Stovall

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.

1. System Information

Contact Information

Incomplete

Water System Name: Stovall   PWSID: 02-39-018
Mailing Address:P.O. BOX 100
Stovall, NC 27582
Ownership:Municipality
 
Contact Person:Janet ParrottTitle:Administrator
Phone:919-693-4646Cell/Mobile:919-691-2884
 
Secondary Contact:Paul Langfield/NCRWA Phone:--
Mailing Address:
, NC
Cell/Mobile:336-731-6963
Distribution System
Line Type Size Range (Inches) Estimated % of lines
What are the estimated total miles of distribution system lines?   0 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   0 Feet
How many meters were replaced in 2002?   0
How old are the oldest meters in this system?   0 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   0.0000 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included.   No
Programs
Does this system have a program to work or flush hydrants?   No, None
Does this system have a valve exercise program?   No, None
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   No
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   One-Charge
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   0
Does this system have an interconnection with another system capable of providing water in an emergency?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Roanoke River (14-1)0 %
County(s)% of Service Population
Granville0 %
What was the year-round population served in 2002?   500
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections
Metered
Average Use (MGD)
Non-Metered
Connections
Non-Metered
Estimated Use (MGD)
Residential 179 0.0220 0 0.0000
Commercial 3 0.0000 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 10 0.0040 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn.

3. Water Supply Sources

Monthly Withdrawals & Purchases
Average Daily
Use (MGD)
Max Day
Use (MGD)
Average Daily
Use (MGD)
Max Day
Use (MGD)
Average Daily
Use (MGD)
Max Day
Use (MGD)
Jan 0.0260 0.0390 May 0.0260 0.0390 Sep 0.0260 0.0390
Feb 0.0260 0.0390 Jun 0.0260 0.0390 Oct 0.0260 0.0390
Mar 0.0260 0.0390 Jul 0.0260 0.0390 Nov 0.0260 0.0390
Apr 0.0260 0.0390 Aug 0.0260 0.0390 Dec 0.0260 0.0390

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn.

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)
CUA Reduction Year Offline Use Type
MGD Days Used
1 0.0130 365 0.000 0.0500 Regular
2 0.0130 365 0.000 0.0420 Regular
5 0.0120 365 0.000 0.0000 Regular
Ground Water Sources (continued)
Name or Number Well Depth (Feet) Casing Depth
(Feet)
Screen Depth (Feet) Well Diameter (Inches) Pump Intake Depth (Feet) Metered?
Top Bottom
1 325 0 0 0 6 0 Yes
2 175 0 0 0 6 0 Yes
5 385 0 0 0 8 0 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   Yes

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.0240 May 0.0220 Sep 0.0230
Feb 0.0220 Jun 0.0210 Oct 0.0260
Mar 0.0230 Jul 0.0210 Nov 0.0250
Apr 0.0230 Aug 0.0220 Dec 0.0260

How many sewer connections does this system have?   210
How many water service connections with septic systems does this system have?   0
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
WQ0014046 0.0690 0.0000 0.0230 0.0250 Land Application Roanoke River (14-1)

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 500 500 600 600
Seasonal Population 0 0 0 0
 
Residential 0.0220 0.0300 0.0420 0.0420
Commercial 0.0000 0.0000 0.0010 0.0010
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0040 0.0040 0.0060 0.0060
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0120 0.0040 0.0040 0.0040
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0920 0.0920 0.0920 0.0920
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.0920 0.0920 0.0920 0.0920
Service Area Demand 0.0380 0.0380 0.0530 0.0530
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0380 0.0380 0.0530 0.0530
Demand as Percent of Supply 41% 41% 58% 58%

The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.

Your long-term water demand is 44 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

How does the water system intend to implement the demand management and supply planning components above?   

Additional Information

Has this system participated in regional water supply or water use planning?  No

What major water supply reports or studies were used for planning?  

Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues:   In process of obtaining grants/loans to connect to Oxford water system - Drought situation was severe last year. State advises Stovall to seek hooking with Oxford.

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.