Northampton Co - Pendleton

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

Incomplete

Water System Name: Northampton Co - Pendleton   PWSID: 04-66-112
Mailing Address:P.O. Box 68
Jackson, NC 27845		Ownership:County
 
Contact Person:Chris WheelerTitle:Public Works Director
Phone:252-534-6341Cell/Mobile:
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 6,8 10.00 %
Polyvinyl Chloride 6,8 90.00 %
What are the estimated total miles of distribution system lines?   7 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   0 Feet
How many meters were replaced in 2002?   0
How old are the oldest meters in this system?   19 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?   0.0050 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

Total miles of distribution system lines = 7.3 miles

Programs
Does this system have a program to work or flush hydrants?   Yes, Once a Month
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?   No
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
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
Meherrin River (04-2)0 %
Chowan River (04-1)0 %
County(s)% of Service Population
Northampton0 %
What was the year-round population served in 2002?   305
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 130 0.0110 0 0.0000
Commercial 1 0.0020 1 0.0010
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.)?   0.0000 MGD

Non-metered commercial connection listed as farm water. The Northampton-Pendleton system was incorporated into the Northampton-Milwaukee system in fall of 2002. The well pump was prohibited from coming online due to system pressure differences and the need for the installation of new controls. Additionally, the Northampton-Pendleton system had a pneumatic storage tank which was renovated during this time. For November and December 2002, Northampton-Milwaukee supplied the average daily use to Northampton-Pendleton system via booster pump. As a result, average daily usage information was unavailable during November and December 2002.

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
Severn 04-66-015 0.0000 0 0.0000 2026 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 0.0190 0.0220 May 0.0190 0.0230 Sep 0.0190 0.0280
Feb 0.0190 0.0230 Jun 0.0160 0.0220 Oct 0.0140 0.0250
Mar 0.0180 0.0220 Jul 0.0130 0.0280 Nov 0.0000 0.0000
Apr 0.0190 0.0410 Aug 0.0220 0.0490 Dec 0.0000 0.0000

The Northampton-Pendleton system was incorporated into the Northampton-Milwaukee system in fall of 2002. The well pump was prohibited from coming online due to system pressure differences and the need for the installation of new controls. Additionally, the Northampton-Pendleton system had a pneumatic storage tank which was renovated during this time. For November and December 2002, Northampton-Milwaukee supplied the average daily use to Northampton-Pendleton system via booster pump. As a result, average daily usage information was unavailable during November and December 2002.

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
Pendleton 0.0180 273 0.049 0.1440 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
Pendleton 325 90 292 322 8 245 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   No

Year Online = 1984. Pendleton chlorinates at the well site. The Northampton-Pendleton system was incorporated into the Northampton-Milwaukee system in fall of 2002. The well pump was prohibited from coming online due to system pressure differences and the need for the installation of new controls. Additionally, the Northampton-Pendleton system had a pneumatic storage tank which was renovated during this time. For November and December 2002, Northampton-Milwaukee supplied the average daily use to Northampton-Pendleton system via booster pump. As a result, average daily usage information was unavailable during November and December 2002.

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
Severn 04-66-015 0.0030 304 0.0000 2031 8 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0020 May 0.0020 Sep 0.0020
Feb 0.0020 Jun 0.0020 Oct 0.0020
Mar 0.0020 Jul 0.0020 Nov 0.0020
Apr 0.0020 Aug 0.0020 Dec 0.0020

How many sewer connections does this system have?   1
How many water service connections with septic systems does this system have?   130
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Conway 04-66-025 Discharging 0.0020 365 0.0000

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 305 315 325 350
Seasonal Population 0 0 0 0
 
Residential 0.0110 0.0150 0.0160 0.0180
Commercial 0.0030 0.0030 0.0040 0.0040
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0020 0.0030 0.0030 0.0040
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Northampton-Milwaukee 04-66-108 Ground 0.0000 2002 Regular
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.1440 0.1440 0.1440 0.1440
Purchases 0.0030 0.0030 0.0030 0.0030
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1470 0.1470 0.1470 0.1470
Service Area Demand 0.0160 0.0210 0.0230 0.0260
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0160 0.0210 0.0230 0.0260
Demand as Percent of Supply 11% 14% 16% 18%

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 36 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.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

How does the water system intend to implement the demand management and supply planning components above?   

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?  2002 Well Usage Reports.

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.