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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: |
Sunset Beach |
|
PWSID: |
04-10-050 |
| Mailing Address: | 700 Sunset Blvd Sunset Beach, NC 28468 | Ownership: | Municipality |
| |
| Contact Person: | John Hancock | Title: | Public Works Supt. |
| Phone: | 910-579-6297 | Cell/Mobile: | |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Asbestos Cement |
6-8 |
30.00 % |
| Polyvinyl Chloride |
2-12 |
70.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Shallotte River (09-4) | 0 % |
|
| County(s) | % of Service Population |
| Brunswick | 0 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
3,600 |
0.4600 |
0 |
0.0000 |
| Commercial |
0 |
0.0000 |
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
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.
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 |
0.3200 |
0.5700 |
May |
0.4900 |
0.7900 |
Sep |
0.7800 |
0.8700 |
| Feb |
0.2500 |
0.3300 |
Jun |
0.4800 |
0.7700 |
Oct |
0.5200 |
0.6500 |
| Mar |
0.2100 |
0.6700 |
Jul |
0.7600 |
1.6100 |
Nov |
0.4100 |
0.5300 |
| Apr |
0.2700 |
0.8100 |
Aug |
0.9400 |
1.2200 |
Dec |
0.2700 |
0.5400 |
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 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 |
| Brunswick Co |
04-10-045 |
0.5700 |
365 |
0.9400 |
|
|
|
8-12 |
Regular |
The Brunswick Co contract amount was based on the average daily use from the peak month (July 2002). 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.
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 |

5. Planning
Projections
| |
2002 |
2010 |
2020 |
2030 |
| Year-Round Population |
1,946 |
2,024 |
2,105 |
2,189 |
| Seasonal Population |
14,000 |
14,560 |
15,842 |
16,476 |
| |
| Residential |
0.4600 |
0.6940 |
0.7550 |
0.7850 |
| Commercial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| 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 |
0.1100 |
0.1660 |
0.1810 |
0.1880 |
Demand projections were based on the Average Daily Demand for peak months of July, August, and September 2002 = 0.827 mgd and the seasonal population provided. Sunset Beach's average daily water demands will exceed 80% Demand as Percent of Supply by 2010. As of this time, a specific plan to address the demand exceedance 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 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Purchases |
0.9400 |
0.9400 |
0.9400 |
0.9400 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
0.9400 |
0.9400 |
0.9400 |
0.9400 |
| Service Area Demand |
0.5700 |
0.8600 |
0.9360 |
0.9730 |
| Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
0.5700 |
0.8600 |
0.9360 |
0.9730 |
| Demand as Percent of Supply |
61% |
91% |
100% |
104% |

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 236 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 July, August, and September (0.827 mgd) and the seasonal population provided. Sunset Beach's average daily water demands will exceed 80% Demand as Percent of Supply by 2010. 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? No
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.
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