Fremont

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: Fremont   PWSID: 04-96-025
Mailing Address:P.O. Box 4
Fremont, NC 27830		Ownership:Municipality
 
Contact Person:Josh PulleyTitle:Water System ORC
Phone:919-222-4875Cell/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 0.10 %
Cast Iron 2-10 36.49 %
Galvanized Iron 1-2 0.10 %
Polyvinyl Chloride 2-12 63.31 %
What are the estimated total miles of distribution system lines?   20 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   20
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?   5
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.   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?   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?   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
Contentnea Creek (10-2)100 %
County(s)% of Service Population
Wayne100 %
What was the year-round population served in 2025?   1,265
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 754 0.0576 0 0.0000
Commercial 99 0.0201 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.)?   0.0005 MGD

Regarding the high amount of unaccounted-for-water (30% of supply) -- we experienced multiple leaks within our system that accounted for the increase in our overall UAW%. These leaks have been repaired.

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
Town of Pikeville 04-96-030 0.0418 62 0.1000 2050 Yes Yes 2 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 0.1205 May 0.1257 Sep 0.1731
Feb 0.0925 Jun 0.1180 Oct 0.1326
Mar 0.1197 Jul 0.1762 Nov 0.1455
Apr 0.1541 Aug 0.1590 Dec 0.1431

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
Wayne Water District 04-96-065 0.1218 365 0.3000 2035 Yes Yes 8&12 Regular

The contract with WWD does not limit the volume of water, and does not have an expiration date. The town purchases water on a day to day basis. Also, WWD has new wells around the area to help supply us if we ever need additional water. Accordingly, and given projected demands, a contract amount of 0.3000 MGD is shown here to keep projected 2030 to 2050 demand-to-supply ratios calculated in this 2025 LWSP below 80%.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.2139 May 0.2295 Sep 0.1306
Feb 0.3584 Jun 0.1853 Oct 0.1190
Mar 0.2914 Jul 0.1775 Nov 0.1108
Apr 0.2219 Aug 0.2528 Dec 0.1606

How many sewer connections does this system have?   652
How many water service connections with septic systems does this system have?   88
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
WQ0034102 WWTP 0.0920 0.3600 0.0260 Aycock Swamp Contentnea Creek (10-2)
WQCS00298 CS 0.3500 0.3500 0.0000 Neuse River Contentnea Creek (10-2)

WQ0034102 is the spray field, which averaged 0.0260 MGD.
WQCS00298 is the discharge to the City of Goldsboro, which averaged 0.1775 MGD.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
City of Goldsboro 04-96-010 Discharging 0.1775 365 1.0000

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 1,265 1,284 1,317 1,346 1,377 1,408
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0576 0.0584 0.0598 0.0611 0.0624 0.0638
Commercial 0.0201 0.0204 0.0209 0.0213 0.0218 0.0223
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 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005
Unaccounted-for 0.0365 0.0370 0.0379 0.0387 0.0395 0.0404
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 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
Service Area Demand 0.1147 0.1163 0.1191 0.1216 0.1242 0.1270
Sales 0.0071 0.0418 0.0418 0.0418 0.0418 0.0418
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.1218 0.1581 0.1609 0.1634 0.1660 0.1688
Demand as Percent of Supply 41% 53% 54% 54% 55% 56%

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 46 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.    The Fremont contracts do not limit the volume of water received from Wayne Water Districts. The Fremont contract does not have an expiration date, as additional water is available upon demand from the Town.

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?   WWD has new wells around the area to help supply us if we ever need additional water.

How does the water system intend to implement the demand management and supply planning components above?   Will be advised by engineer.
We are currently looking at the installation of new water meters to help offset billing / usage inaccuracies and actively looking for & repairing system leaks to reduce our overall system demand.

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?  N/A

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:   N/A

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.