Clinton

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: Clinton   PWSID: 03-82-010
Mailing Address:PO Box 199
Clinton, NC 28329		Ownership:Municipality
 
Contact Person:Travis AndersonTitle:ORC and Water Production Superinten
Phone:910-299-9151Cell/Mobile:910-214-5437
 
Secondary Contact:Chris Medlin Phone:910-299-4905
Mailing Address:P.O. Box 199
Clinton, NC 28329		Cell/Mobile:910-214-5437
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 33.00 %
Cast Iron 12-16 5.00 %
Ductile Iron 12-16 15.00 %
Galvanized Iron 2 3.00 %
Polyvinyl Chloride 2-12 44.00 %
What are the estimated total miles of distribution system lines?   88 Miles
How many feet of distribution lines were replaced during 2024?   740 Feet
How many feet of new water mains were added during 2024?   650 Feet
How many meters were replaced in 2024?   750
How old are the oldest meters in this system?   41 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   58
What is this system's finished water storage capacity?   2.2250 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, Quarterly
Does this system have a valve exercise program?   Yes, Quarterly
Does this system have a cross-connection program?   Yes
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?   Yes
Does this system have a leak detection program?   Yes
Water Conservation
What type of rate structure is used?   Increasing 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
South River (02-4)100 %
County(s)% of Service Population
Sampson100 %
What was the year-round population served in 2024?   9,067
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 3,299 0.4030 2 0.0570
Commercial 819 0.5420 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0830 MGD

The City does not differentiate between Commercial, Industrial, and Institutional. The non-metered connections are for City use (Recreation and Fire).

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
Sampson County WD I 03-82-050 0.0150 366 0.1850 2026 No Yes 12 Regular
Sampson County WD II 03-82-070 0.5590 366 0.1850 2026 No Yes 12 Regular

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 1.9920 2.3670 May 2.1110 2.8510 Sep 1.6960 1.9150
Feb 1.8420 2.2760 Jun 2.1320 2.6450 Oct 1.7050 2.1130
Mar 1.7860 2.2440 Jul 2.1200 2.5460 Nov 1.6470 2.1720
Apr 1.8290 2.6020 Aug 2.0320 2.6510 Dec 1.6110 2.0210

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
Well 12 0.1030 260 0.312 0.5070 Regular
Well 13 0.1090 358 0.343 0.2520 Regular
Well 16 0.1560 345 0.570 0.4320 Regular
Well 17 0.2130 354 0.579 0.3380 Regular
Well 18D 0.2280 346 0.422 1.5390 Regular
Well 18S 0.0870 364 0.260 0.1540 Regular
Well 21D 0.2280 331 0.385 1.4950 Regular
Well 21S 0.0870 346 0.204 0.3400 Regular
Well 22S 0.1060 344 0.171 0.4970 Regular
Well 24S 0.0320 363 0.130 0.3950 Regular
Well 25 0.2120 364 0.334 0.2990 Regular
Well 28 0.3160 365 0.630 0.5040 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
Well 12 430 248 248 430 10 0 Yes
Well 13 444 270 270 380 10 0 Yes
Well 16 422 274 274 422 12 0 Yes
Well 17 390 240 240 380 12 0 Yes
Well 18D 380 275 275 380 12 0 Yes
Well 18S 210 75 105 190 10 100 Yes
Well 21D 410 215 264 394 12 190 Yes
Well 21S 206 65 80 178 10 110 Yes
Well 22S 180 73 110 175 10 100 Yes
Well 24S 210 64 102 174 10 100 Yes
Well 25 390 355 355 380 12 380 Yes
Well 28 412 362 250 402 12 380 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes
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
Sampson County WD I 03-82-050 0.0000 0 0.0000 2030 Yes Yes 6-8 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Well Field East 3.0000 Yes Yes Ground
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 2.9250 May 2.5550 Sep 3.5070
Feb 2.5920 Jun 2.3290 Oct 3.0470
Mar 2.6440 Jul 3.0830 Nov 2.6130
Apr 2.3990 Aug 4.2000 Dec 2.4170

How many sewer connections does this system have?   3,429
How many water service connections with septic systems does this system have?   394
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
NC0020117 WWTP 5.0000 5.0000 2.8590 11.1720 Williams Old Mill Branch South River (02-4)
NCG590015 WTP 0.1000 1.0420 0.0680 0.0750 Rowan Branch South River (02-4)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 9,067 9,176 9,362 9,550 9,763 9,940
Seasonal Population 0 0 0 0 0 0
 
Residential 0.4600 0.4660 0.4750 0.4850 0.4940 0.5040
Commercial 0.5420 0.5500 0.5600 0.5710 0.5820 0.5940
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0830 0.0840 0.0860 0.0870 0.0890 0.0910
Unaccounted-for 0.1217 0.1234 0.1257 0.1282 0.1307 0.1334
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 6.7520 6.7520 6.7520 6.7520 6.7520 6.7520
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) 6.7520 6.7520 6.7520 6.7520 6.7520 6.7520
Service Area Demand 1.2067 1.2234 1.2467 1.2712 1.2957 1.3224
Sales 0.5740 0.0000 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 1.7807 1.2234 1.2467 1.2712 1.2957 1.3224
Demand as Percent of Supply 26% 18% 18% 19% 19% 20%

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 51 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.