|
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: |
Caswell Beach |
|
PWSID: |
04-10-055 |
| Mailing Address: | 1100 Caswell Beach Road Caswell Beach, NC 28465 | Ownership: | Municipality |
| |
| Contact Person: | Chuck Seenes | Title: | Public Works Supervisor |
| Phone: | 910-278-5471 | Cell/Mobile: | |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Polyvinyl Chloride |
6-8 |
100.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Cape Fear River (02-3) | 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 |
362 |
0.1020 |
0 |
0.0000 |
| Commercial |
0 |
0.0000 |
0 |
0.0000 |
| Industrial |
2 |
0.0010 |
0 |
0.0000 |
| Institutional |
3 |
0.0250 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0000 MGD
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 |
0.0800 |
0.0000 |
May |
0.1300 |
0.0000 |
Sep |
0.1450 |
0.0000 |
| Feb |
0.1020 |
0.0000 |
Jun |
0.3000 |
0.0000 |
Oct |
0.1100 |
0.0000 |
| Mar |
0.1030 |
0.0000 |
Jul |
0.2500 |
0.0000 |
Nov |
0.0900 |
0.0000 |
| Apr |
0.1500 |
0.0000 |
Aug |
0.2050 |
0.0000 |
Dec |
0.0600 |
0.0000 |
Max day use not available 
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 County |
04-10-045 |
0.1450 |
365 |
0.3000 |
|
|
|
8 |
Regular |
Open purchase contract reported. Water purchase contract with Brunswick County that expires in 2003 is assumed to be renewed and continue.
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 |
392 |
436 |
510 |
592 |
| Seasonal Population |
3,750 |
3,750 |
3,750 |
3,750 |
| |
| Residential |
0.1020 |
0.2110 |
0.2110 |
0.2110 |
| Commercial |
0.0000 |
0.0010 |
0.0010 |
0.0010 |
| Industrial |
0.0010 |
0.0020 |
0.0020 |
0.0020 |
| Institutional |
0.0250 |
0.0520 |
0.0000 |
0.0520 |
| System Process |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Unaccounted-for |
0.0170 |
0.0350 |
0.0350 |
0.0350 |
Seasonal population includes year round population and is estimated based on a 80 gpdpc max month summer demand.Average Daily Service Area Demand if for the max monthly Demand in 2002 using 80 gpdpc and estimated summer population of 3750. 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 |
0.3000 |
0.3000 |
0.3000 |
0.3000 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
0.3000 |
0.3000 |
0.3000 |
0.3000 |
| Service Area Demand |
0.1450 |
0.3010 |
0.2490 |
0.3010 |
| Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
0.1450 |
0.3010 |
0.2490 |
0.3010 |
| Demand as Percent of Supply |
48% |
100% |
83% |
100% |

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 260 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?
Caswell Beach existing contract with Brunswick County has no designated volumes of water (gallons)to be supplied. A specific amount will be discussed in the next contract renewal in 2003. 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? Yes! Caswell Beach has a five year water plan in place.
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: Various options are being explored by an engineering firm to increase water system pressure.
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.
|