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Home My WebLink AboutRCC AGENDA PK 2002/06/11 Mitigated Negative Declaration PROJECT NAME: EastLake Village Center North PROJECT LOCA nON: Northwest and northeast of the EastLake Parkway/Otay Lakes Road intersection ASSESSOR'S PARCEL NO,: 595-070-27,28; 595-232-22, 23 PROJECT APPLICANT: The EastLake Company CASE NO,: Case No, IS-01-042 DATE: June I 1,2002 A. Project Setting The proposed EastLake Village Center North project (hereinafter referred to as "the proposed project") involves approximately 68, I acres (ac) located at the northwest and northeast comers of EastLake Parkway and Otay Lakes Road in the City of Chula Vista, Adjacent uses inelude: future SR-125 to the west; the retail/commercial "Vons" center to the south; vacant land and developed parcels within the EastLake Business Center I to the east and north. Single-family homes (East Lake Shores) are located to the west of future SR-125. Townhomes within EastLake Greens are located to the southeast of the site, south ofOtay Lakes Road (Figures I and 2). The site has been previously graded in accordance with the approved master grading plan for the EastLake I Sectional Planning Area (SPA). Approximately 545 acres of the site (designated as VC-I (38.1 ac) and E-IO/BC-3 (l6A ac) is located west and south of EastLake Parkway and is currently being graded under an approved remedial grading pennit (see Section C below), The elevation of this portion of the site has been altered due to the CUITent grading operations. Generally, the site slopes from the northeast to the southwest toward an existing, onsite detention basin, Disturbed land covers the majority of the site. Non-native grassland and ornamental landscaping also occur onsite, The EastLake II General Development Plan (GDP) designates the approximate southern half of the site for Retail Commercial (RC) use, and designates the approximate northern half of the site for Public/Quasi-Public Use (PQ) (Figure 3). The EastLake J SPA currently designates the approximate southern half of the site for Village Center uses (i,e., retail, restaurants, offices, open space, public facility, etc.) and the approximate northern half of the site for medical center use (Figure 4), The project site also inc]udcs approximately 13,6 ac. east of EastLake Parkway (designated as VC-2). The western approximately ten acres of this site is vacant, and an existing church occupies the remaining acreage within VC-2, The VC-2 site has a]so been previously graded under the aforementioned master grading plan, This portion of the project site also drains from I 06/11102 the northeast to the southwest Non-native grassland and ornamental landscaping occurs on this portion of the site, The EastLake II General Development Plan (GDP) designates the southern approximately II acres of this portion of the site as Protèssional and Administrative and approximately two acres of the site as Research & Limited Manufacturing. The EastLake I SPA currently designates the southern approximately II acres of the site for Village Center uses and the remainder of the site for Employment uses. B. Project Description The proposed project encompasses three separate land use districts (Figure 5): · Village Center-I (YC-I): 38.I-acres at the northwest comer of Otay Lakes Road and EastLake Parkway intended for retaiVcommercial use; · Business Center-Core District (BC-3): 16.4-acres north of YC-I and west of EastLake Parkway intended as a extension of the EastLake Business Center District to the north; and · Village Center-2 (YC-2): 13,6-acres at the northeast corner of Otay Lakes Road and EastLake Parkway intended for professional administrative and limited retail uses, The majority of the proposed project addresses the future development of YC- L Specifically, the proposed project involves the development of an approximately 380,000 square foot (SF) shopping center on the YC-I portion of the project site, The site would be divided into approximately 12 parcels. Two of the parcels would include "big box" users, potentially Target and Lowe's, with the remainder of the parcels providing a variety of retail, commercial, restaurant uses, Under the proposed amended EastLake II Planned Community (PC) District Regulations, two uses currently being proposed for the shopping center would require a Conditional Use Permit (CUP). These uses are a car wash/gasoline station and a drive-thm restaurant Several discretionary actions are required to implement the shopping center within the YC-I district These include: · EastLake II GDP Amendment to: change 16.4 acres of Publici Quasi-Public Use to Research & Limited Manufacturing and 2,0 acres located at the northeast comer of EastLake Parkway and Fenton Street from Research & Limited Manufacturing to Professional & Administrative · EastLake I SPA Amendment (Supplemental SPA Plan) to: 0 change 30,6 acres of Medical Center-I (MC-I) use to 16.4 acres of Village Center Employment (E-IO) and 14.2 acres ofYillage Center-I (YC-l); 0 change permitted land uses and property development standards for YC-l (PC District Regulations); 0 repeal the Precise Plan and adopt new Design Guidelines; 0 replace the existing Air Quality Improvement Plan and Water Conservation Plan; and 0 prepare a Supplemental Public Facilities Financing Plan that addresses the proposed project. · Design Review; 2 06/11102 · Parcel Map to subdividc the YC-I site into approximately 12 separate lots for sale or lease; and · CUP pursuant to Section IlL I of the proposed EastLake II Planned Community District Regulations for the proposed gas station/car wash and drive-thru restaurant. The Applicant is also requesting the following discretionary actions that would affect future development of the BC-3 and YC-2 parcels ofthe project: BC-3 · General Plan Amcndment (GP A) to change 16.4 acres of Commcrcial Retail designation to Industrial Rcscarch & Limited Manufacturing; · EastLake IT GDP Amendmcnt to change 16.4 acres of Public/Quasi-Public use to Industrial Research & Limited Manufacturing; · EastLake I SPA Amendment (Supplemental SPA Plan) to: 0 change 30,6 acres of Medical Center-l (MC-l) use to 16.4 acres to Village Center Employment (E-lO) and 14,2 acres ofYillage Center-l (YC-I); 0 change 16.4 acres from YC-l to BC-3 and change pemlitted land uses for BC-3 (PC District Regulations); 0 rcpeal the Precise Plan and adopt new Design Guidelines; 0 replace the existing Air Quality Improvement Plan and Water Conservation Plan; and 0 prepare a Supplemental Public Facilities Financing Plan that addresses the proposed project. · Land Use District Map Amendment to change 16.4 acres of Village Center I (YC-I) to Business Center - Core District. No site plan is being proposed for the BC-3 parcel at this time. See Section E below for a discussion of future environmental evaluation pertaining to future development of this parceL YC-2 · EastLake II GDP Amendment to change two acres of Research & Limited Manufacturing to Professional & Administrative; · EastLake I SPA Plan Amendment to: 0 change two acres of Employment designation to Village Center-2 (YC-2); 0 change two acres from Business Center-Manufacturing Park District (BC-I) and Open Space (OS-7) to Village Center-2 (YC-2) and change the permitted uses and property development standards for YC-2 (PC District Regulations); 0 repeal the Precise Plan and adopt new Design Guidelines; and 0 replace the existing Air Quality Improvement Plan and Water Conservation Plan; and 0 prepare a Supplemental Public Facilities Financing Plan that addresses the proposed proj ect. No site plan is being proposed for the YC-2 parcel at this time. See Section E below for a discussion offuture environmental evaluation pertaining to future development of this parceL 3 06/1 1/02 C. Prior Approvals and Environmental Documentation EastLake Mastcr EIR A Master EIR (EIR 81-03) was completed for the 3,073-acre EastLake community in February 1982. This Master EIR considered the impacts associated with the annexation of the project site from the County of San Diego to the City of Chula Vista, as well as the potential impacts associated with the implementation of a General Plan Amendment, prezoning and General Development Plan for the future EastLake Development. EastLake I SPA Plan Supplemental EIR Subsequently in 1984, a Sectional Planning Area (SPA) Plan was developed for approximately 1,268 acres of thc 3,On-acre EastLake community. This SPA plan, referred to as EastLake I, was prepared as a refinement and implementation framework for the Planned Community zoning previously applied to thc site in 1982. A Supplemental EIR (EIR 84-01) was certified in Fcbruary 1985 that addressed the EastLake I SPA Plan and two accompanying Tentative Subdivision Maps, one of which included the subject EastLake Village Center EastLake LSPA Plan AmendmentlK~iser Permanente Chula Vista Medical Center Supplemental EIR In .June 1992, a Supplemental EIR (EIR 92-01) was certified for the EastLake I SPA Plan AmendmentlKaiser Permanente Chula Vista Medical Center EIR 92-01 specifically addressed the subject Village Center site, The EIR addressed an amendment to the EastLake I General Development Plan and SPA Plan in order to: I) convert the adopted land uses in the northern portion ofthc site to medical center uses; 2) delete the adopted residential land use within the site and expand the acreagc allocated for office/retail uses; and 3) eliminate 2.0 acres from the site in order to create additional employment uses with the EastLake Business Center The SPA plan amendment required the approval of the EastLake I Public Facilities Finance Plan (PFFP) Update and the approval of an Air Quality Improvement Plan (AQIP) and Water Conservation Plan (WCP) pursuant to the City's Growth Management Program. EIR 92-01 also addressed a Conditional Use PennitlPrecise Plan for the phased construction of the Kaiser Pennanente Chula Vista Medical Center on the northcrn 30,6 acres of the subject site, The EastLake 1 GDP and SPA Amendment was approved by Resolution No 16702 on .June 30,1992 and provided for the following entitlemcnts: . 785,000 SF, 439-bed (full buildout) Medical Center, 485,000 SF of medical and administrative offices, 35,000 SF central plant, three parking structures to accommodate 4,271 cars, and surface parking for an additional 148 cars on northern 30.6 aeres of site; 4 06111102 . 17.3 acres retail commercial (village center use) and 11.9 acres of open space/public facility; and . 6 acres of office/commercial, 4 acres of community purpose facility and 2 acres of employment While GDP and SPA amendments and a CUP for the hospital were approved, no development has occurred on the site to date, Olympic Parkway Disposal Sites MND In December 200 I, a Mitigated Negative Declaration (IS-02-009) was prepared for the Olympic Parkway Disposal Sites. This MND addressed the temporary disposal of up to 250,000 cubic yards of material from the grading of Olympic Parkway at the EastLake Village Center site, A grading permit was issued for the disposal of the material on the site, These grading activities are ongomg. D. Compliance with Zoning and Plans The proposed project site is within a Planned Community (PC) District The EastLake II PC District Regulations are proposed to be amended as part of this project to change pennitted land uses and property development standards for the Yi1Iage Center-l (YC-]), Business Center-Core District (BC-3) and Village Center-2 (YC-2) land use districts. Amendments to the General Plan, EastLake II General Development Plan and EastLake I SPA Plan are also required for the proposed project to comply with regulating plans, E. Subsequent Environmental Review for YC-2 and BC-3 As stated in Section B above, the focus of this analysis is the commercial development proposed for YC-L No site plans are being proposed for the YC-2 and BC-3 parcels at this time. Future development of these parcels would be governed by the proposed Planned Community District Regulations and Design Guidelines, Specifically, the PC District Regulations set forth the development and land use standards for all property within the EastLake II General Development Plan area by establishing: setbacks; building heights; parking requirements; landscape requirements; use restrictions; animal regulations; density of development; lot size, width and depth; fencing requirements; and signing regulations, Sections III and IY of the PC District Regulations specify the types of uses that are pennitted, conditionally pennitted and not pennitted within YC-2 and BC-3 districts, respectively 5 06111102 Future site plans for the YC-2 and BC-3 parcels will be evaluated against the adopted PC District Regulations and Design Guidelines specific to these parcels, In addition, an environmental evaluation of issues related to the proposed land uses, such as but not limited to land use compatibility with adjacent uses, noise, and aesthetics would need to be conducted at the time a future site plan is proposed. In addition, the need for any new, or expansion of, a public service specifically related to a proposed use (such as emergency services and disposal of medical/toxic waste related to hospital or other medical facility, disposal of biotechnical waste related to biotechnical research facilities, etc,) would need to be evaluated for environmental considerations, On the other hand, physical features of these parcels, including geology, biology, cultural and paleontological resources and drainage, have been addressed in current technical studies or prior environmental documentation, and therefore would not need further analysis, With respect to traffic, a worst-case traffic analysis has been prepared that assumed the highest trip-generating land uses allowed on these parcels. As long as the total trip generation for the three parcels (YC- I, YC-2 and BC-3) does not exceed that projected in the 2002 LLG traffic study for the EastLake Village Center North project (i,e" 36,356 average daily trips), no further traffic analysis would be rcquired, Similarly, a worst-case sewage generation and water demand analysis was conducted, Provided that the ultimate development that is proposed for the YC-2 and BC-3 parcels is in confonnance with the PC District Regulations and Design Guidelines, no additional water or sewer analyses would be required, F. Identification of Environmental Effects The City ofChula Vista detennined that the proposed project will have significant environmental effects other than what has been previously identified in prior environmental documentation. These effects have been mitigated, 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, Transportation and Circulation The Transportation and Circulation analysis contained in SEIR 92-01 has been updated with a traffic study specific to the proposed project This study, entitled "Traffic Impact Analysis, EastLake Village Center North" prepared by Linscott, Law & Greenspan and dated May 8, 2002, addressed the traffic impacts of a 420,000 SF regional shopping center and 50 park and ride spaces on the YC-l parcel, 4.30 acres of retail, 2.3 acres of restaurant use, 2,74 acres of medical offices on the VC-2 parcel, and a 125-bed hospital and 78,000 SF of medical offices on the BC-3 parceL While a site plan and regional shopping center on YC-I arc currently being considered and are the primary subject of this analysis, no site plan has been proposed for YC-2 or BC-3 at this time However, in order to analyze a worst-case future traffic condition, the highest traffic- generating allowable uses on these parcels was assumed, The aforementioned land uses would generate 36,356 average daily trips (ADT). This is 13,084 less average daily trips than the traffic volume calculated for the development currently entitled for the site (Kaiser Pennanente Medical Center, YC-2, E-IO, YC-l and OS-16; see Section C). 6 06/11/02 Accounting for pass-by trips (trips attracted to the site from traffic already on the street system and passing near the site while going fiom one location to another), the PM peak hour trip generation would be 3,050 trips. Only the PM peak hour time fiame was analyzed since this represents the worst-case seenario. Of the PM peak hour trips, 1,558 trips (51 %) would be attributed to the proposed regional shopping center on the VC-I pareel, 850 trips (28%) would be attributed to the worst-case development of the VC-2 parcel, and 642 trips (21 %) would be attributed to the worst-casc development of the BC-3 pareeL Intersection (PM peak hour) and street segment operations (ADT) within the study area were analyzed for the following scenarios: · Existing plus Project (near term) · Year 2005 without SR-125 (short term, approximate opening year of the projcct) · Year 2005 with SR-125 (short term, approximate opening year of the project) · Buildout (complete buildout of plmmed developments and the street network in the Eastern Territories) Intersection Analysis Table 1 shows the PM peak hour signalized and unsignalized intersection operations for the Existing plus Project, Year 2005 without SR-125 and Year 2005 with SR-125 scenarios, All signalized intersections arc calculated to operate at LOS D or better with project traffic, Based on the City of Chula Vista's Significance Criteria, two unsignalized intersections (EastLake Parkway/Miller Drive and EastLake Parkway/Fenton Street) are calculated to operate at LOS F during the Existing plus Project, Year 2005 without SR-125 and Year 2005 with SR-125 scenanos. The proposed project would result in direct, but mitigable impacts on thcse intersections in the near and short-ternl scenarios, Table 2 shows the peak hour intersection operations at key study area signalized and unsignalized intersections with project traffic at buildout With buildout traffic, all signalized intersections are calculated to operate at LOS D or better except the Otay Lakes Road/Main Entrance (Vons Driveway) which is calculated to operate at LOS K AM and PM peak hour analyses were conducted at Otay Lakes Road/EastLake Parkway intersection, This intersection was calculated to operate at LOS D in the PM peak hour and LOS E in the AM peak hour. The unsignalized intersections of EastLake Parkway/Miller Drive and EastLake Parkway/Fenton Street continue to operate at LOS F in the buildout condition, The proposed project would result in direct, but mitigable impacts on these intersections at buildout Street Segments Table 3 shows the daily street segment operations for the Existing plus Project, Year 2005 without SR-125 and Year 2005 with SR-125 scenarios, In the Existing plus Project scenario, all key study area segments are calculated to operate at LOS C or better with project traffic except the segment of Telegraph Canyon Road between Paseo Ranchero and Otay Lakes Road and EastLakc Parkway north of Miller Drive which are calculated to operate at LOS D, For Year 7 06/11/02 2005 with project traffic and without SR-125, all key study area segments are calculated to operate at LOS C or better except Otay Lakes Road north of East H Street (LOS F) and Otay Lakes Road between East H Street and Telegraph Canyon Road (LOS F), These same two segments are calculated to operate at an unacceptable LOS in the Year 2005 with SR-125 scenano. Otay Lakes Road North of East H Street would operate at LOS D, and Otay Lakes Road between East H Street and Telegraph Canyon Road would operate at LOS E. A near-tenn analysis of Telegraph Canyon Road and Otay Lakes Road segments was conducted based on the City of Chula Vista's Growth Management Oversight Committee (GMOC) Traffic Monitoring Program (TMP) methodology. Only these segments were analyzed because the City's significance criteria dictates that if planning analysis (volume/capacity) indicates LOS D, E or F, the GMOC method shall be utilized in the short-tern1 (0-4 years). These segments are the only roadways located within GMOC arterial street segments that are calculated to operate at LOS D or worse, While EastLake Parkway north of Miller Road would operate at LOS D in the near term, it is not a GMOC arteriaL The GMOC analysis concluded that the decrease in speeds on the subject segments of Telegraph Canyon Road and Otay Lakes Road were not sufficient to reduce the levels of service below C, and there would be adequate arterial level of service on these segments in the near tenn, Based on the GMOC threshold, the proposed project would not result in significant impacts on these segments of Telegraph Canyon Road and Otay Lakes Road, Table 4 shows the daily street segment operations with project traffic at buildout With buildout traffic, all street segments are calculated to operate at LOS C or better except the following: · Otay Lakes Road, north of East H Street (LOS E), · Otay Lakes Road, East H Street to Telegraph Canyon Road (LOS F), · Otay Lakes Road, SR-125 to the Vons driveway (LOS F), · Otay Lakes Road, Vons driveway to EastLake Parkway (LOS E), · EastLake Parkway, south of Olympic Parkway (LOS D), and · Olympic Parkway, SR-125 to EastLake Parkway (LOS F), The proposed project would result in direct impacts on Otay Lakes Road between SR-125 and the Vons driveway and between the Vons driveway and EastLake Parkway. The proposed project would result in cumulative, but mitigable impacts on Otay Lakes Road north ofH Street and between H Street and Telegraph Canyon Road, as well as Olympic Parkway from SR-125 to EastLake Parkway. The traffic impact is considered cumulative because these three segments arc not adjacent to the project The segment of EastLake Parkway south of Olympic Parkway would operate at LOS D, however the adjacent intersections are calculated to operate at an acceptable leveL Therefore, the proposed project would not result in a significant impact on this intersection. The LLG traffic analysis also addressed site circulation including truck access, left-turn storage lengths, and intersection geometry at project driveways for VC-2 and BC-3 parcels and storage lengths of turn lanes. Potential impacts that were identified internal to the site do not represent impacts to public streets, and therefore do not require mitigation. Based on the site circulation/access analysis, the current storage provided in the eastbound, northbound and southbound left-turn lanes at the Otay Lakes RoadlEastLake Parkway intersection may not be 8 06/11/02 adequate to accommodate buildout traffic volumes. Similarly, at the EastLake ParkwaylFenton intersection, the southbound, westbound, and northbound left-turn lane lengths may not be adequate to accommodate buildout traffic volumes based on existing left-turn lengths, At the EastLake Parkway/Miller Drive intersection, the westbound and northbound left-turn lengths may not be adequate to accommodate build out traffic volumes based on the existing left-turn lane lengths, Additional storage length can be provided at these three intersections to mitigate these cumulative impacts, Air Quality The proposed project would contribute to ambient air quality during the construction and operation phases of the project. The air quality analyses in SEIR 92-01 and the Olympic Parkway Disposal Sites MND (IS-02-009) address temporary construction-related emissions pertaining to the grading of the site, These analyses are incorporated by reference and summarized herein. Grading and site improvements would generate sufficient emissions and fugitive dust to result in a short-tenn significant, but mitigable, impact on air quality. Mitigation measures from SEIR 92-01 pertaining to compliance with the project's Air Quality Improvement Plan (AQIP) and dust control during grading are applicable to the proposed project. Geophysical The geologic features of the project site were analyzed in SEIR 92-0] and updated by the "Revised Supplemental Geotechnical Investigation for EastLake Village Center North Commercial Center" by Pacific Soils Engineering, lIK dated March 5, 2002, The 2002 study confirmed that thc majority of the site has been graded in the past. Onsite elevations range from 496 feet to 596 abovc mean sea level (MSL). Existing slope gradients average betwccn 2:1 and 50: 1 (horizontal to vertical), Site drainage is by sheet flow to the southwest comer ofthe project. The site is underlain by Tertiary sediments consisting of Oligocene-age Otay Formation consisting of silty sandstone to sandy siltstone, It is moderately hard to hard and well graded, Relatively thick topsoil occurs on remaining natural slopes within the southwest portions ofVC- L They consist of dark brown, clayey sand and silty sand. Alluvium is also present in VC-I primarily in the site drainages, Alluvial soils range in depth from one to 32 feet and consist of interbedded sands, clayey sands, sandy silts, and sandy clays. Undocumented, uncompacted artificial fill is located within the desilting basin and along the northeast comer of VC- L These fills are estimated to range from one to 40 feet in thickness and consist of brown, loose to moderately dense silty sand and clayey sand. Compacted artificial fills are found throughout the site, The presence of these fills trace back to several previous grading activities, including the mass grading of Otay Lakes Road and EastLake Village Center, the disposal of soils generated from adjacent areas and construction of temporary drainage, construction of a fill for Brehm Communitics, and regrading of the building pads east of EastLake Parkway, Faulting is not known to be present onsite, The nearest known fault is the La Nacion Fault zone, which is classified as potcntially active (the last movement occurred prior to 11,000 years ago), This fault zone is located approximate1y four miles west of the EastLake Village Center North 9 06/11/02 project site, Based on the considerable distance from the site and the lack of Recent (Holocene) activity, the La Nacion Fault is not anticipated to significantly impact the site. The closest active fault zone is Rose Canyon, which is located eleven miles west of the site. Notwithstanding, the project site is located in a seismically active area. Proposed development will be requircd to comply with the current and applicable Unifonn Building Code (1997) and City parameters pertaining to seismic design, Minor seepage and/or groundwater was observed in numerous borings onsite, Dewatering will likely be required to effcctively grade the site, Highly compressible and expansive soils also occur onsite, Remedial grading will be required to remove deleterious materials prior to site preparation, Susceptibility of the site to liquefaction, seiches and seismically-induced landslides is considered low. Water Quality A "Water Quality Technical Report for EastLake Village Center" dated March 5, 2002 was prepared by Rick Engineering Company. According to the Rick Engineering study, the typical stonn water pollutants that may be anticipated from a commercial development such as the proposed development include, but are not limited to oil and grease, heavy metals, and trash and debris, A home improvement center and retail facility, such as Lowe's and Target, may potentially generate pollutants not common to most commercial developments, including synthetic organics (eK, pesticides, herbicides, etc,), nutrients (e,g., nitrogen and phosphorus fertiJizers), and oxygen-demanding substances (c.g" decaying vegetation, animal waste). The project site is not expected to generate a large amount of sediment once buildout has been completed and landscaping has been established, However, some sediment would be tracked in by cars and a small amount may be generated on the site. This sediment is defined as a pollutant and may contain attached pollutants such as heavy metals, The majority of these typical pollutants would be transported by low flows occurring during the initial stage of a stonn event. The aforementioned pollutants could enter receiving waters, The receiving water of each discharge point from the proposed project is Telegraph Canyon Creek. Telegraph Canyon Creek is not listed on the 1998 Clean Water Act Section 303(d) list of impaired water bodies, Discharge into an impaired water body would require enhanced Best Management Practices (BMPs), Since the pollutants of concern would not directly discharge into an impaired water body as identified on the Clean Water Act Section 303(d) Jist, the proposed project will be required to install and implcment standard BMPs, During the construction phase, the project is subject to the requirements of the State Water Resources Control Board (SWRCB) Order No, 99-08-DWQ National Pollutant Discharge EJimination System (NPDES) General Pcnnit No, CA S000002 (General Construction Penn it) adopted on August 19, 1999 and the modifications to the General Construction Pennit Order No, 2001-046 adopted by the SWRCB on April 26, 2001. For coverage by the General Construction Pennit, the project AppJicant is required to submit to the SWRCB a Notice of Intent (N0l) to comply with the Pennit, and develop a Stonn Water Pollution Prevention Plan (SWPPP) 10 06/11102 describing BMPs to be used during and after construction to prevent the discharge of sediment and other pollutants in storm water runoff from the site. The site inspection requirements and site-specific Storm Water Sampling and Analysis Strategy (SWSAS) required in the SWPPP will provide recommendations for storm water testing to evaluate the effectiveness of the BMPs, Adj ustments to the BMPs will be made as necessary to maintain or improve their effectiveness, In order to terminate coverage under the General Construction Permit, the Applicant/developer must submit a Notice of Termination form (NOT) and a Post-Construction Storm Water Operation and Management Plan (PCSWOMP). The PCSWOMP requires permanent BMPs be established to prevent the discharge of sediment or other pollutants in storm water runoff from the completed project. BMPs shall be implemented that specifically prevent pollution of storm drain systems from the gas station, car wash, restaurants, parking lots, and trash collection areas, Post construction, the project is also subject to the requirements of the Municipal Storm Water Permit (Municipal Permit) adopted by the California Regional Water Quality Control Board, San Diego Region Order No, 2001-01, National Pollutant Discharge Elimination System (NPDES) No,CA S0108758, The Municipal Permit requires new developments to comply with the Model Standard Urban Storm Water Mitigation Plan (SUSMP) and to consider water quality and watershed protections principles and policies in planning and design. The SUSMP requires that four types of BMPs be implemented: site design (Le" minimizing impervious areas and directly connected impervious areas, increasing rainfall infiltration, maximizing rainfall interception, and protecting slopes and channels), source control (i,e" public education, CC&Rs, providing covered outdoor material and trash storage areas to prevent exposure to rainfall, and street and parking lot sweeping), category specific (i.e" for parking lots incorporate landscape areas into the drainage design and construct overflow parking with pem1eable paving), and treatment control (i,e" biofilters, detention basins, infiltration basins, drainage inserts, filtration). In general, site design, source control, and category specific BMPs arc non-structural; the treatment control BMPs are structural. In this case, the Applicant will be required to provide and implement BMPs that specifically prevent pollution of storm drain systems from the gas station, car wash, restaurants, parking lots, and trash collection areas, Based on the requirements outlined in the Model SUSMP, a BMP maintenance program will be required for the proposed project once detailed locations and treatment devices are sized during final design of each phase of the proposed project (VC-I, VC-2 and BC-3), When developed, the maintenance program will include an operation and maintenance (O&M) plan, an estimate of maintenance costs, a funding mechanism for financing the program, and an access/easement agreement. In addition, a Maintenance Agreement between the City and the developer will ensure the O&M of the structural BMPs, faleontological Resources According to the "Revised Supplemental Geotechnical Investigation for EastLake Village North Commercial Center" (March 5, 2002), the Otay Fom1ation underlies the project site, Compacted arti ticial fill, undocumented artificial till, topsoil and alluvium overlie portions of the bedrock The Otay Formation exhibits high paleontological resource sensitivity, Fossils potentially buried in the underlying f0l111ation could be impacted during site preparation, The occurrence of fossils II 06111102 within the covered bedrock cannot be evaluated prior to exposure. Destruction of the paleontological resources would be a significant, but mitigable, impact. Noise Site plans for the VC-2 and BC-3 components of the site are not being proposed at this time, The noise level generated by the uses in these locations would vary depending upon the specific type of use developed at the site. If the noise level at outdoor use areas exceeds the City's noise standards, the noise impact would be considered significant. When specific land uses and site plans are prepared, an acoustical analysis will be required to assure that noise levels on- and off- site do not exceed City standards. Therefore, noise impacts associated with the VC-2 and BC-3 parcels would be potentially significant but mitigable ' G. Mitigation Necessary to Avoid Significant Impacts Project-specific mitigation measures are required to reduce potential environmental impacts identified in this Mitigated Negative Declaration to a less than significant level. These mitigation measures are listed below and included in the Mitigation Monitoring and Reporting Program (MMRP) included as Attachment A to this MND, Traffic and Circulation (Direct Impacts) L Prior to approval of the Parcel Map for VC-I, the Applicant shall construct and secure the north leg of Otay Lakes Road/Project DrivewayNons driveway intersection and provide one left-turn lane, one through/right lane, one right-turn lane, and dual eastbound left-turn lanes and corresponding signal improvements (see Figure 27 from the project traffic report attached to the MMRP). 2, Prior to approval of the Parcel Map for VC-I, the Applicant shall construct and secure the extension of the existing southbound right-turn lane on EastLake Parkway from Otay Lakes Road to the right-inlright-out driveway accessing VC-L The Applicant shall also provide a fourth westbound through lane on Otay Lakes Road from EastLake Parkway to the project driveway such that the southbound right-turn movement is free and shall provide an island to direct the flow of tramc unless otherwise approved by the City Engineer (see Figure 27 from the project traffic report attached to the MMRP), 3. Prior to approval of the Parcel Map for VC-1, the Applicant shall construct and secure the necessary improvements for providing a fully activated traffic signal at the Otay Lakes Road/EastLake Parkway intersection, including interconnect wiring, mast anns, signal heads and associated equipment, underground improvements, standards and luminaries. 4, Prior to approval of the Parcel Map for VC-I, the Applicant shall construct and secure a fully activated traffic signal at the Fenton Street/EastLake Parkway intersection, including interconnect wiring, mast arms, signal heads and associated equipment, underground improvements, standards and luminaries and provide the following intersection geometry (see Figure 27 from the project traffic report attached to the MMRP). 12 06/11102 Northbound - Two left-turn lanes, one through lane and one shared through/right lane. Eastbound - One shared through/left and one right-turn lane. Southbound - Two left-turn lanes, one through lane and one shared through/right lane. Westbound - Two left-turn lanes and one shared through/right lane. In addition, the Applicant shall provide for 200 feet of storage for the planned dual southbound left-turn lanes. If only one lane is provided, a storage length of 350 feet would be necessary, 5, Prior to approval of the Parcel Map for VC-I, the Applicant shall construct and secure a fourth westbound lane from the project driveway to the SR-125 northbound on-ramp, 6. Prior to issuance of the first Building Pennit for development within BC-3 (E-I0) and as determined by the City Engineer, the Applicant shall construct and secure a fully activated traffic signal at the Miller Drive/EastLake Parkway intersection including interconnect wiring, mast anns, signal heads and associated equipment, underground improvements, standards and luminaries and provide the following intersection geometry (see Figure 27 from the project traffic report attached to the MMRP): Northbound - One left-turn lane, one through lane and one shared through/right lane. Eastbound- One shared left/through/right lane and one right-turn lane, Southbound - One left-turn lane, one through lane and one shared through/right lane. Westbound - One left-turn lane and one shared through/right lane, 7. Prior to the applicable Building Pennit for development within the 8C-3 and VC-2 parcels as determined by the City Engineer, the Applicant shall construct and secure the applicable intersections at the project access driveways as shown in Figure 27 from the project traffic report (attached to the MMRP). 8, Prior to issuance of the first Building Pennit for development within BC-3 (E-lO) and as detennined by the City Engineer, the Applicant shall construct and secure a 250-foot long northbound left-turn lane at the Miller Drive/EastLake Parkway intersection. Traffic and Circulation (Cumulative Impacts) 9, As a condition of approval of the EastLake I SPA Plan Amendment, the City of Chula Vista shall initiate and direct a General Plan Amendment to designate Olympic Parkway from SR- 125 to EastLake Parkway as an Enhanced Prime Arterial with eight lanes. The Applicant shall contribute a fair share toward the construction of the two additional lanes, 1o, As a condition of approval of the EastLake I SPA Plan Amendment, the City of Chula Vista shall initiate and direct a General Plan Amendment to designate Otay Lakes Road from SR- 125 to EastLake Parkway as an Enhanced Prime Arterial with seven lanes. The Applicant shall contribute a fair share toward the construction of the additional lane, 13 06/11/02 1 L Prior to issuance of Building Pennits for development within YC-1, YC-2 and BC-3, the Applicant shall contribute a fair share toward widening of Otay Lakes Road from H Street to Telegraph Canyon Road to six lanes or toward intersection improvements, which provides additional capacity along Otay Lakes Road. 12. Prior to issuance of Building Pennits for development within YC-1, YC-2 and BC-3, the Applicant shall contribute a fair share toward the widening of Otay Lakes Road from Bonita Road to H Street to six lanes or toward an intersection improvement, which provides additional capacity along Otay Lakes Road, 13, Prior to approval of the Parcel Map for YC-1, the Applicant shall construct and secure a second southbound left-turn lane at the Eastlake Parkway/Otay Lakes Road intersection to provide the necessary left-turn storage length required, Minimum storage to be 250 feet in a single lane or in dual lanes combined (see Figure 27 from the project traffic report attached to this MMRP) Noise 14, Prior to approval of the Final Map, Parcel Map, or Site Plan for BC-3 and YC-2 (whichever occurs first), an acoustical analysis of the proposed land uses shall be prepared and approved to detennine conformance with City standards. Paleontology IS, Prior to approval of any grading pennit for YC- 1, BC-3 and/or YC-2, the Applicant shall incorporate into grading plans, to the satisfaction of the City Engineer and Environmental Review Coordinator, the following: a) Prior to approval of the grading permit, the Applicant shall confinn to the City of Chula Vista that a qualified paleontologist has been retained to carry out the following mitigation program. (A qualified paleontologist is defined as an individual with a M,S. or Ph,D, in paleontology or geology who is familiar with paleontological procedures and techniques,) The paleontologist shall attend pregrade meetings to consult with grading and excavation contractors, b) During grading operations, a paleontological monitor shall be on-site at all times during the original cutting of previously undisturbed sediments of highly sensitive geologic fonnations (i,e" Otay Fonnation) to inspect cuts for contained fossils, (A paleontological monitor is defined as an individual who has experience in the collection and salvage of fossil materials.) The paleontological monitor shall work under the direction of a qualified paleontologist. The monitor shall periodically (every several weeks) inspect original cuts in deposits with unknown resource sensitivity (alluvium). 14 06/11102 In the event that fossils are discovered in unknown sensitive fonnations, it may be necessary to increase the per-day field monitoring time, Conversely, if fossils are not discovered, the monitoring effort may be reduced. c) When fossils are discovered, the paleontologist (or paleontological monitor) shall recover them, In instances where recovery requires an extended salvage time, the paleontologist (or paleontological monitor) shall be allowed to direct, divert, or halt grading to allow recovery of fossil remains. Where deemed appropriate by the paleontologist (or paleontological monitor), a screen washing operation for small fossil remains shall be set up, d) Prepared fossils, along with copies of all pertinent field notes, photographs, and maps, shall be deposited in a scientific institution with paleontological collections such as the San Diego Natural History Museum. A final summary report shall be completed which outlines the results of the mitigation program, This report shall include discussion of the methods used, stratigraphy exposed, fossils collected, and significance of recovered fossils, Geology 16, Prior to approval of any grading permit for VC-I, BC-3 and/or VC-2, the grading plans shall incorporate, to the satisfaction of the City Engineer, the geotechnical recommendations in the "Supplemental Geotcchnical Invcstigation for EastLake Village Center North Commercial Center" prepared by Pacific Soils Engineering, Inc. dated March 5, 2002, including but not limitcd to site preparation and rcmovals, slope stability and remediation, temporary backcut stability, over excavation of building pads, subsurface drainage, construction staking and survey, settlemcnt monitoring, earthwork and design considerations, and slope maintenance, 17. Prior to approval ofthc improvement plans and building pennits for all phases of the project, all improvements shall be in compliance with seismic design standards of the Unifonn Building Code and requirements of local governing agencies. Water Quality 18, Prior to approval of grading/construction plans for VC-I, BC-3 and/or VC-2, the Applicant shall obtain either (a) Gcneral Construction Activity Stonn Watcr Permit (NPDES Permit No, CA 0108758) from the SWRCB or (b) a municipal permit from the City ofChula Vista that is in effect at the time of issuance of construction/grading pennits. Such pennits arc required for specific (or a series of related) construction activities which exceed five acres in size and include provisions to eliminate or reduce off-site dischargcs through implementation of the SWPPP. Specific SWPPP provisions include requirements for erosion and sediment control, as well as monitoring requircments both during and aftcr construction, Pollution control measures also require the use of best available technology, best conventional pollutant control technology, and/or best managemcnt practices to prevent or reduce pollutant discharge (pursuant to SWRCB definitions and direction). IS 06/11/02 The SWPPP also includes specified vehicle fueling and maintenance procedures and hazardous materials storage areas to preclude the discharge of hazardous materials used during construction (e,g., fuels, lubricants, and solvents) and specific measures to preclude spills or contain hazardous materials, including proper handling and disposal techniques and use of temporary impervious liners to prevent soil and water contamination. 19, Prior to approval of grading/construction plans, site plans, and/or building permits for VC-I, BC-3 and/or VC-2, the Applicant shall demonstrate to the satisfaction of the City Engineer compliance with all of the applicable provisions of the Municipal Code, Model SUSMP for the San Diego Region, and the City of Chula Vista SUSMP as may be adoptcd in the future. The Applicant shall incorporate into the project planning and design effective post- construction BMPs and provide all necessary studies and reports demonstrating compliance with the applicable regulations and standards, BMPs shall be identified and implemented that specifically prevent pollution of storm drain systems from the gas station, car wash, restaurants, parking lots, and trash collection areas, 20, Prior to approval of final or parcel map, and/or building permits for VC-I, BC-3 and/or VC- 2 (as detennined by the City Engineer), the Applicant shall submit and obtain approval from the City Engineer of a maintenance program for the proposed post-construction BMPs, The maintenancc program shall include, but not be limited to: I) a manual describing the maintenance activities of said facilities, 2) an estimate of the cost of such maintenance activities, and 3) a funding mechanism for financing the maintenance program. In addition, the Developer shall enter into a Maintenance Agreement with the City to ensure the maintenance and operation of said facilities. Air Quality 2 L Prior to approval of building permits for each phase of the project, the Applicant shall demonstrate that air quality control measures outlined in the EastLake I Supplemental Air Quality Improvement Plan pertaining to the design, construction and operational phases of the project have been implemented, 22, Prior to approval of any grading permit for VC-I, BC-3 and/or VC-2, the following measures shall be placcd as notes on all grading plans and implemented during grading of each phase of the project: a) Minimize simultaneous operation of multiple construction equipment units; b) Use low pollutant-emitting equipment; c) Use catalytic reduction for gasoline-powered equipment; d) Use injection timing retard for diesel-powered equipment; c) Water the grading areas a minimum of twice daily to minimize fugitive dust; f) Stabilize graded areas as quickly as possible to minimize fugitive dust; g) Apply chemical stabilizer or pave the last 100 feet of internal travel path within the construction site prior to public road entry; h) Install wheel washers adjacent to a paved apron prior to vehicle entry on public roads; 16 06/11/02 i) Remove any visible track-out into traveled public streets withiri 30 minutes of occurrence; j) Wet wash the construction access point at the end of each workday if any vehicle travel on unpaved surfaces has occurred; k) Provide sufficient perimeter erosion control to prevent washout of silty material onto pub1ic roads; I) Cover haul trucks or maintain at least 12 inches of freeboard to reduce blow-off during hauling; m) Suspend all soil disturbance and travel on unpaved surfaces if winds exceed 25 mph; n) Cover/water onsite stockpiles of excavated material; and 0) Enforce a 20 mile-per-hour speed limit on unpaved T agree to implement the mitigation measures required as stated in this Section G of this Mitigated Negative Declaration, r;; j, v1<c ß='¿e"~ Jvve- I z, '-"'0"'- Name, Title Date Name, Title Date II. Consultation I City ofChula Vistª: Alex AI-Algha, Senior Civil Engineer Lombardo DeTrinidad, Civil Engineer Jim Newton, Civil Engineer Luis Hernandez, Principal Planner Stan Donn, Associate Planner Mary Venables, Project Planner Applicant's Agent: Bud Gray and Associates, Bud Gray, Principal Cinti and Associates, Gary Cinti, Principal Village Center Marketj)lace Developer: Colton Sudberry, Sudberry Properties Tnc, 17 06/11102 2. Documents: · EastLake Master EIR (EIR 81-03), February 1982. · EastLake I SPA Plan Supplemental EIR (EIR 84-01) January 1985. · EastLake I SPA Plan AmendmentlKaiser Perrnanente Chula Vista Medical Center Supplemental EIR (ErR 92-01), June 12, 1992. · Olympic Parkway Disposal Sites MND (IS-02-009), December 6,2001. · City Council Resolution No. 16702, June 30,1992, · City Ordinance No, 2522, July 6,1922. · Draft EastLake II General Development Plan Amendment, May I, 2002. · Draft Supplemental Sectional Planning Area Plan for EastLake Village Center North, May 20, 2002. · Draft EastLake II Planned Community District Regulations Amendment, May I, 2002 · Draft Design Guidelines for the EastLake Village Center Supplemental Sectional Planning Area, May 20, 2002, · Draft EastLake Vil1age Center North Public Facilities Finance Plan, prepared by Burkett & Wong, May 17, 2002, · Revised Supplemcntal Geotechnical Investigation for EastLake Vil1age Center North Commercial Center, Pacific Soils Engineering, Inc, March 5, 2002, · Water Quality Technical Report for EastLake Vil1age Center, Rick Engineering Company, March 5, 2002, · Detention Basin Analysis for EastLake Vil1age Center North, Hunsaker & Associates, March 4, 2002, · Traffic Impact Analysis for EastLake Vil1age Center North, Linscott, Law & Greenspan, May 8, 2002, · EastLake Vil1age Center Project Environmental Noise Assessment, Dudek & Associates, Inc, April 29, 2002, · Draft EastLake I Supplemental Water Conservation Plan, Jay Kniep Land Planning, May 10,2002, · Draft EastLake I Supplcmental Air Quality Improvement Plan, Jay Kniep Land Planning, May 10, 2002, · EastLake Vil1age Center North Water Analysis, PBS&J, February 2002. · EastLake Vil1age Center North Sewer Analysis, PBS&J, March 2002, · Phase I Environmental Site Assessment, LD Romine and Associates, January 7, 2002. · Biological Resources Technical Report & Impact Analysis for EastLake Village Center Project, Dudek & Associates, April 2002. I. Environmental Determination I find that although the proposed project could have a significant effect on the environment, there wil1 not be a significant effect in this case because the mitigation measures described in this document and the MMRP (Attachment A) have been added to the project or agreed to by the Applicant prior to release of this document for public review, Such mitigation measures would avoid or reduce the environmental effects of the proposed project to below significance, This Mitigated Negative Declaration has been prepared in accordance with Section 15070 of the 18 0611 1102 Guidelines for the Califomia Environmental Quality Act (CEQA) as amended December 200!. This rcport reflects the independent judgment of the City of Chula Vista, Further infonnation regarding the environmental review of this project is available from the Chula Vista Planning Department, 276 Fourth Avenue, Chula Vista, CA 91910. /;¡aJ~/O~~ Date: &//c2/ {).:z , " Marilyn R. F Ponseggi Environmental Review Coordinator 19 06/11/02 --~ "- , L___ RrÆRS!DE COUNTY ----~----- ~ DIEGO COUNTY CAJ.<p PENDlETON RINCON V1STA ESCONDlDO , -0<_ '7 DEL "-'" O· "" '" , SAN rom LOW;, · ............. · · · · US' -- "= ------..-.... 0 ? 8 I MILES LtG, fo.-1ay 8, 2002 FIGURE 1 Regional Location San Miguel Ranch Eastlake III GDP ",<>" '" I ç<>' il.l ,,,<' 0 EastLake II II Greens & Trails Olay Ranch II Village II Center North II " Draft Supplemental SPA Plan ~'¡<1Y 20, 2002 FIGURE 2 Vicinity Map Lg\ Ii" C H ~ c o ~ 1§ µ:¡ 0:: .3 --I N..µ Õ ~ C ~ ~ ~ ð:: :s Ö s ~ ~ g ~ ~ V :> ~ :¡o Q ...-< ~ .... a:: ~ C () o "0 ~ '-' 0, o "0 <t:: o Q, ~ ~ -~~.~~~ - ,. i i ., ~ . \~, ·1 ~. , : ~ ~ o o ~ ~ ~ ~ 01 ~ ~ " co '<t ~ .- l/) ~ '" :> oJ) .- 0 .-- N.- .-- :,:> y / 0 N N N .... 1'-.0 " , 00 ~.~ : .! qa)'<t~~1I! ,..;~~ I :J (') '<t CD .-- N CD '£>-0 'tJ g~ · . . CD N co ..., <'11'<t 0>..... r--- ..-. ~ "": N 0 <'} .... 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':::'.~ ...J. "", , CJ'¿r;",h',. , 1'-;1\, ;3 ., PROJECT I OCA'I'ION ì /?-t~,~.... ..... .-J¡;'i(,'~' )'¿ SAIT CREEK . . '. / _. ". \. ý_f" - ".' -, ,f~,;;.. c·~;;;:iÇrr }~~o..~ <' P¥al. ATTAOø>W ; œøTY JOe TAAŒT /1v :rr._ \1 '~, ,.-~,=-------:-<}I, OQ <n'--" J .........- PB<II4TrED (r "II' ~.....- .. " , . " ......-.:v ~ CÐftTY DJ " 'Ij¡. 1-,-"- :. ~..--. ., '. F :,t" /1'=---'--", '--~,i -. t:;,. R-te D ö--5 U. U 1"i ' ':;j.' '" ,I ~ "" , .." "'" ". = .. ' ii: \'\, 1', ))-~l" R-tII A 1:5-2$ U 1tUI ,... s=.II¡" \,0.,'-"b//-r~\ ',?-'.' TOT.... ¿" "~ '~",,/ L' '. j 12.1 __ __, SðO ,.,~~_.j,,c~' ",':..,., ~- c:f'B4sPACE e.5 -- -~ ...- .. -:. œ--,!. CF9t:!!PloGE 1.0 NoACe. UlK)U!iE .ocÆ:S \ -. NO . . ""."......"""" w SPA Key Map . , 05-18 ,CJ"9t""'Œ:U F--2 F\Jf\.Æ'-'- 3.5 'J œ--TSI ,~~ 72 ="- ... City of ('hula Vista June, 2002 FI G URE 4 Adopted SPA Plan ¡-.;:>I \ II \t-~)I, RS-5 4~ ~" :;::::: -' ",-,>þ¿: hi , -~"'~'-~ RC-22 I .,-----.., ~' l\ RE-3 Ì'Y~" " " \\ -~ , / ":"\~ <'1\) '\f ~\ RE-3 /)'~-1..J.".RS--5 /:. RP-~ '\~" II __ ~ ~, \ ¡ \ _-.; \ \\ , BC-2 ( \ ""'V '~OS~ ~~ BC-2 ç¡¡ BC-21 BC-2 ..., \ \\ RS-5.1.Þ 'i os-< \L It.. 9 \ BC-1' '\\ ~ 'P-'v-~ lTJ~ \_ ~ /,7 _ ,,~_ ~__::::-... ~ I ì Bc-Œ ,,/~\\~ BC-;~ ~ \ /¡ 0S-1 ~ VC-1 ~ ff::;~=< ----.., /j :-\-', : /\(!R¢-¡,....---:~~", ",; ~ L ~ ,,1/ ;<:~#~ '/ "/J-.", ~, · (.;;f~' Jill\.'"" ~'f¿.f ~"1.---~ ,... I I .....1/ ...þ( /' ~ /, ""-'(.. ""-'>- .M> '(;:;0 05-4 ..... '........ I .- '05-4 /~ PA ¡IIL...\ It.e-"Ii',;;;:-,/'): J r-~"''''ýr--'-~ ~/, Y ~P, ~ ,¡. .J, 'H ~ ~ y '"" ¡ I \\RC"\~7: \-" 11 \~:? N . \ \ -.....¡ OS-<; I",,-s<"~ D OS-::!. \._J_ _ RP--t I os-< --,,~..... .-J....- ~R¢-" =0 . Ik"tt-, ~r~"Q~QS.4~'~~~ r, IJ---iI I , ~ ~1<" ~J. RS-5 " II 05-4 \\"'~ I ~S-7, \...... ~ ", '"'" 't I ~ ,y. \ 1 ..,:.. ~ 17 I RM-25 ~~-r\\ \ \ " ,,~"{"" );'/ I . PO, \ .........."", / \ - '\ ~ \~S-7 \ \ '\ .........." '......v,// 0S-7 RESIDENTIAL ~L PO -\~"\RC-1~~<-:::\ ì ì I RS-S '):j;§ RS-5.-1: ru R~E_ ¡ - ~V ~RS-5 \ ': //rz '....., -.=:! _SingleFamity ~ I ~, ,0S-4~)\ i:~/'" \\-//.--- , ' ~.~ FC ~ ", / \" .JC"~ RP-13 / 0S-7 ResIdential Single Famity I ~"v ~ ~ '2 /~ --ConcepI ¡ I ~~ ~ '~', RS-5'-r=""'" // ~ _.....Smallot ~ ~ \\ RM-25"~' í ~ 0. 1\ '~/: -. ...... -..J \.. OS-> ,/': Reodoootial Planned Concept ~__~ :: ~ _ Cuo4.,_"" PI l' k .4jaI COUdoh1iuiurn SPECIAl PURPOSE _oIIaI Muli-Famity Open Space R_IIIaI~amity Space VILLAGE CENTER & COMMERCIAL Open Space ~ eer- (Retaif) Space VIIage Center (Prof. Admin/Ltd_ Retail) Open Space Centw (Retail) Open Space FrMØY Comrn4wdaI Open Space PA PI r '-oaI&_ FuItn Urban DisIrid BUSINESS CENTER P\öc QJasi-PubIc; Dimd ~-'CenIoof- ~ParI< Dimct Commo.riIy Purpose Fadity GH) Gt-' _ Und Use Dimct 0IIe!Iay BC-2 BusIness eer- . Manu/acIuring SeMce DmricI <- ID s.don ß-3D in PC Dist. Regs) BC-3 Business Center· Core District Draft F:astlake II rrnm Proposed Amendment Location Planned Cc>mmunity District R"g--.llati"ns l\'l"y 20. 2002 FIGURE 5 Proposed Land Use Districts I ~ ""1 g ~, "- u u..: u.: "- oL u.: u.: u.: u.: u: --,-,-._-- , <d"'ö .",,'" "",U<"'g","'",,,, C zfÐ Ii" g ~~-~ ~~~-~~~~~~- u " F:~8I g ~ \:i~ CD <Z .--< H ;~ ~ >0 I uJ~ z " ,~ 0" < jj- ~ ~ ~ ü ~. 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",,;' ~~~:0 . 1'-----<"~ ~,..t~. , ., Village Center No. .' ,~,. .:'-' . SPA Location !'J!j I Parcel I Land Use I Acres I VC-1 Village Center 38.1 _. . _ SPA I Boundary VC-2 Village Center 13<6 Supplemental Village E-10 ViI. Ctr. Employment 16.4 - . . - Center North SPA Boundary Total 68.1 Note: This exhibit and sta6s6cs are for the Village Center North Supplemental SPA Planning Area only Refer to the EastLake I Site Utilization Plan for total SPA Plan statistics. Draft Supplemental SPA Plan r.,..1aj-' 20, 2002 FIGURE 8 Proposed Site Utilization Plan TABLE 1 PM Peak Hour Intersection Operations INTERSECTION EXISTING EXISTING + YEAR 2005 YEAR 2005 PROJECT WITHOUT WITH SR 125 SR 125 DELAY 1 rLOS 1 DEiAY 1 LOS''- DELAY LOS DELAY LOS ¡- Telegraph Canyon RdJOtay Lakes Rd, 34,0 C 40.0 0 542 0 41,9 0 Otay Lakes ReURutgers Ave, i 3.4 B 14.3 B 2û.ô C 16,0 8 Otay Lakes RdJSR 125 SB Ramps DNE DNE ONE ONE ONE ONE 40.4 0 Otay Lakes RdJSR 125 NB Ramps ONE ONE ONE ONE ONE ONE 10.6 B Otay Lakes RdJM3in Entrance 13,0 B 430 0 46.0 0 49.5 0 0I3Y Lakes RdÆ3stlake Pkwy 30.9 C 380 0 47.2 0 51,6 0 Eastlake PkwyJ Miller Dr, 3 WBL 4 16.1 C EBL 4 5 5 Eastlake PkwyJ Fenton SL 3 WBL 4 16.2 C EBL 4 s 5 Olympic PkwyÆastlake Pkwy, 6 " 6 G 34.3 C 525 0 Olay Lakes RdJLane Ave, 19.9 B 20.0 C 268 C 27.6 C Otay Lakes RdJllunte Pkwy. 31.1 C 33.2 C 28,9 C 33.9 C Notes: 1 DeJay -~ Average delay per vehicle in seconds; LOS - Lev",,1 of Service 2 ONE - Does not exist. 3 Unsignalized intersection 4 WBL - Westbound left-tum movement; EBL - Eastbound left-turn rnovernent; 5 This movement does not exist currently, 6 Currently not an intersection as only two legs of the intersection are built 7 LOS E ;:md F shown in Bold and ltafÎcs. UNSIGNALIZED INTERSECTIONS SIGNALIZED INTERSECTIONS AVERAGE CONTROL DELAY LEVEL OF PER VEHICLE SERVICE AVERAGE CONTROL DELAY LEVEL OF PER VEHICLE SERVICE 0,0 < 100 A 10.1 to 15.0 B 00 S 10.0 A 15.1 to 25,0 C 10_1 to 20_0 B 251 to 35,0 D 21-1 to 350 C 351 to 50,0 E 35.1 to 55,0 D ~ 50.0 F 551 to 80,0 E ~ 80,0 Linscott, Law &. Greenspan. l\·lay 8, 2002 TABLE 2 Buildout Peak Hour Intersection Operations INTERSECTION PEAK DELAY LOS HOUR Telegraph Canyon RdJOtay Lakes Rd, PM 521 D Otay Lakes RdJRulgers Ave, PM 232 C Otay Lakes RdJSR 125 SB Ramps PM 496 D O\ay Lakes RdJSR 125 NB Ramps PM 16.0 B Otay Lakes RdJMain Entrance (Vons Dwy) PM Ot3Y Lakes r,d/Eastlake Pkwy, AM PM [astlake PkwyJlvliller DL 2 WBL 3 WBR' [astlake F'kwýJFenton SL 2 WBL 3 WBR' Olympic Pk,^,JEastlake Pk,^y PM 51.5 D Olay Lakes RdJLcmc Ave, PM 290 C Otay Lakes Rd .IHunte Pkwy. PM 52,0 D Notes: 1 Delay - Average delay per vehicle in seconds; LOS - Level of Service. 2 Unsìgnalized intersection, 3 WBL ~ Westbound left-turn movement; EBL - Eastbound left-turn movement; LOS E and F shown in shaded cells in Bold and Italics Mitigated LOS and Delay shown in BOLD, UNSIGNALlZED INTERSECTIONS SIGNALIZED INTERSECTIONS AVERAGE CONTROL DELAY LEVEL OF AVERAGE CONTROL DELAY LEVEL OF PER VEHICLE SERVICE PER VEHICLE SERVICE 0,0 < 10.0 A 0,0 < 10.0 A - 10,1 to 15,0 B 10,1 to 20.0 B 15,1 to 25,0 C 21-1 to 35,0 C 25,1 to 350 D 35,1 to 55.0 D 35.1 to 50.0 E 55.1 to 80.0 E >: 500 F > 800 F Linscott, L."l.W & Greenspan, May 8, 2002 :r: (f) ~¡{ff~ !::: 0 u fQ"iùJfOJ<tcom«« ü <t «,::(U<1::<.:( ffi<t > N -1 þJjl8\.,~.¡jt/;~; > ~"" l!) 1.." ¡-----'- --~ .::"",!! ,-- g ~ W g ~~4g g g g g g g g g g g g g g g No::: ¿ 0 1¥Q)~J.l00000c) 0 0 00000 00 0:::00 J l() ">"~-.:--t----.,,--('0-o)W- t[) m r-----m-wCDC'oi -.,,--N- ..... ..J "'<t -," ,',V (T") '<j'..q- N.,- ,,","-- N N N "':t N ...... 0 . ~ w > r ---- '" ~ S u 11100 U 0 <1: « 0 « « « ü <1: « [f) « o ~ ~ r- '" __ ::',;, ,;~ ~ :00 '" UJ 0 B:bJo 0 0 0 0 C> 0 0 0 U 0 0 0 00 LL N 0 !!:5'þ:O 0 0 0 0 0 0 0 00000 00 <c:r: -.:- ¿ 0 ~~C:>_C>_O_O_O_O_ 0 0 0_00_00_ 0_0_ W I- :::I 0 !~~>o CD ill 0 OJ (D CD N IT¡..---- r---- -.o::t I'- 00 >-3:: ...J If) ga-W:LO--.::t"'<tLDN-.:- ,- N ..,---0104..-- "-tN D ~ !'ffi E ---,----- --'l\?f1¡ "II!~~ -.-----~--- :?~; .-------- ~ (f) [;~ ~jff, W WW ro + ~ 0 Big,: momm(Q<[«<t: m <t lQ-'<{««Z zz ~ .-..J ,.,., ~ 0 00 0 <-' r\ ,~-£1 ~~ :;::: Zw I-- "'" - ':;; 1J ¡::. 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Prime Arter-ia! ~)O, 000 East!ake Pkwy. to l;::mc Ave. Prime Arteria! 50,000 42,000 B Lane Ave. to Hunte Phvy, Prime Art(~rial 50,000 33,000 A FENTON STREET East of Eastlakc Pkwy, 17,000 14,000 C LA MEDIA ROAD Telegraph Car1yon Rd. to P;::¡lomar St Prime Arterial 50,000 28,000 A EASTLAKE PARKWAY N/O Miller Dr Class I Co!lector 22,000 6,000 Miller Dr. to Fenlon SI. Mdjor Arieria! (4L) 30,000 SJ}OO Fenton St. to Olay Lakes Rd, Major Arterial (4L) 30,000 25,000 Otay Lakes Road to Olympic Pkwy, Prime Arterial 50,000 South of Olympic Pkwy, Major Arterial (6l.) 40,000 OLYMPIC PARKWAY SR 125 to Eastlake Pkwy_ Prime Arterial 50,000 Eastlake Pkwy to Hunte Pkwy Prime Arterial 50,000 Notes: 1. Easllake III Traffic Impact Analysis, March 2001 (and includes project traffic). 2. Built to neither Class I Collector nor Class II Collector standards, Mid-point LOS C capacity between the roadway classifications assumed. Levels of service D, E and F indicated in bold with shading, Linscott, Law & Grecuó'pan, J\.lay R, 2002 ATTACHMENT "A" Mitigation Monitoring Reporting Program IS-O 1-042 This Mitigation Monitoring Reporting Program (MMRP) is prepared for the City ofChula Vista in conjunction with the proposed EastLake Village Center North (IS-Ol-042) project. The proposed project has been evaluated in a Mitigated Negative Declaration (MND) prepared in accordance with the California Environmental Quality Act (CEQA) and City/State CEQA Guidelines. The legislation requires public agencies to ensure that adequate mitigation measures are implemented and monitored on Mitigated Negative Declarations, such as IS-Ol-042, The MMRP for this project ensures adequate implementation of mitigation for the following potential impacts: 1. Water Quality As discussed in the EastLake Village Center North MND, grading, construction and operation of the proposcd project would increase the potential for erosion and impacts on water quality from runoff that contains silt, oils, fuel residues, etc. 2, Air Quality As discussed in the EastLake Village Center MND, the proposed grading of the site would generate construction equipment emissions and airborne particulates. In addition, particulates associated with grading equipment (particulates from haul trucks, dirt on the truck tires, and dirt on unimproved portions of haul routes) would become airborne during hauling operations, The incremental increase in mobile emissions from site improvement would contribute to existing air quality violations on a short-tenn basis. 3. Geology As discussed in the EastLake Village Center North MND, grading of site would impact unsuitable geologic conditions. 4. Transportation As discussed in the EastLake Village Center North MND, the project would generate sufficient volume of traffic to reduce levels of service on segments of EastLake Parkway and Otay Lakes Road, as well as several intersections on Otay Lakes Road and EastLake Parkway to unacceptable lcvek 5. Paleontological Resources As discussed in the EastLake Village Center North MND, the grading of the site may impact the Otay Fonnation, which has high paleontological resource potential. 6/11/2002 I 6. Noise Site plans for the VC-2 and BC-3 parcels are not being proposed at this time. If the noise level at outdoor use areas in the parcels exceeds the City's noise standards, the noise impact would be considered significant Due to the nature of the environmental issues identified, the Mitigation Compliance Coordinator shall be the Environmental Review Coordinator for the City of Chula Vista. It shall be the responsibility of the applicant to ensure that the conditions of the Mitigation Monitoring Reporting Program are met to the satisfaction of the Environmental Review Coordinator. Evidence in written form confirming compliance with the mitigation measures specified in the EastLake Village Center North MND (IS-OI-042) shall be provided by the applicant to the Environmental Review Coordinator. The Environmental Review Coordinator will thus provide the ultimate verification that the mitigation measures have been accomplished. 6/11/2002 2 E '" ~ (J) 0 a: (J) ~ <: ë t ~ 0 E 0- E Q) 0 D::: () l:J c: '" (J) <: '¡: g w c: " ro 0 ~ :;; Q; 0 ë. ~ - <: E 0 0 }g ~ () '2 (J) ;e ~ :;; :c E E .¡¡¡ >- ~ ct ~ " " o " " " " 0.0- Õ. Õ. 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