North Lenoir Water Corp.

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: North Lenoir Water Corp.   PWSID: 04-54-025
Mailing Address:P.O. Box 1579
Kinston, NC 28503		Ownership:Non-Profit
 
Contact Person:Melvin AlbrittonTitle:General Manager
Phone:252-527-8352Cell/Mobile:252-560-1490
 
Secondary Contact:Yesica Bautista Phone:252-527-8352
Mailing Address:P.O.Box 1579
Kinston, NC 28503		Cell/Mobile:252-560-1490
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 6-24 11.00 %
Other 6-16 2.00 %
Polyvinyl Chloride 2-12 87.00 %
What are the estimated total miles of distribution system lines?   425 Miles
How many feet of distribution lines were replaced during 2024?   3,400 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   34
How old are the oldest meters in this system?   10 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   3.5000 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?   Yes, As Needed
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?   No
Water Conservation
What type of rate structure is used?   Flat/Fixed, 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
Neuse River (10-1)92 %
Contentnea Creek (10-2)8 %
County(s)% of Service Population
Lenoir97 %
Greene3 %
What was the year-round population served in 2024?   15,538
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 6,215 0.6514 0 0.0000
Commercial 27 0.0525 0 0.0000
Industrial 1 0.0172 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.2464 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
City of Kinston 04-54-010 0.0000 0 0.7200 2029 Yes Yes 6 Emergency
Greene County RWS 04-40-106 0.0000 0 0.1000 2029 Yes Yes 4 Emergency
La Grange 04-54-015 0.0000 0 0.2500 2029 Yes Yes 8 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 0.9808 2.4760 May 1.0559 1.9593 Sep 1.1651 2.2319
Feb 0.9941 1.7700 Jun 1.2851 2.6281 Oct 1.2615 2.6460
Mar 1.2179 2.8695 Jul 1.2271 2.4726 Nov 1.1352 2.4896
Apr 1.1689 3.4566 Aug 1.1658 2.6792 Dec 1.1033 2.1366

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
10 0.1605 43 0.3413 0.2268 CUA25 Regular
11 0.1508 47 0.3171 0.1800 CUA25 Regular
12 0.1584 41 0.5418 0.3168 CUA25 Regular
13 0.1557 38 0.3641 0.2880 CUA25 Regular
14 0.2053 48 0.4433 0.2952 CUA25 Regular
15 0.2361 45 0.4912 0.2088 CUA25 Regular
16 0.1680 47 0.3749 0.2520 CUA25 Regular
17 0.1340 38 0.3180 0.2340 CUA25 Regular
18 0.1772 48 0.4241 0.2160 CUA25 Regular
2 0.1159 35 0.3550 0.1584 CUA25 Regular
3 0.0000 0 0.0000 0.1116 CUA25 1999 Emergency
4A 0.0819 60 0.5529 0.2160 CUA25 Regular
6 0.0000 0 0.0000 0.0756 CUA25 1999 Emergency
7 0.0000 0 0.0000 0.0778 CUA25 1999 Emergency
8 0.0915 60 0.2539 0.1728 CUA25 Regular
9 0.1190 26 0.2472 0.2808 CUA25 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
10 460 350 450 10 210 Yes
11 375 328 373 10 273 Yes
12 414 344 404 10 285 Yes
13 453 383 443 10 305 Yes
14 407 319 397 10 255 Yes
15 360 316 356 12 285 Yes
16 448 325 438 12 300 Yes
17 448 398 438 10 370 Yes
18 391 366 381 10 357 Yes
2 358 320 358 6 233 Yes
3 355 315 355 6 260 Yes
4A 400 326 390 12 317 Yes
6 356 308 356 6 285 Yes
7 358 308 358 6 253 Yes
8 358 209 348 10 201 Yes
9 413 208 403 10 275 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   No
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
City of Kinston 04-54-010 0.0000 0 0.0000 2029 Yes Yes 6 Emergency
Greene County RWS 04-40-106 0.0000 0 0.1000 2029 Yes Yes 4 Emergency
La Grange 04-54-015 0.0000 0 0.2500 2029 Yes Yes 8 Emergency
Neuse Regional Water and Sewer Authority 60-54-001 0.8931 366 1.1940 2048 Yes Yes 8-12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   6,215
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 15,538 17,115 18,313 18,500 18,750 19,125
Seasonal Population 0 0 0 0 0 0
 
Residential 0.6514 0.7205 0.7691 0.7700 0.7875 0.8033
Commercial 0.0525 0.0467 0.0482 0.0497 0.0515 0.0525
Industrial 0.0172 0.0151 0.0154 0.0157 0.0160 0.0165
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.2464 0.2600 0.2652 0.2705 0.2759 0.2814
Unaccounted-for 0.1604 0.1728 0.1820 0.1833 0.1875 0.1913
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 0.5572 0.5572 0.5572 0.5572 0.5572 0.5572
Purchases 1.1940 1.1940 1.1940 1.1940 1.1940 1.1940
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.7512 1.7512 1.7512 1.7512 1.7512 1.7512
Service Area Demand 1.1279 1.2151 1.2799 1.2892 1.3184 1.3450
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) 1.1279 1.2151 1.2799 1.2892 1.3184 1.3450
Demand as Percent of Supply 64% 69% 73% 74% 75% 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 42 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.    Conduct regular water audits.

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?   Nothing other than purchasing more water from NRWASA.

How does the water system intend to implement the demand management and supply planning components above?   Our management team and Board of Directors will be working with our system engineers in planning upgrades to our system in order to develop increased water supply to future customers.

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.