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: |
Kenansville |
|
PWSID: |
04-31-030 |
Mailing Address: | P.O. Box 370 Kenansville, NC 28349 | Ownership: | Municipality |
|
Contact Person: | Steven Whitman | Title: | ORC |
Phone: | 910-296-0369 | Cell/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 |
10.00 % |
Cast Iron |
6 |
30.00 % |
Ductile Iron |
6 |
10.00 % |
Polyvinyl Chloride |
6-8 |
50.00 % |
Programs
As employees ride throughout the system they are looking for leaks. We also utilize NCRWA as needed. Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Northeast Cape Fear River (02-5) | 100 % |
|
County(s) | % of Service Population |
Duplin | 100 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
285 |
0.0302 |
0 |
0.0000 |
Commercial |
150 |
0.0911 |
0 |
0.0000 |
Industrial |
0 |
0.0000 |
0 |
0.0000 |
Institutional |
0 |
0.0000 |
4 |
0.0004 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0175 MGD
A majority of the system process water was due to tank overflows due to faulty controls. This was repaired in fall of 2024 and no longer an issue. 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 Water District G |
04-31-065 |
0.0000 |
0 |
0.0000 |
|
Yes |
No |
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 |
0.1359 |
0.2720 |
May |
0.1498 |
0.2720 |
Sep |
0.1473 |
0.2460 |
Feb |
0.1576 |
0.4300 |
Jun |
0.1591 |
0.2260 |
Oct |
0.1445 |
0.2860 |
Mar |
0.1275 |
0.1690 |
Jul |
0.1622 |
0.2050 |
Nov |
0.1433 |
0.2000 |
Apr |
0.1486 |
0.2960 |
Aug |
0.1626 |
0.2000 |
Dec |
0.1357 |
0.2010 |

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 |
0.1203 |
242 |
0.3150 |
0.2581 |
CUA0 |
|
Regular |
2 |
0.1007 |
248 |
0.2950 |
0.2805 |
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 |
1 |
280 |
|
163 |
280 |
10 |
180 |
Yes |
2 |
270 |
|
195 |
265 |
10 |
175 |
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 Water District G |
04-31-065 |
0.0000 |
0 |
0.0000 |
|
|
No |
6 |
Emergency |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.1725 |
May |
0.1196 |
Sep |
0.2056 |
Feb |
0.1427 |
Jun |
0.1014 |
Oct |
0.1458 |
Mar |
0.1619 |
Jul |
0.1707 |
Nov |
0.1098 |
Apr |
0.1399 |
Aug |
0.2916 |
Dec |
0.1149 |

Wastewater Permits
Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
NC0036668 |
WWTP |
0.3000 |
0.3000 |
0.1566 |
0.8000 |
Grove Creek |
Northeast Cape Fear River (02-5) |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
876 |
876 |
876 |
876 |
876 |
876 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.0302 |
0.0302 |
0.0302 |
0.0302 |
0.0302 |
0.0302 |
Commercial |
0.0911 |
0.0911 |
0.0911 |
0.0911 |
0.0911 |
0.0911 |
Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Institutional |
0.0004 |
0.0004 |
0.0004 |
0.0004 |
0.0004 |
0.0004 |
System Process |
0.0175 |
0.0175 |
0.0175 |
0.0175 |
0.0175 |
0.0175 |
Unaccounted-for |
0.0086 |
0.0076 |
0.0076 |
0.0076 |
0.0076 |
0.0076 |
The Town of Kenansville did not experience any measurable growth from the previous year, so a 0.00% growth rate was used to complete the projections portion of the plan. This will likely change due to a new prison being constructed, but updated projections related to this project are unknown at this point. 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 |
0.5380 |
0.5380 |
0.5380 |
0.5380 |
0.5380 |
0.5380 |
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) |
0.5380 |
0.5380 |
0.5380 |
0.5380 |
0.5380 |
0.5380 |
Service Area Demand |
0.1478 |
0.1468 |
0.1468 |
0.1468 |
0.1468 |
0.1468 |
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) |
0.1478 |
0.1468 |
0.1468 |
0.1468 |
0.1468 |
0.1468 |
Demand as Percent of Supply |
27% |
27% |
27% |
27% |
27% |
27% |

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 34 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? 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: Loans / grants for aging water lines.
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.
|