Dare Co Regional

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: Dare Co Regional   PWSID: 04-28-030
Mailing Address:600 Mustian Street
Kill Devil Hills, NC 27948
Ownership:County
 
Contact Person:Robert WernockTitle:Dare County Regional Superintendent
Phone:252-475-5808Cell/Mobile:--
 
Secondary Contact:Jessica King Phone:252-475-5606
Mailing Address:600 Mustian Street
Kill Devil Hills, NC 27948
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-16 2.00 %
Ductile Iron 6-24 4.00 %
Polyvinyl Chloride 2-24 94.00 %
What are the estimated total miles of distribution system lines?   173 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   6,800 Feet
How many meters were replaced in 2002?   96
How old are the oldest meters in this system?   15 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?   15.3550 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, 12 Months or more
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
Water Conservation
What type of rate structure is used?   Increasing
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
Dare0 %
What was the year-round population served in 2002?   15,490
What was the seasonal population and months served in 2002? (if applicable)   150,000 ( Jun Jul Aug Sep )
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 8,690 1.4750 0 0.0000
Commercial 455 0.4050 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.)?   0.7460 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
Kill Devil Hills 04-28-015 1.1660 365 3.0000 2036 12-24 Regular
Manteo 04-28-020 0.2520 365 0.7000 12-24 Regular
Nags Head 04-28-010 1.1470 365 3.5000 2036 12-24 Regular

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 3.2580 5.2080 May 5.8280 8.1460 Sep 5.6810 7.8550
Feb 3.4680 4.6340 Jun 7.9640 9.3380 Oct 4.7810 7.4780
Mar 3.7190 5.4550 Jul 8.7700 9.9730 Nov 4.4340 7.0460
Apr 4.3770 5.7790 Aug 8.4920 9.8410 Dec 3.5860 7.1140

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
NRO Well 10 0.7170 166 0.720 0.7200 Regular
NRO Well 8 0.4730 246 0.648 0.6480 Regular
NRO Well 9 0.7450 181 0.792 0.7920 Regular
NRO Well1 0.6050 172 0.648 0.6480 Regular
NRO Well2 0.5880 133 0.648 0.6480 Regular
NRO Well3 0.4870 200 0.648 0.6480 Regular
NRO Well4 0.5500 191 0.648 0.6480 Regular
NRO Well5 0.4490 147 0.648 0.6480 Regular
NRO Well6 0.4980 110 0.648 0.6480 Regular
NRO Well7 0.5340 166 0.648 0.6480 Regular
S-1 0.3800 71 0.771 0.7710 2002 Regular
S-10 0.4180 350 0.732 0.7320 Regular
S-11 0.3110 351 0.696 0.6960 Regular
S-12 0.0400 12 0.682 0.6820 Regular
S-13 0.3730 328 0.634 0.6340 Regular
S-4 0.3750 330 0.717 0.7170 Regular
S-5 0.3340 331 0.946 0.9460 Regular
S-7 0.2790 351 0.995 0.9950 Regular
S-8 0.6760 334 0.780 0.7800 Regular
S-9 0.4520 352 0.932 0.9320 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
NRO Well 10 402 302 302 402 8 80 Yes
NRO Well 8 425 325 325 425 8 80 Yes
NRO Well 9 410 310 310 410 8 80 Yes
NRO Well1 425 325 325 425 8 80 Yes
NRO Well2 425 325 325 425 8 80 Yes
NRO Well3 425 325 325 425 8 80 Yes
NRO Well4 425 325 325 425 8 80 Yes
NRO Well5 425 325 325 425 8 80 Yes
NRO Well6 425 325 325 425 8 80 Yes
NRO Well7 425 325 325 425 8 80 Yes
S-1 236 132 132 220 8 91 Yes
S-10 250 141 141 192 8 100 Yes
S-11 223 187 187 218 8 80 Yes
S-12 244 140 140 190 8 80 Yes
S-13 225 176 176 216 8 80 Yes
S-4 250 170 170 220 8 100 Yes
S-5 235 168 168 218 8 100 Yes
S-7 250 165 165 215 8 100 Yes
S-8 250 162 162 212 8 100 Yes
S-9 200 120 120 190 8 100 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   No
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
Kill Devil Hills 04-28-015 0.0000 0 0.0000 12-24 Emergency
Nags Head 04-28-010 0.5290 51 1.5000 2036 12 Regular
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Dare Co NRO 3.0000 Yes Yes Mid Yorktown Aquifer
Skyco Water Plant 5.0000 Yes Yes Upper Yorktown Aquifer
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2002?  Yes
     If yes, was any water conservation implemented?  No
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2002?  Yes
     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?  Yes

NRO Plant Supt (Lawrence Battaile) email: [email protected], Skyco Plant Supt (Billy Brown) email: [email protected]

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.4360 May 0.7620 Sep 0.7730
Feb 0.5700 Jun 1.0060 Oct 0.6970
Mar 0.5840 Jul 1.0230 Nov 0.8530
Apr 0.5780 Aug 0.9930 Dec 0.6790

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   9,145
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
NC0035670 0.0620 0.0000 0.0430 0.0590 Unnamed Tributary Albemarle Sound (12-1)

NPDES permit NC0070157 dischrages into the Atlantic Ocean.

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 15,490 17,000 21,000 25,000
Seasonal Population 150,000 170,000 210,000 250,000
 
Residential 1.4750 4.3750 5.4040 6.4340
Commercial 0.4050 1.2010 1.4840 1.7670
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000
System Process 0.7460 2.2130 2.7330 3.2540
Unaccounted-for 0.6000 1.7410 2.1510 2.5600

Demand projections (2010-2030) based on peak usage for summer months of June, July, and August (8.409 mgd) and the seasonal population provided.

Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
4 new wells at NRO 04-28-030 Ground 2.5920 2004 Regular

As stated by Dare Co Regional, in the event that the system is producing ninety percent of its capacity on two consecutive days in the previous twelve months or if a purchase system exceeds their allocated amount of water on two consecutive days in the previous twelve month period, Dare Co Regional shall immediately begin work to expand the production system, in not less than one million gallon per day increments.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 14.5810 13.8100 13.8100 13.8100
Purchases 1.5000 1.5000 1.5000 1.5000
Future Supplies 2.5920 2.5920 2.5920
Total Available Supply (MGD) 16.0810 17.9020 17.9020 17.9020
Service Area Demand 3.2260 9.5300 11.7720 14.0150
Sales 2.5650 7.2000 7.2000 7.2000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 5.7910 16.7300 18.9720 21.2150
Demand as Percent of Supply 36% 93% 106% 119%

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 95 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?   

Demand projections (2010-2030) based on peak usage for summer months of June, July, and August (8.409 mgd) and the seasonal population provided. As stated by Dare Co Regional, in the event that the system is producing ninety percent of its capacity on two consecutive days in the previous twelve months or if a purchase system exceeds their allocated amount of water on two consecutive days in the previous twelve month period, Dare Co Regional shall immediately begin work to expand the production system, in not less than one million gallon per day increments.

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?  Additional historical materials were included with the submission of the LWSP and is available in the files.

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:   NRO has applied for a permit from the State to expand production capacity from 3MGD to 5 MGD.
Skyco completed it's anion exchange improvements in 2002 and has a 3MG reserve in the Capital Improvement Plan for 2004-05.

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.