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Home My WebLink AboutDDW-2024-010494System Number 18027 1.1 Indoor Water Use Number of residential connections - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - 7,538 Number of other connections - - - 1,048 ERCs of other connections 3,214 Total Equivalent Residential Connections (ERCs)10,752 gpd/ERC Total (gpm)Gallons/ERC Total (gallons) 800 5,973.5 400 4,300,896 1.2 Outdoor Water Use Is the drinking water used for outdoor irrigation? Residential ERCs using drinking water for irrigation - - - - - - - - - - - - > > >571 Percentage of Residential ERCs using DW for irrigation - - - - - - - - - - - - > > >8%Map Zones Average irrigated acreage per residential connection - - - - - - - - - - - - > > >0.17 1 Total irrigated acreage of other connections (park, school, etc.)- - - - - - - - - - - - > > >1285.19 2 Irrigation zone 3 3 4 5 6 gpd/ERC Total (gpm)Gallons/ERC Total (gallons) 830 4,685.9 430 3,494,353 1.3 Fire Flow Water Use Does the water system provide fire protection? Maximum fire flow demand (in gpm) for water system or pressure zone 1,500 Maximum fire suppression duration (in hours) for water system or pressure zone 2 Required Fire Suppression Storage (in gallons) - - - - - - - - - - - - - - - - - - - - > > >180,000 2. Summary of Water System Capacity Requirements gpd/ERC Total (gpm)Gallons/ERC Total (gallons) 1,630 10,659.3 830 7,975,249 2.1 Does this system have adequate source capacity (per R309-510-7)? Required Source Capacity 10,659.3 gpm Existing Source Capacity 165,838.0 gpm Source Capacity Deficit None gpm Existing % of Total Req'd 1555.8% MIN. REQUIREMENTS FOR INDOOR WATER USE MINIMUM REQUIREMENTS FOR WATER SYSTEM Division of Drinking Water — Water System Capacity Calculation Sheet (Last Update 3/30/2017) *Enter the green cells only* (Example: water use of 2 factories equals to water use of 55 homes.) Source MIN. REQUIREMENTS FOR IRRIGATION USE System Name Source Jordan Valley WCD Storage (*Verify req'd fire flow and duration with local fire code officials.* Enter notes here, e.g. fire official contact info or comments.) (Enter notes here regarding whether and what % of irrigation water is supplied by PWS.) Source (indoor + outdoor) Storage Storage (indoor + outdoor + fire) This source capacity assessment is a general overall system calculation. It may not reflect the variations in individual areas or pressure zones. Yes No Yes No Enter number of non-residential connections, e.g., 2 industrial connections. Convert "Number of other connections" (Cell E9) to ERCs here. [ERCs of other connections = peak day demand of other connections in gal per day / 800 gpd] Enter estimated irrigated acre Enter total irrigated acres of other connections here. Enter fire flow in gpm. Enter duration in hours. Autolink to 4.2 "Total Existing Source Capacity" cell below. Select Irrigated Zone # from the pick list. See "Irrigation Demands & Map" tab on the bottom of the screen or WaterLink. Less than 100% indicates: (1) additional source capacity is needed, and (2) source deficiency should be assessed. Autolink to 2 "Total Source" cell above. Source deficit indicates that: (1) additional source capacity is needed, and (2) source deficiency should be assessed. 2024 SS 18027 Capacity Calculations Page 1 of 5 8/21/2024 2.2 Does this system have adequate storage capacity (per R309-510-8)? Total Required Storage 7,975,249 gal Existing Storage Capacity 172,770,000 gal Storage Capacity Deficit None gal Required Fire Storage 180,000 gal Not Applicable Existing % of Total Req'd 2166.3% 3. Transient PWS Indoor Water Use — ERC Calcuation (See R309-510, Tables 510-1, 2, & 4 for other facility types.) GPD/person*GPD/site or pad Gallons/person Gallon/site or pad ERC/site or pad Total # of sites/pads ERCs 60 0 30 0 0.00 0.0 20 0 10 0 0.00 0.0 5 0 2.5 0 0.00 0.0 N/A 100 N/A 50 0.13 0.0 Number of people per camp site Source (GPD/vehicle) Storage (Gal./vehicle) ERC/1000 vehicles served Vehicles served/day ERCs 7 3.5 8.8 0.0 4. Data Input for Calculating ERCs, Source and Storage 4.2 Summary - Existing Sources (enter in green cells below) Total Existing Source Capacity (in gpm)165,838 4.1 Projected ERCs Calculation (optional)See attached notes for individual sources Total Projected ERCs 0 Existing Residential Connections Obligated Future ERCs (enter below) Maximum ERCs (assuming indoor use only)298508.4 4.3 Summary - Existing Storage Tanks (enter below) Total Existing Storage Cap. (in gallons)172,770,000 See attached notes for individual storage tanks Used 2023 Water Use Report from DWRi for ERC information: https://waterrights.utah.gov/asp_apps/viewEditPWS/pwsView.asp?SY STEM_ID=1321 RV Park Facility Type Source MINIMUM REQUIREMENTS FOR INDOOR USE Modern Recreation Camp Storage Semi-Developed Camp w/ flush toilets Jordan Valley WCD Roadway Rest Stop w/ flushometer valves Semi-Developed Camp w/o flush toilets This storage capacity assessment is a general overall system calculation. It may not reflect the variations in individual areas or pressure zones. Is storage deficiency solely due to fire storage? Autolink to 4.3 "Total Existing Storage Capcity" cell below. If applicable, enter number of people per camp site here. Storage deficit indicates that: (1) additional storage volume is needed, and (2) storage deficiency should be assessed. Use this number in Cell I8 ("Number of residential connections") on Page 1 to calculate PROJECTED demand & req'ts (including both existing & future connections). Diaphragm or air pressure tanks shall NOT be considered effective storage volume for (1) community systems, or (2) NTNC with significant demand UNLESS an exception has been granted. Autolink to 2 "Total Storage" cell above. If applicable, use this number in cell I8 or cell I9 on Page 1. If NO, answer one of question set 2.01 to 2.05 in ESS.If YES, answer one of question set 2.06 to 2.10 in ESS. Less than 100% indicates: (1) additional storage capacity is needed, and (2) storage deficiency should be assessed. 2024 SS 18027 Capacity Calculations Page 2 of 5 8/21/2024 System Name: System Number:18027 ID Safe Yield (gpm)ID Effective Capacity (gal) TP001 ST017 3.00E+06 TP002 124920 ST018 3.00E+06 TP023 11520 ST019 3.00E+06 WS005 1800 ST020 1.00E+08 WS005 1800 ST021 8.00E+06 WS006 1350 ST022 0.00E+00 WS007 1200 ST023 3.00E+06 WS008 2350 ST025 6.00E+06 WS009 1050 ST016 3.00E+06 WS019 2245 ST024 6.00E+05 WS022 1100 ST026 1.00E+06 WS025 2000 ST001 1.00E+06 WS026 430 ST002 2.00E+06 WS028 2000 ST003 6.00E+06 WS030 ST005 1.00E+06 WS031 ST006 2.00E+06 WS032 1000 ST008 5.00E+06 WS034 ST009 1.00E+06 WS036 ST010 2.00E+06 WS038 ST011 6.00E+06 WS039 2010 ST012 8.00E+06 WS040 2267 ST014 2.00E+06 WS042 1599 ST015 2.00E+06 WS052 2000 ST027 4.17E+06 WS054 635 WS055 200 1.73E+08 WS056 163 WS057 533 WS058 800 WS061 866 165838 Additional Notes Jordan Valley WCD Source Name SWGWTP JVWTP Source Capacity Storage Capacity 6920 W 10200 S - 3 MG NEWBURY DR WELL 1100 E 4500 S WELL 900 E 8500 S WELL WEBSTER DR WELL 1500 E 9400 S COLLEGE ST WELL 1400 E 6400 S WELL 1590 E 4670 S WELL 1330 E 8200 W WELL 8773 S 1300 W - DW1 1324 W POLO LN - DW2 9800 S 1300 W - DW3 10621 S 1300 W - DW4 11059 S 1300 W - DW5 8400 S 1000 W - DW8 TOTAL Storage Name 5700 W 10200 S - 3 MG JVWTP (FINISHED) - 8 MG SERWTP (FINISHED) - 1 MG SERWTP (FINISHED) - 3 MG 8200 W NEW BINGHAM HWY 6 3600 W 10200 S - 3 MG PRISON RESERVOIR BLUFFDALE TANK AT JVWRF 2800 E 9400 S - 1 MG STEEL 2800 E 9400 S - 2MG STEEL 2300 E 9800S - 6 MG CONCRETE 1510 W 14600 S WELL PRISON WELL SOLENA WAY WELL ALBION WELL 1300 E 7000 S WELL 5600 W 14500 S - 3 MG 3800 W 5800 S (TERMINAL) 100 SERWTP 1300 E 7800 S WELL 2000 E 8600 S WELL 1300 E 7800 S WELL 1000 E 7800 S INJECTION 1000 E 8200 S WELL 700 E 7700 S WELL 700 E 8200 S WELL 4800 W 4500 S - 1 MG STEEL 4800 W 4500 S - 2 MG STEEL 4800 W 4500 S - EAST 5 MG 6000 W 4700 S - 1 MG STEEL 6000 W 4700 S - 2 MG 6000 W 4700 S - 6MG 3200 W 6200 S - 8 MG STEEL 3200 W 6200 S - SOUTH 2 MG 5200 W 6200 S - 2 MG JVWTP 12.5 MG RESERVOIR TOTAL 2024 SS 18027 Capacity Calculations Additional Notes 8/21/2024 (This reference table is used to automate the calculations in the PWS Capacity Calculation sheet. Do not alter.) System Name: System Number:18027 Zone Peak Day Avg Year Storage Demand Demand Reqmt 3 3.39 1.66 2,528 Avg. Yr.Storage Peak Peak Day (ac-ft/yr Requirement Instantaneous zone (gpm/irr. ac)per irr. ac.)(gal/irr. ac)(gpm/irr. ac) 1 2.26 1.17 1,782 4.52 2 2.80 1.23 1,873 5.60 3 3.39 1.66 2,528 6.78 4 3.96 1.87 2,848 7.92 5 4.52 2.68 4,081 9.04 6 4.90 3.26 4,964 9.80 IRRIGATION DEMANDS (to be added to indoor and fire flow demands) Irrigation Demands & ERCs Jordan Valley WCD 2024 SS 18027 Capacity Calculations Irrigation Demands & Map 8/21/2024 2024 SS 18027 Capacity Calculations Irrigation Demands & Map 8/21/2024