Pasquotank County

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: Pasquotank County   PWSID: 04-70-015
Mailing Address:PO Box 2245
Elizabeth City, NC 27906
Ownership:County
 
Contact Person:Eric MeadsTitle:Distribution Supervisor
Phone:252-330-4006Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 28525
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 3-16 8.00 %
Polyvinyl Chloride 2-16 92.00 %
What are the estimated total miles of distribution system lines?   167 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?   150
How old are the oldest meters in this system?   13 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?   1.8000 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?   No
Does this system have a leak detection program?   Yes

Staff look for leaks while in the field and we utilize NCRWA on an as needed basis.

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
Albemarle Sound (12-1)100 %
County(s)% of Service Population
Pasquotank100 %
What was the year-round population served in 2025?   10,653
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 4,672 0.5277 0 0.0000
Commercial 174 0.0807 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 37 0.0207 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.2635 MGD

Increase in system process water explanation:
We discovered a leaking 6" valve on our raw water basin that allowed treated water to be released into our lagoon. We estimated this leak to be around 100,000 gpd. The faulty valve has since 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
Elizabeth City 04-70-010 0.2509 365 0.0000 No Yes 8 Regular
Perquimans Co 04-72-025 0.0000 0 0.0000 2016 No No 8 Emergency
South Mills 04-15-010 0.0000 0 0.0000 2016 No No 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 1.0400 1.3800 May 1.1290 1.4200 Sep 1.0400 1.3000
Feb 1.1200 1.5700 Jun 1.1100 1.2900 Oct 1.0200 1.4400
Mar 0.9460 1.1900 Jul 1.0700 1.2100 Nov 0.8480 1.3600
Apr 1.1800 1.9100 Aug 1.1100 1.2400 Dec 0.9240 1.3540

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 0.0350 365 0.0560 Regular
10 0.0560 365 0.0810 Regular
11 0.0000 0 0.0670 Regular
12 0.0290 365 0.0360 Regular
13 0.0000 0 0.0150 Regular
14 0.0890 365 0.1150 Regular
15 0.0430 365 0.0540 Regular
16 0.0000 0 0.0100 Regular
17 0.0695 365 0.0890 Regular
18 0.0000 0 0.0490 Regular
19 0.0430 365 0.0570 Regular
2 0.0375 365 0.0560 Regular
20 0.0385 365 0.0430 Regular
21 0.0600 365 0.0750 Regular
22 0.0335 365 0.0390 Regular
23 0.0885 365 0.1180 Regular
24 0.0655 365 0.0740 Regular
25 0.0670 365 0.0850 Regular
26 0.0630 365 0.0880 Regular
27 0.0000 0 0.1150 Regular
28 0.0000 0 0.0740 Regular
29 0.0560 365 0.0790 Regular
3 0.0315 365 0.0430 Regular
30 0.0690 365 0.1030 Regular
4 0.0410 365 0.0590 Regular
5 0.0410 365 0.0600 Regular
6 0.0560 365 0.0770 Regular
7 0.0410 365 0.0590 Regular
8 0.0385 365 0.0630 Regular
9 0.0480 365 0.0730 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 71 20 20 66 8 42 Yes
10 73 20 20 60 8 44 Yes
11 95 20 61 66 8 50 Yes
12 95 20 75 85 8 60 Yes
13 93 20 65 70 6 60 Yes
14 95 20 65 85 8 62 Yes
15 115 20 71 82 8 66 Yes
16 109 20 67 71 8 62 Yes
17 122 20 74 84 8 70 Yes
18 94 20 70 84 8 67 Yes
19 92 20 68 82 8 55 Yes
2 72 20 42 67 8 42 Yes
20 87 20 67 82 8 45 Yes
21 83 20 63 78 8 45 Yes
22 77 20 52 72 8 43 Yes
23 88 30 70 83 8 67 Yes
24 89 30 70 84 8 67 Yes
25 85 30 68 80 8 63 Yes
26 88 30 73 83 8 70 Yes
27 89 20 74 84 8 69 Yes
28 89 20 72 84 8 69 Yes
29 70 20 50 65 8 46 Yes
3 78 20 42 78 8 45 Yes
30 97 20 82 92 8 78 Yes
4 72 20 47 78 6 47 Yes
5 85 20 64 85 6 45 Yes
6 78 20 42 72 8 48 Yes
7 65 20 35 65 6 44 Yes
8 70 20 40 65 8 44 Yes
9 73 20 42 67 6 72 Yes
Are ground water levels monitored?   Yes, Annually
Does this system have a wellhead protection program?   Yes

Individual well meter readings are not collected daily. Our SCADA system is currently not connected to the master meters at the well sites, and this data is estimated based off of the permitted GPM of each well. We are actively working with our SCADA provider to tie all of the well readings into our current monitoring system so we can collect more accurate daily, monthly, and yearly system data.

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
Elizabeth City 04-70-010 0.0000 0 0.0000 2016 No No 8-12 Emergency
Perquimans Co 04-72-025 0.0000 0 0.0000 2016 No No 8-12 Emergency
South Mills 04-15-010 0.0000 0 0.0000 2016 No No 8-12 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Pasquotank Co 2.4000 Yes Yes Ground Water
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  No
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  No
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 0.0674 May 0.0686 Sep 0.0721
Feb 0.0677 Jun 0.0689 Oct 0.0698
Mar 0.0662 Jul 0.0702 Nov 0.0729
Apr 0.0665 Aug 0.0718 Dec 0.0694

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   4,501
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
NC0043583 WTP 2.4000 2.4000 0.0693 0.1000 Newbegun Creek Albemarle Sound (12-1)

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 10,653 10,866 11,230 11,568 11,916 12,274
Seasonal Population 0 0 0 0 0 0
 
Residential 0.5277 0.5382 0.5562 0.5729 0.6010 0.6078
Commercial 0.0807 0.0823 0.0851 0.0876 0.0902 0.0930
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0207 0.0211 0.0218 0.0224 0.0231 0.0238
System Process 0.2635 0.1635 0.1635 0.1635 0.1635 0.1635
Unaccounted-for 0.0965 0.0870 0.0894 0.0915 0.0841 0.0960

We anticipate our system process water to return back to normal for 2026 and onward, since the leaking valve on our raw water basin has been repaired.

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 2.0120 2.0120 2.0120 2.0120 2.0120 2.0120
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) 2.0120 2.0120 2.0120 2.0120 2.0120 2.0120
Service Area Demand 0.9891 0.8921 0.9160 0.9379 0.9619 0.9841
Sales 0.2509 0.2509 0.2509 0.2509 0.2509 0.2509
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 1.2400 1.1430 1.1669 1.1888 1.2128 1.2350
Demand as Percent of Supply 62% 57% 58% 59% 60% 61%

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 50 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?  No

What major water supply reports or studies were used for planning?  NA

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:   NA

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.