Anson 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

Provisional

Water System Name: Anson Co   PWSID: 03-04-010
Mailing Address:575 US Hwy 52 South
Wadesboro, NC 28170		Ownership:County
 
Contact Person:Christopher HarringtonTitle:Assistant Utility Director
Phone:704-694-5208Cell/Mobile:704-694-8210
 
Secondary Contact:Mike Sessions Phone:704-694-5208
Mailing Address:575 US HWY 52S
Wadesboro, NC 28170		Cell/Mobile:704-694-8210
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-8 25.00 %
Cast Iron 12 5.00 %
Ductile Iron 8-24 10.00 %
Other 12 5.00 %
Polyvinyl Chloride 2-12 55.00 %
What are the estimated total miles of distribution system lines?   568 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   1,000 Feet
How many meters were replaced in 2024?   500
How old are the oldest meters in this system?   10 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?   5.5000 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, As Needed
Does this system have a valve exercise program?   Yes, As Needed
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   Yes
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?   Decreasing Block
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
Yadkin River (18-1)75 %
Rocky River (18-4)25 %
County(s)% of Service Population
Anson54 %
Union28 %
Richmond18 %
What was the year-round population served in 2024?   21,836
Has this system acquired another system since last report?   No
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 5,212 0.6557 0 0.0000
Commercial 260 0.9070 0 0.0000
Industrial 15 0.2549 0 0.0000
Institutional 7 0.2178 0 0.0000

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

Water Sales
Purchaser PWSID Average
Daily Sold
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Ansonville 03-04-012 0.1452 365 0.2000 Yes Yes 8/6 Regular
Chesterfield County 13-20-003 0.0000 0 1.0000 2019 No Yes 8/6 Regular
Lilesville 03-04-025 0.0492 365 0.0600 Yes Yes 4/8 Regular
Marshville 01-90-015 0.3160 365 0.7000 Yes Yes 8/12 Regular
Morven 03-04-040 0.0367 365 0.0600 Yes Yes 8 Regular
Peachland 03-04-034 0.0405 365 0.0900 2020 Yes Yes 12 Regular
Polkton 03-04-030 0.0650 365 0.0800 Yes Yes 12/8 Regular
Richmond County 03-77-109 0.0000 0 0.8000 2018 No Yes 20 Emergency
Union County 01-90-413 1.2227 47 4.0000 Yes No Regular
Wadesboro 03-04-020 0.5657 365 1.0000 Yes Yes 20 Regular

Anson County does not have a contract to sell a specific amount of water to Ansonville, Lilesville, Marshville, Morven, Peachland, Polkton, Wadesboro.

Richmond County stated they have a contract to purchase up to 24 MGal per month.

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 7.0275 May 5.5061 Sep 6.5775
Feb 6.9239 Jun 6.0360 Oct 6.4490
Mar 4.9881 Jul 6.0849 Nov 6.5717
Apr 5.1504 Aug 6.7709 Dec 6.4319

Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)		 Available Raw
Water Supply		 Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Pee Dee River Blewett Falls Lake 6.2223 365 0.0000 16.0000 C 10,066.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)		 Metered? Sub-Basin County Year
Offline		 Use
Type
Pee Dee River Blewett Falls Lake 6,830 Yes Yadkin River (18-1) Anson Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   No
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
Town Of Wadesboro 03-04-020 0.0000 0 0.0000 Yes Yes 12 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Anson County Filtration Plant 16.0000 Yes Yes Blewette Falls Lake (Pee Dee River)
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 2.1453 May 1.6992 Sep 1.8682
Feb 1.7189 Jun 1.5813 Oct 1.6923
Mar 1.6171 Jul 1.7102 Nov 1.6776
Apr 1.6076 Aug 1.8344 Dec 1.7247

How many sewer connections does this system have?   290
How many water service connections with septic systems does this system have?   4,900
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
NC0041408 WWTP 3.5000 3.5000 1.5171 3.1000 Pee Dee River Yadkin River (18-1)
NC0074390 WTP 0.0000 0.8640 0.2227 1.0000 McKoy Creek Yadkin River (18-1)
WQ00064338 WWTP 0.0000 0.0000 0.0000 Land Aplication Yadkin River (18-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Lilesville 03-04-025 Receiving 0.0301 365 1.0000
Marshville 01-90-015 Receiving 0.1897 365 0.2000
Morven 03-04-040 Receiving 0.0507 365 0.2500
Peachland 03-04-034 Receiving 0.0646 365 1.2500
Polkton 03-04-030 Receiving 0.0566 365
Wadesboro 03-04-020 Receiving 0.6827 365 3.5000

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 21,836 24,094 25,000 25,000 26,000 27,000
Seasonal Population 0 0 0 0 0 0
 
Residential 0.6557 0.8000 0.8600 0.9300 0.9700 0.9900
Commercial 0.9070 0.9000 0.3800 0.4100 0.4400 0.4600
Industrial 0.2549 0.2000 0.4200 0.4300 0.4300 0.4500
Institutional 0.2178 0.7000 0.3200 0.3500 0.3700 0.3800
System Process 0.0000 0.8000 0.8000 0.8000 0.9000 0.9000
Unaccounted-for 2.7979 0.0000 0.0000 0.0000 0.0000 0.0000
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 16.0000 16.0000 16.0000 16.0000 16.0000 16.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 16.0000 16.0000 16.0000 16.0000 16.0000 16.0000
Service Area Demand 4.8333 3.4000 2.7800 2.9200 3.1100 3.1800
Sales 1.3720 6.1900 6.1900 6.1900 6.1900 6.1900
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 6.2053 9.5900 8.9700 9.1100 9.3000 9.3700
Demand as Percent of Supply 39% 60% 56% 57% 58% 59%

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 30 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:   

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.