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Home My WebLink About10-24-23 - Service Requirements - 23-062 951-674-3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com BOARD OF DIRECTORS Harvey R. Ryan, Treasurer Andy Morris, President Darcy M. Burke, Director Chance Edmondson, Vice President GENERAL MANAGER LEGAL COUNSEL DISTRICT SECRETARY Jack T. Ferguson, Director Greg Thomas Best, Best & Krieger Terese Quintanar October 24, 2023 EPD Solutions Attn: Dane Palanjian 3333 Michelson Drive Irvine CA, 92612 SUBJECT: SERVICE REQUIREMENTS FOR BAKER INDUSTRIAL – APPLICATION NO. 23-062 On June 12, 2023, a Due Diligence meeting was held with Elsinore Valley Municipal Water District (District) and the Owner/Developer and/or Engineer of the subject project to discuss the water and/or sewer requirements for this project. The project consists of two industrial buildings 207,550 SF and 778,720 SF located at 378-020-014, 015, 016, 028, 029, 030, 031, 036, 037 and 048 . The project site plan is attached herein. The Owner/Developer shall comply with the following preliminary requirements to obtain water and/or sewer service from the District. A map of the existing water and/or sewer facilities is attached herein. Project Specific Requirements: 1. The Owner/Developer shall provide a hydraulic water study that analysis average day demand, peak hour demand, max day demand and max day and fire flow demand per the Water Master Plan criteria. The water study must be approved prior to plan check submittal. 2. The Owner/Developer shall construct public water facilities as noted on the approved Water and/or Sewer Studies. 3. The Owner/Developer shall construct a mastered planned (FT-17) public Zone 1434 36-inch transmission main in Baker Street from Nichols Road to the 14 34 Reservoir. 4. The Owner/Developer shall construct an offsite public Zone 1434 minimum 12- inch watermain in Baker Street along the project’s frontage as shown in in exhibit attached herein. The project team asked if they could connect to the 1434 transmission main instead of constructing a parallel 12-inch waterline , this can be considered if proof is provided that no other development will need to connect to the required 12-inch water main. 5. The Owner/Developer shall construct an onsite public Zone 1434 minimum 8-inch looped watermain within the development. 6. The Owner/Developer shall construct an offsite public minimum 8-inch gravity sewer main in Baker Steet from the project easternly boundary to the existing temporary Nichols Rd Lift Station. 7. The project shall demonstrate to have sew er capa city allocated fo r the project to the existing or upgrade of the Nichols Rd Lift Station through an agreement for sewer services. If not, the Owner/Developer shall construct the mastered planned (RLS-16) permanent Nichols Rd Lift Statio n. General Requirements: 8. The Owner/Developer shall construct a public individual minimum 2-inch domestic water service with backflow device for each building/suite. 9. The Owner/Developer shall construct a public individual minimum 2-inch irrigation water service with backflow device for each parcel. 10. The Owner/Developer shall construct a private minimum 6 -inch sewer lateral for each parcel. 11. The Owner/Developer shall submit a Fire Flow Test Application if required by the Fire Department. 12. The Owner/Developer shall submit a Will Serve Application to quote the water and sewer capacity fees. 13. The Owner/Developer shall dedicate to the District an easement for all public water and sewer facilities constructed within the private property. A minimum 20- ft wide easement is required for one utility. No building, fences, walls or other structures of any kind, or trees, shall be installed, constructed, erected, placed planted or maintained in any portion of the easement area, and no shrubs or other plants or vegetation shall be placed, planted or maintained in the portion of easement area. 14. The Owner/Developer shall record a Water Rights Grant Deed to grant the water rights to the District. 15. The Owner/Developer shall submit a Plan Check application for the review of the Water and Sewer Improvement Plans for the project. 16. The Owner/Developer shall submit an Inspection Application for the inspection of the facilities to be constructed. The District has assigned the following work order number to this project WO# 23-062. All future correspondence to this project must include the work order number provided. Attached as Exhibit A is a list of forms, application and fees required to comply with the requirements mentioned above. If you have any questions, please contact the Engineering Department at (951) 674-3146 Ext. 6705, engservices@evmwd.net. EVMWD offers a variety of rebates and resources to help our customers save water. For more information, visit our Water Efficiency page at www.evmwd.com/conservation or contact our Water Efficiency Specialist at 951-674-3146 x8247. Respectfully, Mayra A. Cabrera Principal Engineer – Development Services CC: File; City of Lake Elsinore Attachments: Forms, Applications and Fees Site Plan Water and Sewer Map 951-674-3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com Forms, Applications and Fees The list below details all the typical forms, application and fees that are submitted to Engineering Department. ONLY THE CHECKED ITEMS ARE REQUIRED FOR THIS PROJECT. The application and forms may be downloaded by clicking the hyperlinks below or by visiting the following website: https://evmwd.com/development/forms-applications-and-related-documents/ 1 The fees and deposits noted are the rates at issuance of this letter. The Owner/Developer will be responsible to pay the most current rates published by the District at the time of payment. Req. Items Name Description Fees/Deposit 1 Plan Review ☒ Utility Request Form This form is required to obtain existing record drawings. No Fee Duration – 3-5 days ☒ Studies (Plan Check Application) This application is required to initiate the review of water and sewer studies. Use the following templates: Water Study Template Sewer Study Template Deposit – min. $5,000.00 Duration – 4 weeks ☒ Plans (Plan Check Application) This application is required to initiate the plan review of the water, sewer and or recycled water improvement plans. The plans must conform to the District’s Standards and Title Block requirements. Use the following templates: Easement Template – Required for public water and/or facilities within private property. Water Rights Grant Deed Template – Required for all multi-family, commercial, and industrial projects. Deposit - 3% of Engineers Cost Estimate (min. $3,500.00) Duration – 4 weeks ☒ Fire Flow Application This application is required to request Fire Flow information from a specific hydrant within the water system. Application Fee - $125.00 Fire Flow Credit Card Form Duration – 3 weeks ☒ Will Serve Application This application is required to determine the water and sewer capacity fees for residential developments. These capacity fees will be due prior to water meter installation. Application Fee - $170.00 for Single Family Residence or $340.00 for Tract Fee – Refer to Capacity Fees Duration – 6 weeks ☒ Commercial Industrial Information Form This application initiates the review of regulatory environmental compliance of discharges into the sewer system for commercial and industrial developments. No initial fees. Fees will be determined after application had been reviewed. Construction ☒ Inspection Application This application initiates the inspection for the construction of the project. Deposit – 16.5% of Engineers Cost Estimate (15% for inspection services and 1.5% fee for mapping services) (min. $7,000.00) Duration – 3 weeks (Materials Submittals) BLDG. 1207,550 s.f.BLDG. 2778,720 s.f.FLOOD P L A I N SAWPABAKER ST.NICHOLS RD.PIERCE ST.BAKER INDUSTRIAL CONCEPT SITE PLANLAKE ELSINORE, CA Sou rces : Esr i, H ER E, Garm i n , In te r m ap , incr em ent P C o r p ., GEBC O, U SGS, FAO , NPS , NR C AN ,Geo Base , IGN , Kada ster NL, O rdn ance Su r vey, Esr i Ja p an, M ET I, E sri C hina (H ong Kon g), (c)Ope n Stree tM ap contr ibu to rs , and the G IS Us e r C om m un ity Date: 5 /2 3/2 023 Vicinity Ma p - Bak er Indu str ia l - 2 Industrial Buildings - Wa ter & Se we r ± 0.3 0.30 mi Dat a S ources: EV MWD, Count y of Riverside Time: 11 :25 :2 6 AM Le ge n d Parce ls _Que ry res ul t EVMWD B ou nd ary EVMWD S ph ere of In flu en ce Hig hw a ys Str ee t C en te rli ne s Parce ls Non Po table Pr es sur e Ma ins Air R ele as e Blo wo ff Dis tri bu tio n Ma in Hyd ran t L ate ral Samp li ng Poi nt Tra nsm issi on Mai n Dra in L in e Fe e C red it s Se we r Fe e C red its Water Re imb urs eme nts - Se we r Re imb urs eme nts - Water Fo rce M ai n Gr avi ty M ain s Lift Statio n Ag Line Ag L ine Op en Ca na l Sip ho n Ant hony M . 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