Macclesfield

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: Macclesfield   PWSID: 04-33-020
Mailing Address:P.O. Box 185
Macclesfield, NC 27852
Ownership:Municipality
 
Contact Person:Chevy TaylorTitle:Public Works Director
Phone:252-373-7976Cell/Mobile:--
 
Secondary Contact:Joey White Phone:336-960-5822
Mailing Address:
, NC
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 6-8 2.00 %
Polyvinyl Chloride 2-8 98.00 %
What are the estimated total miles of distribution system lines?   7 Miles
How many feet of distribution lines were replaced during 2025?   30 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   11
How old are the oldest meters in this system?   30 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   20
What is this system's finished water storage capacity?   0.2250 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, As Needed
Does this system have a valve exercise program?   No
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?   Yes

Leaks are visually detected by Town staff and citizens. The Town utilizes NCRWA services as needed.

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
Tar River (15-1)100 %
County(s)% of Service Population
Edgecombe100 %
What was the year-round population served in 2025?   441
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 294 0.0258 0 0.0000
Commercial 0 0.0000 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.)?   0.0032 MGD

All meters combined into residential use type (in-town and out-of-town).

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
Edgecombe County WSD 04-33-050 0.0000 0 0.0000 2023 Yes Yes 6 Emergency

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 0.0440 May 0.0324 Sep 0.0404
Feb 0.0345 Jun 0.0352 Oct 0.0332
Mar 0.0289 Jul 0.0464 Nov 0.0311
Apr 0.0356 Aug 0.0389 Dec 0.0349

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 0.0113 363 0.1080 CUA10 Regular
2 0.0252 362 0.1980 CUA10 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
1 160 83 156 8 126 Yes
2 280 106 275 10 158 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   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
Edgecombe County WSD 04-33-050 0.0000 0 0.0000 2023 Yes Yes 6 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.0330 May 0.0596 Sep 0.0372
Feb 0.0592 Jun 0.0709 Oct 0.0401
Mar 0.0539 Jul 0.0520 Nov 0.0445
Apr 0.0587 Aug 0.0426 Dec 0.0450

How many sewer connections does this system have?   242
How many water service connections with septic systems does this system have?   7
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

The Town has secured a grant to fund the construction and rehab of several functions of the WWTP.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0050661 WWTP 0.1750 0.1750 0.0500 0.0496 Briery Branch Creek Tar River (15-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Pinetops 04-33-015 Receiving 0.0000 0

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 441 437 431 425 419 413
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0258 0.0255 0.0251 0.0247 0.0243 0.0239
Commercial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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 0.0032 0.0032 0.0032 0.0032 0.0032 0.0032
Unaccounted-for 0.0072 0.0071 0.0070 0.0069 0.0068 0.0067
Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000
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) 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000
Service Area Demand 0.0362 0.0358 0.0353 0.0348 0.0343 0.0338
Sales 0.0000 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) 0.0362 0.0358 0.0353 0.0348 0.0343 0.0338
Demand as Percent of Supply 36% 36% 35% 35% 34% 34%

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 59 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.    No Changes

Are there other demand management practices you will implement to reduce your future supply needs?   No Changes

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   No Changes

How does the water system intend to implement the demand management and supply planning components above?   No Changes

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?  NA

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:   NA

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.