South Camden Water and Sewer District

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: South Camden Water and Sewer District   PWSID: 04-15-015
Mailing Address:103 Water Plant Drive
Camden, NC 27921		Ownership:County
 
Contact Person:Tommy SawyerTitle:WTP/ ORC
Phone:252-335-1216Cell/Mobile:252-331-5150
 
Secondary Contact:Tommy Sawyer Phone:252-335-1216
Mailing Address:103 Water Plant Drive
Camden, NC 27921		Cell/Mobile:252-331-5150
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 4-12 100.00 %
What are the estimated total miles of distribution system lines?   90 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   14,077 Feet
How many meters were replaced in 2002?   0
How old are the oldest meters in this system?   7 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?   1.0000 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, 7-11 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
Albemarle Sound (12-1)0 %
County(s)% of Service Population
Camden0 %
What was the year-round population served in 2002?   4,160
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 1,537 0.1500 0 0.0000
Commercial 1 0.0020 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 3 0.0040 1 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0100 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
Currituck Co 04-27-010 0.0000 0 0.0000 Emergency
South Mills 04-15-010 0.0000 0 0.0000 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 0.2300 0.3170 May 0.2300 0.2390 Sep 0.2740 0.3420
Feb 0.2040 0.2750 Jun 0.2450 0.3200 Oct 0.4520 0.5500
Mar 0.2040 0.2770 Jul 0.2400 0.3150 Nov 0.3890 0.4300
Apr 0.2280 0.3160 Aug 0.2800 0.3370 Dec 0.3590 0.5000

New RO WTP came on line the 1st of Oct 2002. Began extensive system flushing. Numbers provided are from monthly water usage reports submitted to DEH-PWS.

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
on site -deep 0.1870 46 0.197 0.1970 Regular
on site- shallow 0.1560 46 0.164 0.1640 Regular
remote site- deep 0.1870 46 0.197 0.1970 Regular
remote site-shallow 0.1560 46 0.164 0.1640 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
on site -deep 595 540 540 590 10 120 Yes
on site- shallow 125 80 80 120 10 80 Yes
remote site- deep 595 540 540 590 10 100 Yes
remote site-shallow 125 80 80 120 10 80 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes

This RO system currently has a 70% recovery rate. The average daily withdrawal for each well is approximated based on the average daily finished amount provided (On site-deep=0.131 mgd,On site-shallow=0.109 mgd, Remote-deep=0.131 mgd, Remote-shallow=0.109 mgd) adjusted by the recovery rate as being pumped on alternating days from October to 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
Elizabeth City 04-70-010 0.2800 243 0.0000 10 Emergency

Purchase contract expiration year with Elizabeth City is 2002 and is assumed to continue thereafter.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Camden Co RO 0.7200 Yes Yes Yorktown and Castle Hayne Aquifers
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2002?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2002?  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 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.1430
Mar 0.0000 Jul 0.0000 Nov 0.1390
Apr 0.0000 Aug 0.0000 Dec 0.1310

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   1,541
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

RO on-line October 2002

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0086681 0.4320 0.2160 0.0350 0.0000 Pasquotank River Albemarle Sound (12-1)

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 4,160 4,800 5,400 6,100
Seasonal Population 0 0 0 0
 
Residential 0.1500 1.1500 1.7500 2.3500
Commercial 0.0020 0.0020 0.0030 0.0030
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0040 0.0050 0.0050 0.0060
System Process 0.0100 0.0100 0.0110 0.0120
Unaccounted-for 0.1069 0.1300 0.1460 0.1650

Residential demand projections include demand from potential sales contracts with neighboring systems.

Future Water Sales
Purchaser PWSID Contract Pipe Size(s) (Inches) Use Type
MGD Year Begin Year End
Currituck Co 04-27-010 0.2000 2003 2008 12 Regular
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Camden Co WTP 04-15-015 Ground 0.7200 2004 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 0.7220 0.7220 0.7220 0.7220
Purchases 0.2800 0.2800 0.2800 0.2800
Future Supplies 0.7200 0.7200 0.7200
Total Available Supply (MGD) 1.0020 1.7220 1.7220 1.7220
Service Area Demand 0.2729 1.2970 1.9150 2.5360
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.2729 1.2970 1.9150 2.5360
Demand as Percent of Supply 27% 75% 111% 147%

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?   

South Camden WSD's average daily water demand will exceed 80% Demand as Percent of Supply by 2020. As of this time, a specific plan to address the demand exceedance has not been submitted.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes

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

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.