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06-17-22 - Preliminary Service Requirements - 22-051
Board of Directors General Manager Darcy M. Burke, President Greg Thomas Andy Morris,Vice President District Secretary Chance Edmondson, Treasurer Terese Quintanar Harvey R. Ryan, Director Elsinore Valley Municipal Water District Legal Counsel Phil Williams, Director Our Mission... Best Best&Krieger The EVMWD team delivers total water management that powers the health and vibrancy of its communities so life can flourish. June 17, 2022 Lake Elsinore Mission Trail, LLC Attn: Brett Crowder 1020 Second Street, Suite C Encinitas, CA 92024 SUBJECT: PRELIMINARY SERVICE REQUIREMENTS FOR T38378 MISSION TRAIL SFD -WO# 22-051 On May 23,2022,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 sign-in sheet for this meeting is attachment as Exhibit B.The project consists of 191 single- family dwelling located near Mission Trail and Lemon Street in the city of Wildomar at APN 370-050-019, 020 and 032.The project site plan is attached as Exhibit C. 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 are shown in Exhibit D. Project Specific Requirements: 1. Prior to final service requirements.the Owner/Developer shall submit a Planning Review Application to the Planning Department. 2. Prior to final service requirements. 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 ner the Water Master Plan criteria. The study must be approved prior to the applicant submitting the design plans for plan check. 3. The Owner/Developer shall construct public water facilities as noted on the approved Water Sewer study. 4. The Owner/Developer shall construct a public Zone 1434 minimum 12-inch watermain in Mission Trail along the projects frontage as shown in Exhibit D. S. The Owner/Developer shall construct a looped public minimum 8-inch onsite water system.The onsite waterline shall be located within drive paths and avoid crossing under parking stalls and landscape medians/planters. 6. The Owner/Developer shall construct a public minimum 8-inch onsite gravity sewer main to serve the development. 7. The parcel(s) are within the Back Basin Benefit Area and the Owner is obligated to reimburse Elsinore Valley Municipal Water District (EVMWD) for costs of providing mark-up water to the 365-Wetlands, pumping excess storm water from area's tributary to the 365-Wetlands, and for emergency pumping of storm water in order to maintain adequate flood storage volume in the East Lake Specific Plan area.The property owners will be billed the actual costs based on prorated tributary area on an annual basis.The Back Basin Benefit Area agreement is attached for reference. General Requirements: 8. The Owner/Developer shall construct a public individual 1-inch water service for each residential unit. 9. The Owner/Developer shall construct a public minimum 2-inch irrigation water service with backflow device to serve the project's common landscaping. 951.674.3146 31315 Chaney Street Fax 951.674.9872 P.O.Box 3000 www.evmwd.com Lake Elsinore,CA 92530 Mr. Crowder,Lake Elsinore Mission Trail, LLC June 17, 2022 2 10. The Owner/Developer shall construct a private 4-inch sewer lateral to serve each residential unit. 11. The Owner/Developer shall construct onsite and offsite fire hydrants as required by the Fire Department. 12. All water and sewer services shall be installed on the frontage of the property address street. 13. The Owner/Developer shall submit a Fire Flow Test Application if required by the Fire Department. 14. The Owner/Developer shall submit a Will Serve Application to quote the water and sewer capacity fees. 15. The Owner/Developer shall record an Easement to the District for the public water and/or sewer facilities on private property. 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,and no changes in the alignment of grading of the easement area will be made without prior written consent from the District. 16. The Owner/Developer shall record a Water Rights Grant Deed to grant the water rights to the District. 17. The Owner/Developer shall submit a Plan Check application for the review of the Water and Sewer Improvement Plans for the project. 18. 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# 22-051. 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, engservices0evmwd.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. C rera Senior Civil Engineer-Development Services CC: File; City of Lake Elsinore Attachments: Exhibit A- Forms,Applications and Fees Exhibit B-Sign-in Sheet(To be provided via DocuSign) Exhibit C- Site Plan Exhibit D-Water and Sewer Map EXHIBIT A 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:[/www.evmwd.com/about/departments/engineering/new development/default.asp Req. Name Description Fees/Deposit Item%,.. in Plan Review N Utility Request Form This form is required to obtain existing No Fee record drawings. Duration-3-5 days N Planning Application This application is required to initiate the Deposit-min.$5,000.00 review of water and sewer studies. Duration-21 days/cycle This application is required to initiate the plan review of the water,sewer and or Deposit-3%of Engineers Cost Estimate N Plan Check Application recycled water improvement plans.The (min.$1,500.00) plans must conform to the District's Duration-21 days/cycle Standards and Title Block requirements. Easement Review If a Plan Check Application was submitted, Application(The no additional deposit is required. Easement application is The application initiates the review of If a Plan Check Application was not ® Easements and Quit Claims. One required,the following applies: submitted with not required t it ish the Plan application is required for each document. Deposit-$2,000 for Easements Deposit-$1,500 for Quit Claims Check Application) Duration-21 calendar days/cycle This application is required to request Fire Application Fee-$125.00 N Fire Flow Application Flow information from a specific hydrant Fire Flow Credit Card Form within the water system. Duration- 10 business days/cycle This application is required to determine Application Fee-$340.00 the water and sewer capacity fees for Commercial Will Serve Will Serve Credit Card Form commercial developments.These capacity Application Fee-Refer to Capacity Fees fees will be due prior to water meter Duration-20 calendar days installation. This application is required to determine Application Fee-$170.00 for Single Residential Will Serve the water and sewer capacity fees for Family Residence or$340.00 for Tract N residential developments.These capacity Will Serve Credit Card Form Application fees will be due prior to water meter Fee-Refer to Capacity Fees installation. Duration-20 calendar days This application initiates the review of Commercial Industrial regulatory environmental compliance of No initial fees.Fees will be determined Information Form discharges into the sewer system for after application had been reviewed. commercial and industrial developments. Construction Deposit-11.5%of Construction Contract N Inspection Application This application initiates the inspection (10%for inspection services and 1.5%fee for the construction of the project. for mapping services) (min.$1,500.00) Duration- 10 workdays/cycle Materials 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. WO#22-051— T38378 Mission Trail SFD 65 XT x� x� „ Exhibit - - XJ xw x x x ro Xo �95 \`�\ \ Xo xti - a 5p Xw Xm X- Xo x X b 10 - -\ xo� XU _ 26p x� g r N 9 x 110 x 10 _ X -- xe N LEGEND Xlo o _ Xa - - h Xo xN PROJECT BOUNDARY N 9 10 — _ — — '—— — m xo X� x / PROPOSED LOT LINE A X �— /N x i I1n 2• Ins — — ___--- X� m —Xo` +� r RIGHT OF WAY _SS STREET CENTERLINE X� - -' _ _ xo 1260 �- OyZI 1 xo y1 ------ FLOOD PLAIN LIMIT x° — (EL. 1265.8 NGVD88) SS PROPOSEDSEWER X J Xo X. \x XN Xa 9 so PROPOSED STORM DRAIN �� s1 X � 50 12 2' � 12 - \ w PROPOSED WATER x xo x I X X� w z 3 — X° — \ A — -5�— EXISTING SEWER xN _=E3=—SO EXISTING STORM— EXISTING WATER DRAIN Xo k X z• S 13 �� � \ EX. EXISTING 9 fi x I8 I as e 8 e \ 3 2 139 \ 9 w \ \ ( 1 PR. PROPOSED _ X RESIDENTIAL LOT NJMBER v 4 2• 4 ��� 14 xN 14 as ea s2 ti Y O O O s1 a] x I Q N I � xN Ni I N ,s5 x � RYA 1 N n v X �S X� ° — y � 15 k l N 179 173 © i6 m 4 x� 1 m 11 X? x� I N N x o N PARK Q63 Xa 15 J2 C p o bS SS ' xN 7 ]4 Et O O S '1 O 1 N 182 17 1]6 17 1] © o W M 158 X X� I 1 2 >. I � O� \�* X� 4 X c' \ m � SS SS N SS SS I - - - - SD %u N W W W w , \ X. xN I X 65 64 5 56 49 41 40 3 X 32 2® 1] 6 OB O \ 1 NXF"lX 1 ' J 4 Xm XJ\ — 0 X m� X— I 71 fi 63 58 J 55 50 47 XN 39 Xm 7 69' 7• 1 �::jx 23 18 10 0 2 I II Xrn � � � N I Xy 62 a 59 .� 6 4 38 k3 a. xw� 30 2] 22 19 N::j :�� 14 1 0 m I 1 W Z. Z. Z. "c�i/ Z� 2' Xm Z• u I y y NX I \ 9 1 60 53 52 45 44 7 3fi 28 21 20 13 12 5 X� O O O I O O O O O Cad°' I xti N x 0 X. 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Existing Zone 1434 — — Ll Waterbodies - = 8-inch. within an 24-inch transmission 1 Non Potable Pressure Mains LE SST main easement. - _ - Air Release °..:_ '.:_ _•_ -:•: "•.: F — Blowoff I— _ Q Distribution Main LIME ST -- Q —� Hydrant Lateral Existing 18-inch Sampling Point Transmission Main _ trunk sewer main _--_ — Drain Line — On Site Irrigation Lines LEMON ST 9 ` ;:'=';__ r ;'-`;:'�_:�'.:'_:.: _:_'• - :r - - _ - �" w —y, Recycled Pressure Main Distribution Main iz \O \ •'-�• - W '•�` Transmission Main Q [ r •'- ''-•_ _ Q •l, Air Release It Blowoff Hydrant Lateral W Fee Credits Sewer =:. CO� Z.Q Fee Credits Water 0 Z ❑ Reimbursements Sewer Q Reimbursements-Water WAITS ST ` °- _ '-_ - •�, :•GOB F v� Back Basin Tributary Benefit A z >; z A Z W QI O. Z B m ¢ 1:8,983 This application has been provided to give a visual display of District facilities Notes PP P p Feet 9 Y .-1 497.1 .•0.. 748.54 1497.1 ee and related geographic information. To be sure of complete accuracy,please check with Engineering staff for the most up to date information. Data Sources:EVMWD,County of Riverside 4/20/2022 5:09:58 PM