Pikeville

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: Pikeville   PWSID: 04-96-030
Mailing Address:PO Box 9
Pikeville, NC 27863
Ownership:Municipality
 
Contact Person:Tim BiggerstaffTitle:Town Manager
Phone:919-242-5126Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 27609
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Cast Iron 6 10.00 %
Ductile Iron 6 5.00 %
Galvanized Iron 2 10.00 %
Other 1.25 5.00 %
Polyvinyl Chloride 2-6 70.00 %
What are the estimated total miles of distribution system lines?   8 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   8
How old are the oldest meters in this system?   24 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   4
What is this system's finished water storage capacity?   0.2000 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, Semi-Annually
Does this system have a valve exercise program?   Yes, Annually
Does this system have a cross-connection program?   No
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. We utilize NCRWA on an as needed basis.

Water Conservation
What type of rate structure is used?   Flat/Fixed
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
Wayne100 %
What was the year-round population served in 2024?   896
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 399 0.0251 0 0.0000
Commercial 58 0.0146 0 0.0000
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.)?   0.0030 MGD

Due to a recent billing software change the total consumption / metered connection(s) numbers differ from previous years.
All previous institutional connections are now included in the commercial use type.

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 0.0462 May 0.0461 Sep 0.0540
Feb 0.0441 Jun 0.0472 Oct 0.0406
Mar 0.0386 Jul 0.0419 Nov 0.0445
Apr 0.0418 Aug 0.0676 Dec 0.0294

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
Town of Fremont 04-96-025 0.0000 0 0.1000 2050 Yes Yes 12 Regular
Wayne Water District 04-96-065 0.0452 366 0.0000 2035 Yes Yes 6 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.1710 May 0.0562 Sep 0.1594
Feb 0.0846 Jun 0.0377 Oct 0.1548
Mar 0.1245 Jul 0.0880 Nov 0.0564
Apr 0.0898 Aug 0.0880 Dec 0.0448

How many sewer connections does this system have?   380
How many water service connections with septic systems does this system have?   80
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
WQ0023934 WWTP 0.1400 0.1525 0.0000 0.0000 N/A Neuse River (10-1)

The wastewater from the Town of Pikeville WWTP is treated in a land application system included in the permit WQ0023934.

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 896 896 896 896 896 896
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0251 0.0251 0.0251 0.0251 0.0251 0.0251
Commercial 0.0146 0.0146 0.0146 0.0146 0.0146 0.0146
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 0.0030 0.0030 0.0030 0.0030 0.0030 0.0030
Unaccounted-for 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025

Based off of previous historical data, the Town of Pikeville does not anticipate any positive or negative growth over the next 10-30 years.

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 0.1452 0.1452 0.1452 0.1452 0.1452 0.1452
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1452 0.1452 0.1452 0.1452 0.1452 0.1452
Service Area Demand 0.0452 0.0452 0.0452 0.0452 0.0452 0.0452
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) 0.0452 0.0452 0.0452 0.0452 0.0452 0.0452
Demand as Percent of Supply 31% 31% 31% 31% 31% 31%

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 28 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?  N/A

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:   N/A

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.