee-off-set has in effect at the time of building 10. Installation of low flow toilets, faucet aerators, hot water pipe insulation and pressure reducing valves will be required. 11. Water conserving irrigation systems, drought tolerant landscaping, and water conserving grading/construction practices will be required. 12. To the extent feasible, reclaimed water shall be used for all cash wash operations. 13. A seven (7) foot street dedication will be required along the length of Orange Avenue to the satisfaction of the City Engineer., 14. A six (6) foot street dedication will be required along the length of Melrose Avenue to the satisfaction of the City Engineer. 15. A school fee of $ .26 per square foot shall be paid. G. FindinQs of InsiQnificant ImDacts Based on the following findings, it is determined that the project described above will not have a significant environmental impact and no environmental impact report needs to be prepared. 1. The project has the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wil dl i fe speci es, cause fi sh or wi 1 dl i fe popul at i on to drop below self-sustaining levels, threaten 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 of California history or prehistory. The project is proposed for a site which has already been graded and covered. The site is not in a natural or semi-natural state and has no potential to effect endangered species or habitats. -9- 2. The project has the potent i alto achi eve short-term envi ronmenta 1 goals to the disadvantage of long-term environmental goals. The project is consistent with the General Plan and zoning. The project will not achieve any short-term goals to the disadvantage of long-term goals because the long term goals would be achieved through compl i ance to the City's threshol d standards and site preparation standards. 3. The project has possible effects which are individually limited but cumulatively considerable. As used in the subsection, "cumulatively considerable" means that the incremental effects of an individual project are considerable when viewed in connection with the effects of past projects, the effect of other current projects, and the effects of probable future projects. Although the project would create cumulative impacts, such as temporary noise related impacts related to construction activities, these impacts are short-term and are not considered significant, since they would occur during the construction phase of the project. The impacts to the surrounding community will be incremental and the improvements will not cause significant growth in the surrounding community. There is no s i gni fi cant growth inducement nor cumul at i ve impact associated with this project, provided that the city standards are complied with. 4. The environmental effects of the project will cause substantial adverse effects on human beings, either directly or indirectly. The project woul d have the potent i alto cause adverse effects on human beings, because the project involves the storage and use of a hazardous material, gasoline. The project could result in the re 1 ease of a hazardous substance in the event of ground shaki ng. Because of this potential hazard it is important that recommendations outl ined by the City fire Department and Uniform Building Code, for Seismic safety be adhered to. H. Consultation Individuals and OrQanizations City of Chula Vista: Marilyn R. F. ponseggi, Environmental Consultant Maryann Miller, Environmental Consultant Roger Daoust, Senior Civil Engineer Marty Schmidt, Parks and Recreation Alex Saucedo, Building and Housing Steve Griffin, Advanced Planning Carol Gove, Fire Marshal Keith Hawkins, Police Department -10- Sweetwater Union High School District: Thomas Silva Chula Vista School District: Kate Shurson Applicant Agent: 2. Documents Chula Vista General Plan (1989) Title 19, Chula Vista Municipal Code Colia Acoustical Report (1991) This determination, that the project will not have any significant environmental impact, is based on the attached Initial Study, any comments on the Initial Study and any comments on ,this Negative Declaration. Further i nformat i on regardi ng the envi ronmenta 1 revi ew of the project is available from the Chula Vista Planning Department, 276 Fourth Avenue, Chula Vista, California 92010. ~CUWcf, ~ Douglas D. Reid (~) Environmental Consultant EN 6 (Rev. 3/88) WPC 9705P A. BACKGROUNO INITIAL STUOY City of Chula Vista Application Form ~UK UFFICE U~E Case No. /.:5 - 7/- ~3 ~ _su-~' - -7).C' -Ra-f' Recei pt No. .7/..;;J,sj Date Rec'd //--y:>-9c:- Accepted by ~~. Project No. .FA' 'O4.\' 1. PROJECT TITLE Texaco 5.5. #61-250-0082 2. PROJECT lOCATION (Street address or descri pti on) 1498 Mel ro,;p AVpnlle Chula Vista, CA Assessors Book, Page & Parcel No. 624-080-09 3. BRIEF PROJECT OESCRIPTION Reconstruct existing service station with Food Mart, canopy and automated drive-through Car Wash. Food Mart will sell items such as sodas. candy, cig., beer 4 N f A 1. t T R f" & k . At tn: & wine . ame 0 pp lean exaco e lnlng Mar etlng Inc, - n,,,,p MRttson Address 9966 S;m Di PEO Mi ,;,;i on RORn Phone 619/283-7376 City San Diego State CA Zip 9210~LLIl: 5. Name of Pre parer/Agent Fred Fiedler & AssociRte,; - PRtri ck Fi edler Address 2322 W. Third Street Phone 213/381-7891 City Los Angeles State CA Zip 900')7 Relation to Applicant Agent 6. Indicate all permits or approvals and enclosures or documents required by the Environmental Review Coordinator. a. Permits or approvals required: Genera 1 Pl an Revi s i on Rezoning/Prezoning Precise Plan --- Specific Plan -X- Condo Use Permit --- Vari ance Design Review Committee Tentative Subd. Map --1l Grading Permit Tentative Parcel --- Site Plan & Arch. Other Public Project --- Annexation --- Design Review Board Map --- Redevelopment Agency Review --- b. Enclosures or documents (as required by the Environmental Review Coordinator). Location Map Grading Plan X Si te Pl an --- Parcel Map --- Precise Plan --- Specific Plan --- Other Agency Permit or Approvals Required Ell 3 (Rev. 12/82) Arch. Elevations landscape Plans Photos of Site & --- Setting Tentative Subd. Map Improvement Plans Soil s Report Eng. Geology Report --- Hydrological Study --- Biological Study --- Archaeological Survey --- Noise Assessment --- Traffic Impact Report --- Other - ? - B. PROPOSED PROJECT 1. Land Area: sq. footage 39.620 or acreage 0.910 If land area to be dedicated, state acreage and purpose. 6' off Melrose Avenue and 2' off Orange Avenue 2. Complete this section if project is residential. N/A a. Type development: Single family Two family t1ul ti fami ly Townhouse Condomi ni um b. Number of structures and heights Number of Units: 1 bedroom 3 bedrooms 4 bedrooms c. 2 bedrooms Total units d. Gross density (DU/total acres) e. Net density (DU/total acres minus any dedication) f. Estimated project ropulation g. Estimated sale or rental price range h. Square footage of floor area(s) i. Percent of lot coverage by buildings or structures j. Number of on-site parking spaces to be provided k. Percent of site in road and paved surface 3. Complete this section if project is commercial or industrial. a. Type(s) of land use Service Station b. Floor area ta~dw~fit=1'~2g ~eight of structure(s) 20' c. Type of construction used in the structure Steel d. Describe major access points to the structures and the orientation to adjoining properties and streets Site abuts both Melrose Ave. & Orange Ave. e. Number of on-site parking spaces provided 12 f. Estimated number of employees per shift 2 , Number of shi fts 3 Total 6 g. Estimated number of customers (per day) and basis of estimate 400 entire facility/Marketing Analysis. - 3 - h. Estimated range of service area and basis of estimate 1-1/2 to 2 miles / Marketing Analysis i. Type/extent of operations not in enclosed buildings Auto fueling under canopy j. Hours of operation 24 hours k. Type of exterior lighting Yard }j~hts rind cAnopy lii:ht" 4. 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 C. PROJECT CHARACTERISTICS 1. If the project could result in the direct emission of any air pollutants, (hydrocarbons, sulfur, dust, etc.) identify them. Site has vapor recovery system. 2. Is any type of grading or excavation of the property anticipated Yes (If yes, complete the following:) a. Excludin9 trenches to be backfilled, how many cubic yards of earth will be excavated? 100 yards h. How many cubic yards of fill will be placed? 100 yards c. How much area (sq. ft. or acres) will be graded? 50% d. What will be the - Maximum depth of cut Average depth of cut Maximum depth of fill Average depth of fill Site is currently graded. Building pad will need to be adjusted for new size and location. - 4 - 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.) Air conditioning heaEinli'. cooling. All equipment to be powered by electr~c~ y. 4. Indicate the amount of natural open space that is part of the project (sq. ft. or acres) 5. If the project will result in any employment opportunities describe the nature and type of these jobs. Additional iobs for retail managers and clerks. 6. Will highly flammable or potentially explosive materials or substances be used or stored within the project site? Yes, gasoline stored underground. 7. How many estimated automobile trips, per day, will be generated by the project? Sta tion services exis ting traffic. 8. Describe (if any) off-site improvements necessary to implement the project, and their points of access or connection to the project site. Improvements i ncl ude but not 1 imited to the fo 11 owi ng: ne~1 streets; street widening; extension of gas, electric, and sewer lines; cut and fill slopes; and pedestrian and bicycle facilities. N/A - All off-site improvements are existing D. DESCRIPTION OF ENVIRONMENTAL SETTING 1. Geology Has a geology study been conducted on the property? No (If yes, please attach) Has a Soils Report on the project site been made? Not yet (If yes, please attach) 2. Hydrology Are any of the following features present on or adjacent to the site? (If yes, please explain in detail.) a. Is there any surface evidence of a shallow ground water table? No b. Are there any watercourses or drainage improvements on or adjacent to the site? No - 5 - c. Does runoff from the project site drain directly into or toward a domestic water supply, lake, reservoir or bay? No d. Could drainage from the site cause erosion or siltation to adjacent areas? No e. Describe all drainage facilities to be provided and their location. Existing drainage patterns wi 11 rem;,;n !'IS ; ~ 3. Noise a. Will there be any noise generated from the proposed project site or from points of access which may iMpact the surrounding or adjacent 1 and uses? Yes. Noise from Car Wash equipmen t. Car Wash Building is constructed of masonry w/concrete roof to mitigate any noise impact. 4. Biology a. Is the project site in a natural or partially natural state? No b. Indicate type, size and quantity of trees on the site and which (if any) will be removed by the project. N/A 5. Past Use of the Land a. Are there any known historical resources located on or near the project site? No b. Have there been any hazardous materials disposed of or stored on or near the project site? Yes. gasoline 6. Current Land Use a. Describe all structures and land uses currently existing on the project site. Site is currently developed with an outdated service station - 6 - b. Describe all structures and land uses currently existing on adjacent property. North Commercial South Commercial East Commerc~al West Commerc~al 7. Social a. Are there any residents on site? (If so, hO~f many?) No b. Are there any current employment opportunities on site? (If so, hO\~ many and ~Ihat type?) Yes, Service Station Operation Please provide any other information which could ex edite the evaluation of t e propose proJect. - 7 - E. CERTIFICATION I, c.}~ g C. Elston Texaco R ining & Marketin~ Owner/owner in escrow* Tnc . or ~-J~~ Patrick O. Fiedler Fred Fiedler & Associates or Consultant or Agent* 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 have been included in Parts B, C and D of this application for an Initial Study of possible environmental impact and any enclosures for attachments thereto. DATE: *If acting for a corporation, include capacity and company name. CITY OF CHUlA VISTA PARTY DISCLOSURE STATEMENT Statement of disclosure of certain ownership interests, payments, or campaign contributions, on all matters which will require discretionary action on the part of the City Council, Planning Commission, and all other official bodies. The following information must be disclosed: 1. list the names of all persons having a financial interest in the application, bid, contract, or proposal. I f real property is i nvo 1 ved, 1 i st the names of a 11 persons havi ng any ownership interest. 2. If any person identified pursuant to (l) above is a corporation or partnership, list_ the names of all individuals owning more than 10% of the shares in the corporation or owning any partnership interest in the partnership. 3. If any person identified pursuant to (l) above is a non-profit or9anization or a trust, list the names of any person serving as director of the non-profit or9anization or as trustee or beneficiary or trustor of the trust. 4. Have you or any person named in (l) above had more than $250 worth of business transacted with any member of City staff, Boards, Commissions, Committees and Council within the past twelve months? Yes No If yes, please indicate person(s) - - 5. Have you and/or your officers or agents, in the aggregate, contributed more than $1,000 to a Councilmember in the current or preceding election period? Yes No If yes, state which Councilmember(s): Person is defined as: "Any individual, firm, copartnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, this and any other county, city and county, city, municipality, district or other pol itical subdivision, or any other group or combination acting as a unit." (~: Attach additional pages as necessary.) Oate: Slgnature of contractor/applicant WPC 0701 P A-110 Print or type name of contractor/applicant is ~ '1- c.:.3.:' (' 'I , Lf c~' Iv' i !.' A I/c;'_ - 8 - Case No. /.5 - p/- c>:i-;) CITY DATA F. PLANNING DEPARTMENT 1. Current Zoning on site: North South East West c ^ . I,j ~/\: , /V (, /\/ Does the project conform to the current zoning? yes. 2. General Plan land use deslgnation on site: North South East West (: (rnrn<'!('.;<, / C, ,', "J. f, ( f", / I., (L' /~/T.(<. )- l"'lt;~-:'i/I(',-I/{-'/ ( I < - ,~ r : '. I::' i (' ~ -j ," , / Is the project compatible with the General Plan land Use Diagram? '1P'~ Is the project area designated for conservation or open space or adjacent to an area so desi gnated? -'v" Is the project located adjacent to any scenic routes? VlC> (If yes, describe the design techniques being used to protect or enhance the scenic quality of Chula Vista.) -- How many acres of developed of this project as ShOW? in General Pl an? N A I parkland are within the Park Service District the Parks and Recreation Element of the What is the current park/ ~creage requirements in the Park Service District? ~\ _~ .p, How many acres of parkland are necessary to serve the proposed project? (2AC/1000 pop.) N. / A . Does the project site provide access to or have the potential to provide access to any mineral resource? (If so, describe in detail.) t-J.e:> 0. 9 0. .;. Schools If the proposed project is residential, please complete the following: Current Capaci ty Students Generated From Project Schoo 1 Current Attendance Elementary Jr. Hi gh Sr. High N./A -_._._-----~---- --------------- 4. Aestheti cs ~ ~- Does the project contain features which could be construed to be at a variance from nearby features due to bulk, form, texture or color? (If so, please describe.) ~r{')~ r+ ~l.It\~,..tTh Af'O:;Jt-' \'"f'lh~ IA.) ------ _.._~.~._--- 5. Energy Consumption Provide the estimated consumption by the proposed sources: ::I 54 e; rc;i." r ?, 1" ~ ,r +(('1' Electricity (per year) Natural Gas (per year) ~Jater (per day) project of the following Cri I D ~o k.u)h{f~'" r ~Z~ ?~hfr;:~, j ;r:~t- 6. Remarks: '1'1J~-F:~~' b4J(?(J~~ Dlrec or 0 annlng or p~esentatlve {{Ii 0/1/ Da :'~.. ~, 4- r 1jI' Ys; -y'e:.; y - 10 - Case ~Jo. .::L5 D{f-~'::L G. ENGINEERING DEPARTMENT 1. Drainage a. Is the project site within a flood plain? . ND b. Will the project be subject to any existing flooding hazards? ~ c. Will the project create any flooding hazards? ND d. What is the location and description of existing on-site drainage facilities? NoNE e. Are they adequate to serve the project? ~ N.~. f. What is the location and description of existing 9,ff-site drainage facilities? Tf{t:fU;: IS AN INlEt -\:- ';)...'{ ~cf ~N TIff;: N, S/D~ of OMNG2E AV6, ~ ~3C>' 'TV TIfE WEst g. Are they adequate to serve the project? 'YE:S 2. Transportation a. What roads provide primary access to the project? Of!..AcrJ(;:E AVE, {. Nr;:;LR.O$~ Ave. b. What is the estimated number of one-way auto trips to be generated by the project (per day)? CJ ()c) c. What is the ADT and estimated level of service before and after project completion? Before After A.D.1. l.O.S. I 0( '7 g.c;- - 0 fUWrfE liVE. ~ ;,., c) cr S - ME"Lfi,CiSE A\/G:. _ A, - ()MtW"E: riVE. - ',,4 - MELf<oS-C AVE- ';I-() , G '8 5 3,~~,S d. Are the primary access roads adequate to serve the project? '('EO:> If not, explain briefly. e. ~ill it be necessary that.ad~itional dedication, widening and/~I~IN~ 1 mprovement be made to eXl stl ng streets? YES; .- ['>ij)iC(tTlNJ <'(. I . If so, specify the general nature of the necessary actlons. ~ 7' /VItAl: f'-,(),vV, IS "';cEDEJ> oN c)KArJG'E AVE. ~ G {j'v1.0fZt; i<:',(l,t,V, ,S Nr;.:~c-D ON MEL/'V)SE AVe. ':;;I~(j'{; A\J"E, ,vEED> ""'C' bE \.tv t DE/vEt> so' IF';c?Pt'-r;l~?- <t,. MfLICc SE. ;o,{{c'uL--D S:, E: (, i5 /'~.~ \/\..:rnr-:-,,,,,II~j) ('. .~'--' 'C7~,J,...,17J?)---?,l/.rr- ,I ,{,,'rv..'^:, ~~1L.,.',r,-:= ), ~ . .. . . . , - 11 - Case No. 3. Geology a. Is the project site subject to: Known or suspected fault hazards? l i quefacti on? ADD~E~t::J> ~ b. Landslide or slippage? Is an engineering geology report necessary to eva1{)uate the project? tV 4. Soils a. Are there any anticipated adverse soil conditions on the project site? UNkNDWN ~ ('10 SOU c:: f!..Efo;q- wA> if\}Q...t,)PEf) b. If yes, what are these adverse soil conditions? " , ' .. c. Is a soils report necessary? Y6S ~ ~) 5. land Form a. What is the average natural slope of the site? - ?,? 7') b. What is the maximum natural slope of the site? .' :',7 7" 6. Noise Are there any traffic-related noise levels impacting the site that are significant enough to justify that a noise analysis be required of the appl i cant? hiD ~.~:, " . ,.J." - 12 - Case No. 7. Air Qual ity If there is any direct or indirect automobile usage associated with this project, complete the following: Total Vehicle Tri ps Emission Grams of (per day) Factor Pollution CO qiJD X 118.3 = /oG,'t7u Hydrocarbons X 18.3 = Ie; ( 'f7D NOx (N02) ., X 20.0 = 19, doD Parti cul ates X 1.5 = 13':;0' Sul fur X .78 = 7,))..., 8. Waste Generation How much solid and liquid (sewage) proposed project per day? Sol id ! LJ d-- Lf:d~ DttY waste will be generated by the '2-/~S'O Liquid ~ c., f. ~. Ilhat is ~he location and siz~ of.e'li~Jing se~r lines on 9!. adjacent to the S1 te? EP.E. IS N /] vCJ !IV MELleD vc.,-f- 8" v'C.. 1 NUt; Are they adequate to serve the proposed project? ~E:;S: 9. Public Facilities/Resources Impact If the project could exceed the threshold of having any possible significant impact on the environment, please identify the public facilities/resources and/or hazards and describe the adverse impact. (Include any potential to attain and/or exceed the capacity of any public street, sewer, culvert, etc. serving the project area.) Remarks/necessary mitigation measures "ty ~JPm;;tot,,, I-0J/fd Date ' - 13 - Case No. /...5"77- -?a H. FIRE DEPARTMENT 1. What is the distance to the nearest fire station and what is the Fire Department's estimated reacti on time? 3/q I^':J J l.lE Sf V'QJAJ. . 2. Will the Fire Oepartment be able to provide an adequate level of fire protection for the proposed facil ity without an increase in equipment or personnel? ~~~ 3. Remarks S &n.r . c:; U {?IJTr 4rT ra~ N <L 1;:>' -i> LA-N C<Jf2/C..r$c T /0 .-J /~ fi/; dn-& (1~. Flre ars a / / '2 - /:l-9D Date CHUlA VISTA FIRE DEPARTMENT BUREAU OF FIRE PREVENTION PLAN CORRECTION SHEET .1'~ '9/-,12.. Address/Y~Y f11U-Li2v:;l.:JPlan File No. Checker Date/c1..-/;<~C;rJ Type Constr:-n'-N Occupancy.8~II!J'2. No. StoriesL Bldg. Area :J.J<= ) The following list does not necessarily include all errors and omissions. PROVIDE AND SHOW ON PLAN: 9 PII2..~ LJa,pA-~urJl:)vO- PL.~,'Y), 'T~ I2I.1?SJ.Ull'C..tJC\ fi!' () r< ,c u.. LX L TAN t<.. I? 1.:""'" .) II -4 L I Jo.J S r 4 L c...4 f74> eN . J) ,4 IV <<'1 fZo~ r2.G"L4TtrO f' tf~, ,y" A-10 v.'I DIS fJ~)J:3.ne...<;. . Z) r-::'d<$" ()~~LDVq-- IN.s: -'<.rc-rz...;J.vs lJ'F I Ti:I)v{ "" J A- r.3 iJ U v /2 t.5Q(.L<A.-<..rO . 3) (J/2(.),JtS/UNS Cf2 UFc.. A-t2...T/C.LU;- 7q DlvtJloAJ IX t ~ ~ )4.4,-,- -4 ppc.....y (, <) 8'ff) . FPB-29 -13(a)- Case No. /.5: :P/-c?~ H-1. PARKS & RECREATION DEPARTMENT 1. Are existing neighborhood and community parks near the project adequate to serve the population increase resulting from this project? Nei ghborhood NIt:.. Community parks NJ'~. 2. If not, are parkland dedications or other mitigation proposed as part of the project to serve the population increase? Neighborhood Community parks N 3. Does this project exceed the Parks and Recreation Thresholds established by City Council policies? ~/~ ~f.~ Parks and Recreation Director or Representative I~'n .<;;:) Date ~I ''.1 \I ~I \I '\1 ~I \1 ~I '>1 "'-I ~I' ~ -' < ;:: .. I z ~ ... 0 .' c.. " ~I .. ... ~ .. .. ~ .. .. .... ... ..... .. .. ... >0- ~ ... co~ - ~ c '0 ..- 0 .. .. ~ c " ~ .. 0 ~ _ u 0 ~ ... 0... .... .. 0 - .... u.. :;: ..- " ~ " " ... .. .." ...... .. ".. ~:! u.. cr " " .. .." 0. .... .. .. 0 " ... "11 .... " .... .. ~ " .. - 0 c u... 0 - ~ 0 ,,~ ...... 0 .. .. " ".. ..11 :0 .. .... - u co " 0 .. oco " .. .. ...... ~ .. - -.... ~ , 0 .. .." .. .. " " .. .. 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""c:"" +-1.......1:1'00 OJo ..... .....OJ +-'QJS-s... :;: OJ .... .....OJ..... .... ttJ",,",Uc(..c:U .... OJ'- .... 'C 0.0. c: "" u.J ..... /1 I- LoJ c: 0 0 0- CT> U) ~ "" 0 U 0- :>: COllA ACOUSTICAL CONSULTANTS 3300 W. Coast Highway, Suae B Newport Beach, CA 92663 (714) 631-7315 FAX (714) 631-3824 october 18, 1991 FOURIH REVISED ACXJUSI'ICAL ANALYSIS OF '!HE TEXACD SERVICE srATION # 61-250-0082 CAR WASH AT CDRNER OF ORANGE AVENUE AND MErn:)SE AVENUE ill '!HE CITY OF QiUIA VIsrA Prepared For: FRED FIEDLER AND ASSOCIATES 2322 West 'Ihird street Los An:Jeles, CA 90057 Prepared By: Institute of Noise Control Engineering. Acoustical Society of America Rl-129 rouRIH RE.VISED ACXJUSI'ICAL ANALYSIS OF 'lliE TEXAro SHELL SERVICE SI'ATIOO # 61-250-0082 CAR WASH Kr CX>RNER OF ORANGE AVENUE AND MErnOSE AVENUE IN 'lliE CITY OF OIUI.A VISTA INlRXJUCI'IOO At the request of Patrick Fiedler, Colia Acoustical Consultants have performed an acoustical evaluation of the Texa= Shell Service station Car Wash proposed f= =nstruction at the northwest =rner of Oran:Je Avenue am Melrose Avenue in the city of <:hula vista. '!he principle source of noise to the site will be fran vehicular traffic on Oran:Je am Melrose Avenues. '!he potential noise :inpact from the project would be generated by the car wash planned near the north project property line. '!he noise criteria of the city of <:hula vista states that the exterior noise levels generated by the facility may not exceed 55 decibels (dBA, on the A-weighted scale) during daytiIoo hours (7 AM to 10 PM, 8 AM on weekerxis) am for residential lam uses am 65 dBA during daytiIoo hours (7 AM to 10 PM, 8 AM on weekerxis) at commercial lam uses. In the event the measured ambient noise levels exceed the awlicable noise stan:!ards in any category the applicable starrlard shall be adjusted to equal the ambient noise level. '!he purpose of this report is to determine the ambient exterior noise envirornnent, evaluate the exteri= noise levels generated by the potential noise sources on the project site, am present mitigation measures, where necessary, to reduce the noise :inpacts to acceptable levels. ANALYSIS Roadway Exterior Noise Inpact '!he =ent noise iInpact to the project site was determined by on-site noise measurements. '!he =ent noise measurements were made on January 24, 1991. '!he measurement micrOJ;i1011e was positioned at a single location on the project site (see Figure 2). Measurements were made at a micrOJ;i1one height of 5 feet above existing grade of the project site. '!he measurement microphone of a Bruel & Kjaer 2230 Precision Integrating Sound level Meter (SIM) was located at the proposed car wash location, near the north property bourx:1ary. site 1 was near the proposed car wash exit. '!he SIM can provide =ntinuous Equivalent Sourrl Level (lB;!) measurements which are read directly from the display on the !reter. At the en:i of the fifteen minute rreasurement period an lB;! was taken fran the SIM f= the representative sample period. Table 1 below shows the results of the measurements . Rl-129 October 18, 1991 TABLE 1 Measurement Results, January 24, 1991 site Measurement Hour Measured leq, dB(A) Lowest Day leq, dBA Mi=q::hone Height, ft. 1 11:50 A.M. 59.6 57.5 5 '!he n-easured leq values oocurred durin;J b.1sy daytilre traffic periods. At other hours the traffic flows are reduced am the calculated leq would fall to 57.5 alon:J the property line at the north (see Table 2, arrow). 1his value is the lciileSt .......iAtt; noise level that will occur dJrin.:J the baJrs of qe:atial. '1be value of 57.5 dB is a lower 1"......... than than 61.3 dB so it was used as a wcmt case. It is as ..i"l'l.. as that. Because the worst-case ambient noise levels alon:J on the site is 57.5 dB the calculated allowable exterior beca11es 57.5 dB!\. (see Table 2,) based on paragraph 4 of the City Exterior Noise Limits (section 19.68.030 (b.)). Project Generated Noise '!he potential noise iInpact fran the project is expected to ccme fran the qJeration of the car wash located near the nort:hen1 project line. '!he potential noise iInpact was based upon measurements of a Ryko Manufacturin;J car wash facility (Voyager Wash am'lhrust-Pro Dryer with Noise Reduction Package). '!he measurement were nade at an existin;J facility at 24440 Lyons in Santa Clarita. '!he measurements were made of a car in the stall during the wash am dry cycle. Measurements were made at points all arouI'rl the stall at 10 foot increments. At each position the loudest levels of the entire cycle will be durin;J the dryer/blower ~ence. '!he highest noise generation in the dryer cycle was the blower start-up. '!he noise levels stabilize as the car moves forward in the stall. '!he dryer duration is about one minute am thirty secon:ls. '!he wash cycle duration is about 4 minutes . Measurements of the car wash were also made with a B & K 2230 Integratin;J Sourxl level Meter. Because of the duration of the dryer cycle, measurements were recorded as Equivalent Sound level = I.eq. '!he I.eq is the energy average of the noise levels over the cycle period. -2- Rl-129 October 18, 1991 '!he develqJer has in:licated that a car wash with the Noise REdJct.icn PadtatJe' (NRP) can be used at this site. Figure 3 shows the car wash layout with the NRP. Measurements were also made with a B & K 2230 Integrating Sourrl Level Meter. Because of the duration of the dryer cycle, measurements were recxmied as Equivalent Sourrl Level or Leq (See paragra{i1s 1 an:i 3 of Section 19.68.030 (a.) (5) of the City EXterior Noise Limits. '!he Leq is the energy average of the noise levels over the cycle period. '!he noise drop off rate is 6 dB per doublin:J' of distance. For ease of display an:i clarity Table 3 below shows the other calculated unshielded car wash noise levels to project sides along the north, south, east an:i west sides. TABLE 3 Calculated Noise Inpacts From Car Wash to Adjacent Areas Larrl Area Car Wash Ang. of Bldg. / Dist. Calc Leq Noise Use Side view, deg. or PL feet Leq, dBA SID Resid. East Exit 180 BID::; . 244 56.3 57.5* East Exit 180 PL 40 70.8 Resid. South Exit 90 BID::; . 240 44.1 57.5* South Exit 90 PL 195 45.1 Ccmn. North Exit 90 BID::; . 79 53.4 65 North Exit 90 PL 15 68.2 Ccmn. West Entrance 180 BID::; . 384 59.4 65 West Entrance 180 PL 125 62.0 * = Ambient Noise Level Because of the high iltpact of the car wash with dryer unit an:i the proximity of the residential areas at the east an:i south property sides a car wash with 1hrust-Pro dryer an:i Noise Reduction Package was selected for this site. '!hus, the noise levels from Figure 3 an:i Table 3 were used. '!hese values were used to determine the mitigation neasures for the project. -3- Rl-129 October 18, 1991 MITIGATION MEASURES Because the potential noise levels shown in Table 3 at the closest project lines do NOr exceed the allowable daytime =iteria of 57.5 dBA (see Table 2, arrOW' at 9 IM), acoustical shielcli.n:J will NOr be required. '!he projected noise levels of 56.3 dB arrl less are belOW' the exterior standard noise levels arrl will meet the allowable day =iteria of 57.5 dBA for the City of Chula vista. Rec:omrnendations '!he results of 56.3 to 44.1 dB at residential locations are based on the follOW'ing assunptions. '!he car wash hours may NOr occur in the nighttime period (10 P.M. to 7 A.M.). '!he weekeJrl hours of operation are lilnited by the City noise starrlards to 8 AM to 10 IM. '!he car wash facility will use Voyager wash arrl the ihrust-Pro dryer/ blower with the Noise Reduction Package arrl the entrance/exit roll-up doors may remained open during the car wash operations. with the recommendations described in this report the City of Chula Vista exterior noise starrlards will be satisfied. -4- TABLE 2 A-Weighted Leq Noise Level Data collected During A Representative Sample Period On January 24, 1991, Together with Calculated Hourly Leq Values And Resulting CNEL Value. site 1 One Hour Period Hourly Leq Data, (dBA) Hourly Leq Weighting Factor Adjusted Hourly Leq 0700 62.4 0.0 62.4 0800 60.5 0.0 60.5 0900 59.5 0.0 59.5 1000 59.4 0.0 59.4 1100 59.6 MEAS 0.0 59.6 1200 59.7 0.0 59.7 1300 59.8 0.0 59.8 1400 60.0 0.0 60.0 1500 61.2 0.0 61.2 1600 62.7 0.0 62.7 1700 62.4 0.0 62.4 1800 60.7 0.0 60.7 1900 59.3 5.0 64.3 2000 58.2 5.0 63.2 2100 57.5- 5.0 62.5 2200 56.5 10.0 66.5 2300 55.9 10.0 65.9 0000 54.3 10.0 64.3 0100 51.9 10.0 61.9 0200 50.7 10.0 60.7 0300 48.9 10.0 58.9 0400 49.9 10.0 59.9 0500 53.7 10.0 63.7 0600 60.1 10.0 70.1 24 Hourly Leq values)!= 63.1 CNEL J ( \" Antilog of 10 Log 1 L. 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'" \0 II o N ,I o ..... c!, -<t I"- .0 .0 II o .... co .0 \0 II o N l"- . .... l"- II o .... / C"'I . ,/ ..:t l"- II o N '" . .... ..... II o C"'I o. <.~ 6>.9~.r. 6>'0 t <:"~to O'c: t <'~c <"to t <'.. Oc' ~'6' r <~'! cr- co l"- II o .... o. I ~c9~ .... v/:1 6><,.. Dc> o~ 1 <~c1 ~. '<"'0 '!> o. 6.9 "'0 ~ ..... ..... to ~ . ..... '" '" 'I . 0 co '" N ~/ ~/ '" II . 0 o C"'I .0/ . 'I o N cO ..... :x: VJ .., ~ + \0 '" . ~ co II ~1 o '1:10 .... ~,r ~~ \I cr- . .0 '" II o C"'I ~ >- '" <=> ~ \ro 0 -.0 ~~ I L- {\ ~~~ 2~ ~ II . o C"'I, .... . '\ r ~ II .... ~ c:i', ..... x. ~ N C"'I cO \.. \0 '" II . ~ ....... .0 II o '" .... l"- II o .... '" C"'I .0 II o C"'I I C"'I '" .~ i ~ ~:I l~ .... LJ ~ u '1.,\ ~ L.-, ~~~ r.: ~ ~.S v> \,\ ). i.~ ~ ,~ ~ g ~ ....... ... ~N ~~ ~t J.f U .... cO 'I o ,T .. M ~ GLUSSARY -------- ELEV - Elev.tio~ DSLE - Dl.tanc~ to 61~gle Lane Equlval~~t SORC - Source (such a. truck or auto) O&S - Ob.erver (Per.on to be 6hlelded - ~. ave.) O&S-bAkH DIST. - D15t.nce from obs~rver to b.rrl&r BLOS - &re.k LI~e-of-6IQht Elevation ATIN & Attenu.tlon (calculat~d nOI~~ re~uctlvn) ULEv z Un6hlelded NOl6e L9V~1 SLEV z Shielded NOI.e Level TOTAL - Overall Cc~blned ~hl~ld~d NOise L~v~l WALL HT. - Wall height In feet rel.tlve to pad elevation H, HT - H..vy Truck. M, MT - M.dlum TrYck~ A - Auto. AUf - Average Dally TraffiC (Vvhlcle. Per Day) SLE - Single L.~e Equivalent CNEL - Community NOise Equlv.l~nt Level Ltiq - Equlv.l~nt Sound Luv~J dB - Decibel. dBA - Decibel. meaaured O~ the A-weighting ~c.le STC - Sound fran.ml..lon Clas. llC - Impact ln~ulatlon Cla~. Hz - Hertz, Cycles P~r b&cOnd SSB - Standard Single 6trenght GI.zlng. 1/1&" 08& - Double Strenght Glazing, I/Y" Tl - Tr_n~ml.s1on L096 SGD - GLidIng Gl.~a Door 6C - Solid Core Door SLM - Sou~d Level Meter Lmaw - Mawlmum Nvl6e Level a.~oc with. bingle event '. Deafening Very loud Loud Moderate Faint Very faint 150 140 130 120 110 100 90 NOISE POLLUTIOI~ Jet plane takeoff Artillery fire Machine gun Riveting ~Hen at 1110 ft. Jet pl~ne (pa~senqer ramp) Thunder-Sonic boom IVooC!wofl(lDg sr OP Acceleratlng motor- cycle Hard rock band Subway (steel wheel~) Lound street noise Power lalyn!'lO\"rer Outboard !'lotor Tru<;:k un!'luffled Traln whistle Kitchen blender Pneumatic jackhal'U'1er Short exposure can cause hearing loss Threshold of oain Threshold of disconfort 80 Printinq press Intolerahle for phone use Subway (rubber wheels) Noisy office Average factory 70 60 50 40 30 20 OdB Average street noise Quiet typewriter Average radio Noisy home Averaqe office Narmal conversation GeneraT ottlce Quiet radio Average home Quiet street l'rlVa~e O!!lCe Quiet home QUlet conver~ation Broadcast studio Empty auditoriu~ . t.'hisper 10 Rustlina leaves .Sound ~roof room Human breathing Threshold of Audibility .j , (), THE CIn OF CllUL4 VISTA PARTY DISCLOSURE STATEMENT Stakment of disclosure of certain ownership interests. paymcnts, or campaign contributions, on :111 matkrs whi,'h will requirc discretionary action on the p:lrt of thL' City Coum'il. Planning Commission, :\lld all otill'[ ,'ftlc'l:iI hodies. The following information must be lhsclos~d: 1. List the names of all persons having a financial interest in the ClJntract, i.e., ClJntr:lctor, suhcontractor. material supplier. - 1'~XAr.O REFINTNG & MARKETING. INC. ---- If :mv person identified rUrSll'lI1t to (1) :lhm'e is a corpl'1atilJn or partnership. list the names of all imli\'idu,Jis owning morL' than we; of tlw s!wrl's in thl' eurpur:ltion or owning any p"rtnership J'lterest in the partnership. NO 1>~RSON OWNS MOR~ THAN 10% OF SHARES 3_ If any person identified pursuant to (1) ahove is non-profit organization or a trust, list the names of any person serving as director of the non-profit organizatJon or as trustee or beneficiary or trustor of the trust. NOT APpTTrARTF ~Iave vou had more than 5250 worth of business trans:Jeted with :lnv member of the Citv staff, - ~- Bmrds. Commissions, Committees and Council within (he past twelve months'! Yes \'o..JL. If yes. plt-ase indie:lte person(s): PIt::lse identit\. e:lch ami every person. including :my 'lgcnts. eml'loy~es, consultants or inLlependcI1l L'()ntr,1Clors who you h:l\e assigned to represent vou herme the City in this matter. JUl[D FIEDLER & ASSOCIATES GARY ENGINEERING, INC. 2322 WEST THIRD STREET 4901 MORENA BLVD. SUITE 304 LOS ANGELES. CA 90057 (213) 381-7891 SAN DIEGO. CA 92117 (619) 483-0620 ATT'N. : MR. PATRICK FIEDLER ATT'N. : MR. ROBERT G. FAUDOA JR. Have you and/or your officers or ,lgents. in the aggregate, contributed more than S 1.000 to 'I Cllmcilmember in the current or preceding election period'! Y~s _ :\0 --.!. If yes, state which Councjlmemher(s ): ~~~ j" ddincJ as: '~.:1I1Y Illd/I'idlld/, {irm. (o-I'mml'rs!uj),jrJlIlf I'CIl/IIle, li.Jsocit/flOlI, ,weilll c/llh.f;'flIcJ'Illll on..:oni2(lfion. corrnf"{ltioll, ('.\11,'1,', Im.'./. }'{'C('I\'/'!'.\yndIC(/((', rlus (i/ul 1111.\' ollzcr ('I JI/II'Y, eilY IIlltl OJ/lIlfty, u)y, f1lf1I1/Cl?(ih~\', l/i~/rict or or/"Tj1o/uicfll ,\!lhdl\'ilioll. III" ,,";,'.'< Of/ilT g}'UlI/' lir COIl1/1/1/1I'1101I ilt'/In:; 1/\' (/ !ll/il." D,lk: I_"-UTE: f\llac!J ;HJdi!h}!l~d P;I.~l'S ;IS l1L'l'L'\'ary) March 14. 1991 ~~~ Si<;l1alu:"l' [)f e[)nlLlct[)r/:ll'plic:lI1t ROBERT G. FAUDOA JR. PROJECT MANAGER GARY ENGINEERING, INC. 4901 MORENA BLVD. Print or !';PL' 1l:1J1lL' of c:Jl11r:lL'h'r,:!'lnlic!!lt -. I. SAN DIEGO, CA 92117 (619) 483-0620 :",,,,, 1/304 \ D:'('LO'\~ ;.\:I! [I{e\ ,,(',1 I: