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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
Incomplete
| Water System Name: |
Nags Head |
|
PWSID: |
04-28-010 |
| Mailing Address: | P.O. Box 99 Nags Head, NC 27959 | Ownership: | Municipality |
| |
| Contact Person: | David Perry | Title: | Water Supt. |
| Phone: | 252-449-4210 | Cell/Mobile: | 252-619-5156 |
| |
| Secondary Contact: | Andy Garmen | | Phone: | 252-441-5508 |
| Mailing Address: | PO Box 99 Nags Head, NC 27959 | Cell/Mobile: | 252-619-5156 |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Asbestos Cement |
3-8 |
15.00 % |
| Cast Iron |
6-12 |
25.00 % |
| Ductile Iron |
6-14 |
20.00 % |
| Polyvinyl Chloride |
2-12 |
40.00 % |
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 |
4,545 |
1.0470 |
0 |
0.0000 |
| Commercial |
350 |
0.0820 |
0 |
0.0000 |
| Industrial |
1 |
0.0030 |
0 |
0.0000 |
| Institutional |
2 |
0.0280 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0310 MGD
Assumed residential and commercial customers grew by the same ratio as the overall Nags Head population did.
Assumed that the average water use by category increased proportionally to the growth relative 1997 LWSP.
The sales to other systems comes from their own water source. They purchase their water from a regional supply so these numbers are not indicative of the situation.
Process water is the average over entire year although its use was intermittent during the year.
After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of purchased water. 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 |
0.5290 |
51 |
1.5000 |
2036 |
|
|
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 |
0.6220 |
1.0550 |
May |
1.1130 |
1.7370 |
Sep |
1.2540 |
1.4930 |
| Feb |
0.6020 |
1.7230 |
Jun |
1.7260 |
2.1430 |
Oct |
1.0740 |
1.3540 |
| Mar |
0.7020 |
0.9960 |
Jul |
2.1450 |
2.6800 |
Nov |
0.8350 |
1.4820 |
| Apr |
0.8400 |
1.4760 |
Aug |
1.9720 |
2.3720 |
Dec |
0.5880 |
0.8060 |
After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of purchased water. 
Surface Water Sources
| Stream |
Reservoir |
Average Daily Withdrawal |
Maximum Day Withdrawal (MGD) |
Available Raw Water Supply |
Usable On-Stream Raw Water Supply Storage (MG) |
| MGD |
Days Used |
MGD |
* Qualifier |
| Fresh Pond |
Fresh Pond |
0.5290 |
51 |
0.9240 |
0.3000 |
SY50 |
97.0000 |
* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit
Surface Water Sources (continued)
| Stream |
Reservoir |
Drainage Area (sq mi) |
Metered? |
Sub-Basin |
County |
Year Offline |
Use Type |
| Fresh Pond |
Fresh Pond |
0 |
No |
Albemarle Sound (12-1) |
Dare |
|
Regular |
Fresh Pond is a fresh water pond available for peak seasonal and short-term use. 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 |
1.1470 |
365 |
3.2000 |
2036 |
|
|
24 |
Regular |
Purchase contract reduced by 0.3 MGD, the Fresh Pond water supply. After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of purchased water. Water Treatment Plants
| Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
| Nags Head |
1.5000 |
No |
Yes |
Fresh Pond |
This plant is operational seasonally to accomodate the large influx of people.
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 |
0.0000 |
| Mar |
0.0000 |
Jul |
0.0000 |
Nov |
0.0000 |
| Apr |
0.0000 |
Aug |
0.0000 |
Dec |
0.0000 |

Nags Head discharges to septic systems
5. Planning
Projections
| |
2002 |
2010 |
2020 |
2030 |
| Year-Round Population |
2,847 |
3,198 |
3,737 |
4,310 |
| Seasonal Population |
38,353 |
43,570 |
50,342 |
57,283 |
| |
| Residential |
1.0470 |
1.7680 |
2.0430 |
2.3250 |
| Commercial |
0.0820 |
0.1380 |
0.1600 |
0.1820 |
| Industrial |
0.0030 |
0.0050 |
0.0060 |
0.0070 |
| Institutional |
0.0280 |
0.0470 |
0.0550 |
0.0620 |
| System Process |
0.0310 |
0.0520 |
0.0600 |
0.0690 |
| Unaccounted-for |
-0.044 |
0.2010 |
0.2320 |
0.2640 |
Population of Nags Head is assumed to follow county growth and stay at a constant fraction of county population. Seasonal growth is assumed to follow the increase in state growth.Demand within each group was assumed not to change. Given the size of Nags Head, there is no expected change in the number of institutional or industrial water needs.
Demand v/s Percent of Supply
| |
2002 |
2010 |
2020 |
2030 |
| Surface Water Supply |
0.3000 |
0.3000 |
0.3000 |
0.3000 |
| Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Purchases |
3.2000 |
3.2000 |
3.2000 |
3.2000 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
3.5000 |
3.5000 |
3.5000 |
3.5000 |
| Service Area Demand |
1.1470 |
2.2110 |
2.5560 |
2.9090 |
| Sales |
0.0739 |
1.5000 |
1.5000 |
1.5000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
1.2209 |
3.7110 |
4.0560 |
4.4090 |
| Demand as Percent of Supply |
35% |
106% |
116% |
126% |

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 368 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?
Contract with Dare Co Regional expires in 2036 but it is assumed that it will be extended.
Demand projections (2010-2030) based on peak usage for summer months of June, July, and August (1.948 mgd) and the seasonal population provided. Nags Head's average daily water demands will exceed 80% Demand as Percent of Supply by 2010. 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 Nags Head 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? Nags Head Water Master Plan, Nags Head Annual Water Report, Nags Head Land USe Plan, Dare County Annual Report
Any updates of these documents as they are produced.
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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