Northampton Co - Progressive

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 - Progressive   PWSID: 04-66-045
Mailing Address:P.O Box 68
Jackson, NC 27845		Ownership:County
 
Contact Person:Becky TurnerTitle:Public Works Director
Phone:252-534-6341Cell/Mobile:252-578-5506
 
Secondary Contact:Mike Houston Phone:--
Mailing Address:
, NC 28525		Cell/Mobile:919-812-6088
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 20.00 %
Ductile Iron 6-12 10.00 %
Polyvinyl Chloride 2-12 70.00 %
What are the estimated total miles of distribution system lines?   15 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?   25 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?   0.2250 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, 2-6 Months
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
Roanoke River (14-1)0 %
County(s)% of Service Population
Northampton0 %
What was the year-round population served in 2002?   1,511
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 620 0.1500 0 0.0000
Commercial 10 0.0170 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

Commercial, Industrial, & Institutional are all classified as Commercial. Based on this report, the amount of raw water is less than the finished water metered. Northampton-Progressive needs to look at our instrumentation to see if there is a calibration problem. Without knowing what is wrong adjustments to the water use numbers cannot be made at this time.

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
Northampton Co- Gaston 04-66-113 0.0000 0 0.0000 12 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 0.1720 0.1850 May 0.1800 0.1940 Sep 0.1590 0.1880
Feb 0.1690 0.1840 Jun 0.1750 0.2140 Oct 0.1520 0.1740
Mar 0.1780 0.1980 Jul 0.1720 0.1900 Nov 0.1710 0.1830
Apr 0.1790 0.1890 Aug 0.1680 0.1860 Dec 0.1670 0.1970

Northampton-Progressive needs to look at our instrumentation to see if there is a calibration problem. Without knowing what is wrong adjustments to the water use numbers cannot be made at this time.

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 0.0000 0 0.000 0.0000 1993 Regular
2 0.0480 363 0.069 0.0200 2005 Regular
3 0.0560 337 0.079 0.0260 2005 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 0 0 0 0 0 0 No
2 0 0 0 0 6 0 Yes
3 0 0 0 0 6 0 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   No

Wells 2 & 3 are chlorinated at the wells. Well 1 offline due to benzene contamination. Well casing, screen depth, and pump intake depths are unknown. Northampton-Progressive needs to look at our instrumentation to see if there is a calibration problem. Without knowing what is wrong adjustments to the water use numbers cannot be made at this time.

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
Northampton Co- Gaston 04-66-113 0.0000 0 0.0000 12 Emergency
Weldon 04-42-020 0.0660 365 0.1000 6 Regular

Weldon contract has yearly extension as long as there are no changes to the agreement. Northampton-Progressive needs to look at our instrumentation to see if there is a calibration problem. Without knowing what is wrong adjustments to the water use numbers cannot be made at this time.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1290 May 0.1290 Sep 0.1290
Feb 0.1290 Jun 0.1290 Oct 0.1290
Mar 0.1290 Jul 0.1290 Nov 0.1290
Apr 0.1290 Aug 0.1290 Dec 0.1290

How many sewer connections does this system have?   520
How many water service connections with septic systems does this system have?   100
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Weldon bills a standard rate for discharge. Current meter is broken and is being replaced. Average daily water discharge determined from information provided from Weldon 2002 LWSP.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Weldon 04-42-020 Discharging 0.1290 365 0.0000

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 1,511 1,600 1,700 1,800
Seasonal Population 0 0 0 0
 
Residential 0.1500 0.1900 0.2000 0.2100
Commercial 0.0180 0.0100 0.0100 0.0150
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0030 0.0030 0.0030
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for -0.0026 0.0030 0.0030 0.0030

Anticipate slow and gradual population increase. Northampton-Progressive's average daily water demands exceed 80% Demand as Percent of Supply. As of this time, a specific plan to address the supply deficiency has not been submitted.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0460 0.0000 0.0000 0.0000
Purchases 0.1000 0.1000 0.1000 0.1000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1460 0.1000 0.1000 0.1000
Service Area Demand 0.1654 0.2060 0.2160 0.2310
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.1654 0.2060 0.2160 0.2310
Demand as Percent of Supply 113% 206% 216% 231%

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 99 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?   

Beginning in 2003, the wells were shut down and Northampton - Progressive converted supply to solely a purchase system. Northampton-Progressive's average daily water demands exceed 80% Demand as Percent of Supply. As of this time, a specific plan to address the supply deficiency has not been submitted.

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:   

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.