DDW-2024-011100

System Number 27073
1.1 Indoor Water Use
Number of residential connections - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - 175
Number of other connections - - - 13 ERCs of other connections 75.0
Total Equivalent Residential Connections (ERCs)250.0
gpd/ERC Total (gpm)Gallons/ERC Total (gallons)
800 138.9 400 100,000
1.2 Outdoor Water Use
Is the drinking water used for outdoor irrigation?
Residential ERCs using drinking water for irrigation - - - - - - - - - - - - > > >160
Percentage of Residential ERCs using DW for irrigation - - - - - - - - - - - - > > >91%Map Zones
Average irrigated acreage per residential connection - - - - - - - - - - - - > > >0.10 1
Total irrigated acreage of other connections (park, school, etc.)- - - - - - - - - - - - > > >0.00 2
Irrigation zone 6 3
4
5
6
gpd/ERC Total (gpm)Gallons/ERC Total (gallons)
706 78.4 496 79,424
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 1,000
Maximum fire suppression duration (in hours) for water system or pressure zone 2
Required Fire Suppression Storage (in gallons) - - - - - - - - - - - - - - - - - - - - > > >120,000
2. Summary of Water System Capacity Requirements
gpd/ERC Total (gpm)Gallons/ERC Total (gallons)
1,506 217.3 896 299,424
2.1 Does this system have adequate source capacity (per R309-510-7)?
Required Source Capacity 217.3 gpm
Existing Source Capacity 8,575.0 gpm
Source Capacity Deficit None gpm
Existing % of Total Req'd 3946.4%
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*
Source
MIN. REQUIREMENTS FOR IRRIGATION USE
System Name
Source
WCWCD - SandHollow
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.)
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.
Source (indoor + outdoor)
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 per residential lot here.
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.
WCD SandHollow Water System Capacity Calculation Sheet 2024 Page 1 of 3 9/12/2024
2.2 Does this system have adequate storage capacity (per R309-510-8)?
Total Required Storage 299,424 gal
Existing Storage Capacity 6,265,000 gal
Storage Capacity Deficit None gal
Required Fire Storage 120,000 gal
Not
Applicable
Existing % of Total Req'd 2092.4%
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 12000 30 6000 15.00 0.0
20 4000 10 2000 5.00 0.0
5 1000 2.5 500 1.25 0 0.0
0 0.0
Number of people per camp site 200
Source
(GPD/vehicle)
Storage
(Gal./vehicle)
ERC/1000
vehicles served
Vehicles
served/day ERCs
0.0 0.0 0 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)8,575
4.1 Projected ERCs Calculation (optional)WS003 Well #9 1200
Total Projected ERCs WS004 Well #17 300
Existing Residential Connections WS006 Well #8 650
Obligated Future ERCs (enter below)WS007 Well #1 1500
WS008 Well #18 747
WS009 Well #19 600
WS012 Well #23 621
WS015 Hurricane Consective Connection
WS016 Well #5 167
WS017 Well #6 247
WS018 Well #10 633
WS019 Well #4 Replacement 317
WS021 Well #11 340
WS022 Well #12 367
WS023 Well #13 453
WS024 Well #15 433
WS025 Quail Lake Consectivie Connection
Maximum ERCs (assuming indoor use only)15435
4.3 Summary - Existing Storage Tanks (enter below)
Total Existing Storage Cap. (in gallons)6,265,000
ST001 Sky Ranch 140,000
ST002 Cliff Dwellers 125,000
ST003 I MG Reservoir 1,000,000
ST004 2 MG Resevoir 2,000,000
ST005 Warner Valley Tank 3,000,000(Enter notes here. If additional space is needed, click the "Additional
Notes" tab on the bottom of the screen.)
Facility Type
Source
MINIMUM REQUIREMENTS FOR INDOOR USE
Modern Recreation Camp
Semi-Developed Camp w/ flush toilets
WCWCD - SandHollow
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?
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.
WCD SandHollow Water System Capacity Calculation Sheet 2024 Page 2 of 3 9/12/2024

WCD SandHollow Water System Capacity Calculation Sheet 2024 Page 3 of 3 9/12/2024