Wallace

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: Wallace   PWSID: 04-31-010
Mailing Address:316 East Murray St.
Wallace, NC 28466		Ownership:Municipality
 
Contact Person:Brent DeanTitle:Public Services Director
Phone:910-285-2812Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 1.00 %
Cast Iron 6 5.00 %
Ductile Iron 6 & 8 58.00 %
Galvanized Iron 2 15.00 %
Polyvinyl Chloride 1-10 21.00 %
What are the estimated total miles of distribution system lines?   58 Miles
How many feet of distribution lines were replaced during 2022?   100 Feet
How many feet of new water mains were added during 2022?   0 Feet
How many meters were replaced in 2022?   2,153
How old are the oldest meters in this system?   1 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   10
What is this system's finished water storage capacity?   2.1000 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, Annually
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?   No
Does this system have a leak detection program?   Yes

As employees ride throughout the system they are looking for leaks and utilize NCRWA on an as needed basis.

Water Conservation
What type of rate structure is used?   Flat/Fixed
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
Northeast Cape Fear River (02-5)100 %
County(s)% of Service Population
Duplin100 %
What was the year-round population served in 2022?   5,825
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 1,770 0.2116 0 0.0000
Commercial 256 0.1031 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.)?   0.0800 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
Duplin County 04-31-085 0.0053 365 0.0040 Yes Yes 6 Regular
Pender County Utilities 70-71-011 0.2364 365 1.2000 No Yes 2-8 Regular
Teachey 04-31-044 0.0536 365 0.1000 Yes Yes 10 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 0.6906 May 0.9568 Sep 0.5357
Feb 0.6900 Jun 0.9695 Oct 0.8035
Mar 0.6984 Jul 0.5827 Nov 0.7146
Apr 0.8124 Aug 0.6762 Dec 0.7221

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
ANNS LANE 0.3039 200 0.4800 0.2880 CUA0 Regular
GODWIN MILL 0.1657 79 0.3880 0.1980 CUA0 Regular
ORANGE ST 0.2650 215 0.4630 0.2448 CUA0 Regular
RESEVOIR 0.5018 159 0.6508 0.3600 CUA0 Regular
TEACHEY RD 0.1519 124 0.2813 0.1440 CUA0 Regular
TIN CITY 0.1564 76 0.3100 0.2880 CUA0 Regular
WELL 14 0.1958 143 0.3240 0.2160 CUA0 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
ANNS LANE 319 233 314 10 256 Yes
GODWIN MILL 390 170 384 1 150 Yes
ORANGE ST 358 244 356 10 239 Yes
RESEVOIR 302 160 297 10 221 Yes
TEACHEY RD 355 170 350 10 170 Yes
TIN CITY 335 265 325 10 280 Yes
WELL 14 319 180 314 10 170 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
Duplin County 04-31-085 0.0000 0 0.0000 Yes No 12 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 1.5745 May 1.0645 Sep 1.2803
Feb 1.4254 Jun 1.1185 Oct 1.1686
Mar 1.3320 Jul 1.5125 Nov 0.9942
Apr 1.4878 Aug 1.4302 Dec 1.2621

How many sewer connections does this system have?   1,608
How many water service connections with septic systems does this system have?   0
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
NC0003450 WWTP 5.4200 5.4200 1.3042 10.7000 Rockfish Creek Cape Fear River (02-3)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Town of Burgaw 04-71-010 Receiving 0.3288 365 1.6500
Town of Greenevers 04-31-060 Receiving 0.0179 365 0.0000
Town of Teachey 04-31-044 Receiving 0.0457 365 0.0000

5. Planning

Projections
  2022 2030 2040 2050 2060 2070
Year-Round Population 5,825 5,844 5,867 5,888 5,909 5,931
Seasonal Population 0 0 0 0 0 0
 
Residential 0.2116 0.2122 0.2130 0.2137 0.2144 0.2151
Commercial 0.1031 0.1034 0.1038 0.1041 0.1045 0.1048
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 0.0800 0.0802 0.0805 0.0807 0.0809 0.0811
Unaccounted-for 0.0480 0.2317 0.2314 0.2321 0.2323 0.2316

Projected unaccounted-for demand was adjusted to 12% of total demand which is the median for 2018-2022.

Demand v/s Percent of Supply
  2022 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 2.5308 2.5308 2.5308 2.5308 2.5308 2.5308
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) 2.5308 2.5308 2.5308 2.5308 2.5308 2.5308
Service Area Demand 0.4427 0.6275 0.6287 0.6306 0.6321 0.6326
Sales 0.2953 1.3053 1.3053 1.3053 1.3053 1.3053
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.7380 1.9328 1.9340 1.9359 1.9374 1.9379
Demand as Percent of Supply 29% 76% 76% 76% 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 36 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?   N/A

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   N/A

How does the water system intend to implement the demand management and supply planning components above?   N/A

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, CCPCUA

What major water supply reports or studies were used for planning?  CCPCUA

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:   Funding for SCADA and additional wells.

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.