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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: |
Moore County Public Utilities-Addor |
|
PWSID: |
03-63-153 |
| Mailing Address: | P.O. Box 1927 Carthage, NC 28327 | Ownership: | County |
| |
| Contact Person: | C. Brian Patnode, PE | Title: | Public Works Director |
| Phone: | 910-947-4300 | Cell/Mobile: | -- |
| |
| Secondary Contact: | Jon Horne | | Phone: | 910-947-4314 |
| Mailing Address: | P.O. Box 1927 Carthage, NC 28327 | Cell/Mobile: | -- |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Polyvinyl Chloride |
6 |
100.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Lumber River (09-1) | 0 % |
|
| County(s) | % of Service Population |
| Moore | 0 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
25 |
0.0020 |
0 |
0.0000 |
| Commercial |
0 |
0.0000 |
0 |
0.0000 |
| Industrial |
0 |
0.0000 |
0 |
0.0000 |
| Institutional |
2 |
0.0000 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0050 MGD
Institutional average daily use = 0.0002 mgd. Moore Co- Addor uses system process water for flushing to maintain water quality. After initial review of plan and further discussion it appears there was an error between monthly-metered water connections and the amount of purchased water. A master meter malfunction, Southern Pines meter was reading lower than usage. Average daily amount purchased changed from 0.001 mgd to 0.007 mgd to account for meter error. Average daily use provided in [2-E] does not include system process water.
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 |
0.0010 |
0.0010 |
May |
0.0010 |
0.0010 |
Sep |
0.0020 |
0.0050 |
| Feb |
0.0010 |
0.0010 |
Jun |
0.0010 |
0.0010 |
Oct |
0.0010 |
0.0010 |
| Mar |
0.0010 |
0.0010 |
Jul |
0.0010 |
0.0020 |
Nov |
0.0020 |
0.0020 |
| Apr |
0.0010 |
0.0010 |
Aug |
0.0010 |
0.0010 |
Dec |
0.0020 |
0.0020 |
Moore Co- Addor uses system process water for flushing to maintain water quality. After initial review of plan and further discussion it appears there was an error between monthly-metered water connections and the amount of purchased water. A master meter malfunction, Southern Pines meter was reading lower than usage. Average daily amount purchased [3-D] changed from 0.001 mgd to 0.007 mgd to account for meter error. Average daily use provided in [2-E] does not include system process water. 
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 |
| Southern Pines |
03-63-010 |
0.0070 |
365 |
0.7500 |
|
|
|
6 |
Regular |
After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of purchased water. Possible master meter malfunction, meter is reading lower than usage. Average daily amount purchased changed from 0.001 mgd to 0.007 mgd to account for meter error. Average daily use provided in [2-E] does not include system process water. Pinehurst, The Carolina and Addor all share a bulk water contract for 0.750 mgd with Southern Pines. Purchase contract expiration year with Southern Pines is 2003 and is assumed to continue thereafter.
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
| Jan |
0.0000 |
May |
0.0000 |
Sep |
0.0000 |
| Feb |
0.0000 |
Jun |
0.0000 |
Oct |
0.0000 |
| Mar |
0.0000 |
Jul |
0.0000 |
Nov |
0.0000 |
| Apr |
0.0000 |
Aug |
0.0000 |
Dec |
0.0000 |

Wastewater Interconnections
| Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
| MGD |
Days Used |
| Moore Co. Wastewater Plant |
|
Discharging |
0.0020 |
365 |
0.0100 |
Wastewater discharges into Moore Co interceptor line.
5. Planning
Projections
| |
2002 |
2010 |
2020 |
2030 |
| Year-Round Population |
64 |
69 |
74 |
79 |
| Seasonal Population |
0 |
0 |
0 |
0 |
| |
| Residential |
0.0020 |
0.0020 |
0.0020 |
0.0020 |
| Commercial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Institutional |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| System Process |
0.0050 |
0.0050 |
0.0050 |
0.0050 |
| Unaccounted-for |
0.0000 |
0.0010 |
0.0010 |
0.0010 |
Very low growth anticipated.Institutional average daily demand by 2050 = 0.00025 mgd. Moore Co- Addor uses system process water to flush to maintain water quality. 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 |
0.7500 |
0.7500 |
0.7500 |
0.7500 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
0.7500 |
0.7500 |
0.7500 |
0.7500 |
| Service Area Demand |
0.0070 |
0.0080 |
0.0080 |
0.0080 |
| Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
0.0070 |
0.0080 |
0.0080 |
0.0080 |
| Demand as Percent of Supply |
1% |
1% |
1% |
1% |

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 31 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?
Short-term renewals contracted with Southern Pines. Pinehurst, The Carolina and Addor all share a bulk water contract for 0.750 mgd with Southern Pines. Purchase contract expiration year with Southern Pines is 2003 and is assumed to continue thereafter. Additional Information
Has this system participated in regional water supply or water use planning? Yes
What major water supply reports or studies were used for planning? 1995 Water Resource Study by Hazen and Sawyer
1998 Analysis of Water Resources of Moore County by Hobbs, Upchurch & Associates
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: Disinfection Byproducts
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.
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