Havelock

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: Havelock   PWSID: 04-25-015
Mailing Address:P.O. Drawer 368
Havelock, NC 28532		Ownership:Municipality
 
Contact Person:David HemenwayTitle:WTP Supervisor/ORC
Phone:252-444-6420Cell/Mobile:252-670-1263
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 55.00 %
Ductile Iron 6-8 10.00 %
Polyvinyl Chloride 6-12 35.00 %
What are the estimated total miles of distribution system lines?   81 Miles
How many feet of distribution lines were replaced during 2023?   0 Feet
How many feet of new water mains were added during 2023?   1,900 Feet
How many meters were replaced in 2023?   856
How old are the oldest meters in this system?   20 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   41
What is this system's finished water storage capacity?   2.2000 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, Annually
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?   Yes
Does this system have a leak detection program?   Yes

Our water lines division staff, as they are reading meters or making repairs, check for signs of leaks. Water plant staff as they are out collecting water samples or checking automated flushers are also checking for leaks.

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
Neuse River (10-1)100 %
County(s)% of Service Population
Craven100 %
What was the year-round population served in 2023?   14,700
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 5,180 0.5700 0 0.0000
Commercial 686 0.1880 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 14 0.0130 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.2490 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
Craven County 04-25-055 0.0000 0 0.0000 2050 Yes Yes 10 Emergency
Greenfield Heights Development 04-25-141 0.0140 365 Yes Yes 6 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 1.1624 2.0070 May 1.1778 1.3240 Sep 1.2407 2.0930
Feb 1.1764 1.5550 Jun 1.2236 1.5350 Oct 1.2299 1.5580
Mar 1.1338 1.3590 Jul 1.2414 1.5490 Nov 1.1950 1.3940
Apr 1.2738 1.8380 Aug 1.3544 1.7840 Dec 1.2428 1.4920

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
3 0.4187 246 0.7200 CUA0 Regular
4 0.4141 260 0.7200 CUA0 Regular
5 0.4639 251 0.7200 CUA0 Regular
6A 0.4620 256 0.8640 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
3 250 164 240 10 74 Yes
4 250 162 245 10 74 Yes
5 260 160 250 10 120 Yes
6A 260 170 250 10 100 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
Craven County 04-25-055 0.0000 0 Yes Yes 10 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Brown Blvd. WTP 2.8000 Yes Yes Castle Hayne Aquifer
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2023?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2023?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 1.3200 May 1.2200 Sep 1.5000
Feb 1.4900 Jun 1.1500 Oct 1.1200
Mar 1.1600 Jul 1.1700 Nov 0.9600
Apr 1.2900 Aug 1.1800 Dec 1.3600

How many sewer connections does this system have?   5,984
How many water service connections with septic systems does this system have?   52
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
NC0021253 WWTP 2.2500 4.0000 1.2400 Neuse River Neuse River (10-1)
NC00781310 WTP 0.3600 0.4770 0.1040 McCotter Canal Neuse River (10-1)

The 0.1040 MGD discharged to McCotter canal (NC00781310) is backwash water from the water treatment plant and is not included the the monthly averages discharged from the WWTP (NC0021253).

5. Planning

Projections
  2023 2030 2040 2050 2060 2070
Year-Round Population 14,700 15,200 15,800 16,400 16,675 17,275
Seasonal Population 0 0 0 0 0 0
 
Residential 0.5700 0.6020 0.6170 0.6320 0.6470 0.6630
Commercial 0.1880 0.1974 0.2068 0.2162 0.2257 0.2352
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0130 0.0139 0.0208 0.0230 0.0240 0.0250
System Process 0.2490 0.2300 0.2520 0.2630 0.2740 0.2850
Unaccounted-for 0.1862 0.1403 0.1474 0.1525 0.1574 0.1624
Demand v/s Percent of Supply
  2023 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 2.8000 2.8000 2.8000 2.8000 2.8000 2.8000
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) 2.8000 2.8000 2.8000 2.8000 2.8000 2.8000
Service Area Demand 1.2062 1.1836 1.2440 1.2867 1.3281 1.3706
Sales 0.0140 0.0140 0.0140 0.0140 0.0140 0.0140
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 1.2202 1.1976 1.2580 1.3007 1.3421 1.3846
Demand as Percent of Supply 44% 43% 45% 46% 48% 49%

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 39 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?   Water Conservation Practice and Education.

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?   City of Havelock Water Treatment Facility Improvements & Feasibility Study and the City of Havelock Master Plan.

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?  City of Havelock Water Treatment Facility Improvements & Feasibility Study and the City of Havelock Water System Master Plan.

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.