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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: |
Kill Devil Hills |
|
PWSID: |
04-28-015 |
| Mailing Address: | P.O. Box 1719 Kill Devil Hills, NC 27948 | Ownership: | Municipality |
| |
| Contact Person: | Alfred Burton | Title: | Water Plant Supervisor |
| Phone: | 252-480-4088 | Cell/Mobile: | 252-216-7298 |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Asbestos Cement |
3-10" |
80.00 % |
| Ductile Iron |
6-12" |
1.00 % |
| Polyvinyl Chloride |
2-10" |
19.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Albemarle Sound (12-1) | 0 % |
|
| County(s) | % of Service Population |
| Dare | 0 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
5,487 |
0.8760 |
0 |
0.0000 |
| Commercial |
273 |
0.2310 |
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.)? 0.0000 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 |
| Dare Co Regional |
04-28-030 |
0.0000 |
0 |
0.0000 |
|
|
|
12-24 |
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 |
0.7730 |
0.9260 |
May |
1.2840 |
1.9680 |
Sep |
1.2580 |
1.5930 |
| Feb |
0.7530 |
0.9230 |
Jun |
1.6820 |
1.9300 |
Oct |
1.0040 |
1.2790 |
| Mar |
0.8610 |
1.1760 |
Jul |
1.8810 |
2.3810 |
Nov |
0.8180 |
1.0200 |
| Apr |
0.9720 |
1.1710 |
Aug |
1.7910 |
2.0200 |
Dec |
0.7260 |
0.8980 |

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 |
| Dare Co Regional |
04-28-030 |
1.1660 |
365 |
3.0000 |
2036 |
|
|
12 |
Regular |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
| Jan |
0.0170 |
May |
0.0280 |
Sep |
0.0230 |
| Feb |
0.0170 |
Jun |
0.0290 |
Oct |
0.0200 |
| Mar |
0.0190 |
Jul |
0.0310 |
Nov |
0.0180 |
| Apr |
0.0210 |
Aug |
0.0250 |
Dec |
0.0210 |

Wastewater Permits
| Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
| NC0025313 |
|
0.0600 |
0.0600 |
0.0220 |
0.0310 |
Buzzard Bay |
Albemarle Sound (12-1) |
5. Planning
Projections
| |
2002 |
2010 |
2020 |
2030 |
| Year-Round Population |
6,122 |
7,265 |
8,688 |
9,856 |
| Seasonal Population |
40,907 |
57,864 |
69,198 |
69,198 |
| |
| Residential |
0.8760 |
1.9180 |
2.2940 |
2.2940 |
| Commercial |
0.2310 |
0.5060 |
0.6050 |
0.6050 |
| 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 |
0.0590 |
0.1010 |
0.1200 |
0.1200 |
According to a 1997 study conducted by the Bissell Professional Group, the Town will reach buildout by the year 2022. The seasonal population estimate currently is eight times the year round population. Growth estimates are calculated based on state population data provided and data from previous plan review.According to the Water System Master Plan conducted in 2002 by The Wooten Company Kill Devil Hills is at 73% buildout. At the current rate of development buildout will be reached in 2022. No major redevelopment exists other than smaller homes being replaced by newer upscale rental homes. Demand projections were based on the Average Daily Demand for peak months of May, June, and July 2002 (1.785 mgd) and the seasonal population. Demand v/s Percent of Supply
| |
2002 |
2010 |
2020 |
2030 |
| Surface Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Purchases |
3.0000 |
3.0000 |
3.0000 |
3.0000 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
3.0000 |
3.0000 |
3.0000 |
3.0000 |
| Service Area Demand |
1.1660 |
2.5250 |
3.0190 |
3.0190 |
| Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
1.1660 |
2.5250 |
3.0190 |
3.0190 |
| Demand as Percent of Supply |
39% |
84% |
101% |
101% |

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 143 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 were based on the Average Daily Demand for peak months of May, June, and July 2002 (1.785 mgd) and the seasonal population. As stated in the purchase contract agreement with Dare County 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 Kill Devil Hills exceeds their allocated amount of water on two consecutive days in the previous twelve month period, Dare County 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? Kill Devil Hills Land Use Plan
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.
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