Rockingham Co

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

Complete

Water System Name: Rockingham Co   PWSID: 02-79-050
Mailing Address:PO Box 132
Wentworth, NC 27375		Ownership:County
 
Contact Person:Alvis PikeTitle:ORC
Phone:336-589-7062Cell/Mobile:--
 
Secondary Contact:Ashley Herndon Phone:336-342-8317
Mailing Address:PO Box 105
Wentworth, NC 27375		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 16 10.00 %
Polyvinyl Chloride 2-16 90.00 %
What are the estimated total miles of distribution system lines?   20 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   16,000 Feet
How many meters were replaced in 2002?   0
How old are the oldest meters in this system?   3 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?   Yes, 2-6 Months
Does this system have a valve exercise program?   Yes, Annually
Does this system have a cross-connection program?   Yes
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?   Yes
Does this system have a leak detection program?   Yes
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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Haw River (02-1)0 %
Roanoke River (14-1)0 %
County(s)% of Service Population
Rockingham0 %
What was the year-round population served in 2002?   204
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 71 0.0060 0 0.0000
Commercial 3 0.0000 0 0.0000
Industrial 1 0.0160 0 0.0000
Institutional 8 0.0060 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0160 MGD

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 0.0290 0.4820 May 0.0180 0.0700 Sep 0.0550 0.3560
Feb 0.0460 0.4300 Jun 0.0600 0.3240 Oct 0.0180 0.1140
Mar 0.0260 0.4160 Jul 0.0970 0.4230 Nov 0.0290 0.0220
Apr 0.0400 0.3940 Aug 0.0520 0.2120 Dec 0.0320 0.5210

Water Purchases From Other Systems
Seller PWSID Average
Daily Purchased
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
City of Reidsville 02-79-020 0.0450 365 0.5500 16 Regular

Purchase contract with Reidsville expires in 2029, for purposes of this plan the contract is assumed to be
renewed and continued

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0430 May 0.0360 Sep 0.0470
Feb 0.0430 Jun 0.0360 Oct 0.0470
Mar 0.0460 Jul 0.0420 Nov 0.0470
Apr 0.0460 Aug 0.0420 Dec 0.0470

How many sewer connections does this system have?   53
How many water service connections with septic systems does this system have?   87
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

The sewer customers are not our water customers.They purchase water from Dan River Water.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
City of Eden 02-79-010 Discharging 0.0440 365 0.2180

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 204 2,082 2,085 2,294
Seasonal Population 0 0 0 0
 
Residential 0.0060 0.0600 0.0600 0.0700
Commercial 0.0000 0.0030 0.0040 0.0040
Industrial 0.0160 0.0160 0.0160 0.0160
Institutional 0.0060 0.0060 0.0060 0.0060
System Process 0.0160 0.0160 0.0160 0.0160
Unaccounted-for 0.0010 0.0020 0.0020 0.0020
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Town of Madison 02-79-030 Purchase 0.2000 2003 Regular
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000
Purchases 0.5500 0.5500 0.5500 0.5500
Future Supplies 0.2000 0.2000 0.2000
Total Available Supply (MGD) 0.5500 0.7500 0.7500 0.7500
Service Area Demand 0.0450 0.1030 0.1040 0.1140
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0450 0.1030 0.1040 0.1140
Demand as Percent of Supply 8% 14% 14% 15%

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 29 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:   A study will be performed in 2003 to evaluate the future water needs in the southwestern portion of the county.This area is projected to have the greatest growth.

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.