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 Pulley | Title: | Water System ORC |
Phone: | 919-222-4875 | Cell/Mobile: | -- |
|
Secondary Contact: | Mike Houston | | Phone: | -- |
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 % |
Programs
As employees ride throughout the system they look for leaks and we utilize NCRWA on an as needed basis. Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Contentnea Creek (10-2) | 100 % |
|
County(s) | % of Service Population |
Wayne | 100 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
727 |
0.0624 |
0 |
0.0000 |
Commercial |
108 |
0.0188 |
4 |
0.0070 |
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
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 |
0.0000 |
0 |
0.1000 |
2050 |
Yes |
Yes |
2 |
Regular |
The Town of Pikeville has not purchased any water from the Town of Fremont since August of 2022.
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 |
0.0964 |
|
May |
0.0969 |
|
Sep |
0.1338 |
|
Feb |
0.1139 |
|
Jun |
0.1197 |
|
Oct |
0.1484 |
|
Mar |
0.0968 |
|
Jul |
0.1333 |
|
Nov |
0.1191 |
|
Apr |
0.1080 |
|
Aug |
0.1314 |
|
Dec |
0.1314 |
|

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 |
0.1188 |
366 |
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 2024 LWSP below 80%.
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.4374 |
May |
0.1770 |
Sep |
0.4472 |
Feb |
0.2353 |
Jun |
0.1077 |
Oct |
0.3402 |
Mar |
0.3359 |
Jul |
0.1382 |
Nov |
0.1716 |
Apr |
0.2389 |
Aug |
0.4026 |
Dec |
0.1861 |

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 |
0.0149 |
|
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 0.0149 MGD.
WQCS00298 is the discharge to the City of Goldsboro, which averaged 0.2531 MGD. Wastewater Interconnections
Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
MGD |
Days Used |
City of Goldsboro |
04-96-010 |
Discharging |
0.2531 |
366 |
1.0000 |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
1,265 |
1,271 |
1,280 |
1,289 |
1,298 |
1,306 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.0624 |
0.0626 |
0.0630 |
0.0634 |
0.0638 |
0.0642 |
Commercial |
0.0258 |
0.0259 |
0.0260 |
0.0262 |
0.0264 |
0.0265 |
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 |
0.0301 |
0.0302 |
0.0304 |
0.0306 |
0.0308 |
0.0309 |
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 |
0.3000 |
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 |
0.1188 |
0.1192 |
0.1199 |
0.1207 |
0.1215 |
0.1221 |
Sales |
0.0000 |
0.1000 |
0.1000 |
0.1000 |
0.1000 |
0.1000 |
Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Demand (MGD) |
0.1188 |
0.2192 |
0.2199 |
0.2207 |
0.2215 |
0.2221 |
Demand as Percent of Supply |
40% |
73% |
73% |
74% |
74% |
74% |

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 49 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?
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.
|