Mount Gilead

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: Mount Gilead   PWSID: 03-62-015
Mailing Address:P.O. Box 325
Mount Gilead, NC 27306		Ownership:Municipality
 
Contact Person:James McCormickTitle:Public Works Director
Phone:910-439-5111Cell/Mobile:910-220-0636
 
Secondary Contact:Matt Casto/NCRWA Phone:--
Mailing Address:
, 		Cell/Mobile:910-220-0636
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-10 31.00 %
Ductile Iron 4-12 25.00 %
Galvanized Iron 2-3 14.00 %
Polyvinyl Chloride 2-12 30.00 %
What are the estimated total miles of distribution system lines?   15 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   0
How old are the oldest meters in this system?   6 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   4
What is this system's finished water storage capacity?   0.3000 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.   Yes
Programs
Does this system have a program to work or flush hydrants?   Yes, 2 Years or More
Does this system have a valve exercise program?   No, 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?   Yes
Does this system have a leak detection program?   Yes
Water Conservation
What type of rate structure is used?   Uniform
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)100 %
County(s)% of Service Population
Montgomery100 %
What was the year-round population served in 2024?   1,181
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 494 0.0600 0 0.0000
Commercial 62 0.0080 0 0.0000
Industrial 7 0.0030 0 0.0000
Institutional 11 0.0050 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0050 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 0.2060 May 0.1430 Sep 0.1260
Feb 0.2040 Jun 0.1360 Oct 0.0940
Mar 0.1200 Jul 0.1550 Nov 0.1280
Apr 0.1150 Aug 0.1070 Dec 0.1350

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
Montgomery County 03-62-010 0.1390 365 0.2800 2045 Yes Yes 8 Regular

Water purchase contract amount was changed to 0.330 MGD to cover projected demand and accommodate the 2.0 MGD max sales amount the county is obligated to sell to Biscoe, Candor, Mount Gilead, Star, and Troy.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.6120 May 0.4400 Sep 0.2930
Feb 0.4340 Jun 0.2280 Oct 0.2070
Mar 0.4790 Jul 0.2230 Nov 0.1830
Apr 0.3370 Aug 0.3520 Dec 0.3260

How many sewer connections does this system have?   1,903
How many water service connections with septic systems does this system have?   100
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Preliminary at this time.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0021105 WWTP 0.8500 0.8500 0.3430 0.8000 Yadkin River Uwharrie River (18-3)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 1,181 1,827 3,825 3,825 3,825 3,825
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0600 0.0786 0.1645 0.1645 0.1645 0.1645
Commercial 0.0080 0.0050 0.0050 0.0050 0.0050 0.0050
Industrial 0.0030 0.0040 0.0040 0.0040 0.0040 0.0040
Institutional 0.0050 0.0040 0.0040 0.0050 0.0050 0.0050
System Process 0.0050 0.0010 0.0010 0.0010 0.0010 0.0010
Unaccounted-for 0.0576 0.0379 0.0730 0.0734 0.0734 0.0734
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Montgomery County 03-62-010 Purchase 0.0500 2030 Regular
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 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.2800 0.2800 0.2800 0.2800 0.2800 0.2800
Future Supplies 0.0500 0.0500 0.0500 0.0500 0.0500
Total Available Supply (MGD) 0.2800 0.3300 0.3300 0.3300 0.3300 0.3300
Service Area Demand 0.1386 0.1305 0.2515 0.2529 0.2529 0.2529
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) 0.1386 0.1305 0.2515 0.2529 0.2529 0.2529
Demand as Percent of Supply 50% 40% 76% 77% 77% 77%

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.