The URL can be used to link to this page

Home My WebLink About10-24-23 - Service Requirements - 23-062 .. BOARD OF DIRECTORS Harvey R. Ryan,Treasurer v Andy Morris, President Darcy M. Burke, Director ELS I N ORE Chance Edmondson,Vice President Jack T. Ferguson, Director VALLEY GENERAL MANAGER Greg Thomas MUNICIPAL WATER DISTRICT LEGAL COUNSEL Best, Best& Krieger DISTRICT SECRETARY 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-o62 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, o16,028, 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 1434 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 sewer capacity allocated for 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 Station. General Requirements: 951-674-3146 1 31315 Chaney Street, Lake Elsinore, CA 92530 1 www.evmwd.com 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. io. The Owner/Developer shall construct a private minimum 6-inch sewer lateral for each parcel. ii. 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-o62. 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,engservicespevmwd.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 . Cabrera Principal Engineer—Development Services CC:File; City of Lake Elsinore Attachments: Forms,Applications and Fees Site Plan Water and Sewer Map 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/ Req. Name 1Fees/Deposit Items j�� Plan Revie 0 Utility Request Form This form is required to obtain existing No Fee record drawings. Duration—3-5 days This application is required to initiate Studies(Plan Check the review of water and sewer studies. Deposit—min. $5,000.00 0 Use the following templates: Application) Duration—4 weeks Water Study Template Sewer Study Template 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. Plans(Plan Check Use the following templates: Deposit- i of Engineers Cost 0 Estimate(min. $3,500.00) Application) Easement Template—Required for Duration—4 weeks public water and/or facilities within private property. Water Rights Grant Deed Template— Required for all multi-family, commercial,and industrial projects. This application is required to request Application Fee- $125.00 0 Fire Flow Application Fire Flow information from a specific Fire Flow Credit Card Form hydrant within the water system. Duration—3 weeks This application is required to determine Application Fee- $170.00 for Single the water and sewer capacity fees for Family Residence or$340.0o for Tract 0 Will Serve Application residential developments.These capaci r ty Fee Refer to Capacity Fees fees will be due prior to water meter Duration 6 weeks installation. This application initiates the review of 0 Commercial Industrial discharges into the sewer system for regulatory environmental compliance of No initial fees. Fees will be determined Information Form commercial and industrial after application had been reviewed. developments. nstr Deposit— 16.5%of Engineers Cost Estimate(15%for inspection services 0 Inspection Application This application initiates the inspection and 1.5%fee for mapping services)(min. for the construction of the project. $7,000.00) Duration—3 weeks(Materials Submittals) 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. 951-674-3146 1 31315 Chaney Street, Lake Elsinore, CA 92530 1 www.evmwd.com BAKER INDUSTRIAL CONCEPT SITE PLAN LAKE ELSINORE, CA I I _2 Aft 1 I 1 \ I 1 I i r z � 1 ,I - T- " -YQ/"�A ER ST - ----- --- --- \ \_ - -- _ -c-- --- .SAWPA---- - - - - co I , w BLDG. 1 Lu 207,550 s,f BLDG. 9 — ' 778,720 .f. i� � I o 0 0 o 0 0 0 o 0 0 O - \q<t�� a l /j o / / R W L EGEND FL OODPLAIN ZONE (2020) VALLEY—IVYGLEN SCE LINE ALIGNMENT 80' 0 BO' 160' • RELOCATED POWER POLES SCALE/N FEET VALLEY—IVYGLEN POWER POLES EXISTING POWER POLES • c UPDATED 4-3-2023 �voiniE�'s • • • • • �1�111�11'�;�1, 111�11�R • - ■ " . ® LiftStatbn �;i