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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: |
Lower Cape Fear WSA |
|
PWSID: |
04-65-999 |
| Mailing Address: | 1107 New Pointe Blvd., Suite # 17 Leland, NC 28451 | Ownership: | Authority |
| |
| Contact Person: | Tim Holloman | Title: | Executive Director |
| Phone: | 910-383-1919 | Cell/Mobile: | |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Cast Iron |
48 |
0.20 % |
| Other |
48-60 |
96.00 % |
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 |
| Bladen | 0 % |
| Brunswick | 0 % |
| Columbus | 0 % |
| New Hanover | 0 % |
| Pender | 0 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
0 |
0.0000 |
0 |
0.0000 |
| Commercial |
0 |
0.0000 |
0 |
0.0000 |
| Industrial |
2 |
2.6700 |
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
The Authority only provides raw water to its customers.
Industrial water use includes water sales to KoSa and Praxair,Inc. 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 |
| Brunswick County |
04-10-045 |
7.8900 |
365 |
24.0000 |
|
|
|
48 |
Regular |
| City of Wilmington |
04-65-010 |
3.1700 |
365 |
15.0000 |
|
|
|
48 |
Regular |
Contract for water sales to Brunswick County and City of Wilmington water systems assumed to be on-going until terminated.
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 |
12.3100 |
0.0000 |
May |
15.9100 |
0.0000 |
Sep |
13.8900 |
0.0000 |
| Feb |
10.7100 |
0.0000 |
Jun |
17.4400 |
33.5000 |
Oct |
11.8000 |
0.0000 |
| Mar |
9.7700 |
0.0000 |
Jul |
22.2000 |
0.0000 |
Nov |
11.1100 |
36.1700 |
| Apr |
12.2700 |
0.0000 |
Aug |
16.7900 |
0.0000 |
Dec |
10.2100 |
19.2600 |
Maximum day water use only available for months of June, November, and December in 2002, records are now being maintained by the Authority. 
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 |
| Cape Fear |
|
13.7300 |
365 |
0.0000 |
50.0000 |
F |
0.0000 |
* 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 |
| Cape Fear |
|
5,255 |
No |
Cape Fear River (02-3) |
Bladen |
|
Regular |
The available raw water supply is based on the LCFWASA intake pump capacity in 2002. Total supply available for all intakes near Lock and Dam No. 1 is estimated to be 100 mgd and is based on 20% of the 7Q10 low-flow. Water withdrawal at the site may be limited during low-flows due to water quality standards downstream.
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 |
0 |
0 |
0 |
0 |
| Seasonal Population |
0 |
0 |
0 |
0 |
| |
| Residential |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Commercial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Industrial |
2.6700 |
6.6500 |
6.6500 |
6.6500 |
| Institutional |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| System Process |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Unaccounted-for |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Industial raw water sales to KoSa and Praxair, Inc for future years is the contract amount. Demand v/s Percent of Supply
| |
2002 |
2010 |
2020 |
2030 |
| Surface Water Supply |
50.0000 |
50.0000 |
50.0000 |
50.0000 |
| Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Purchases |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
50.0000 |
50.0000 |
50.0000 |
50.0000 |
| Service Area Demand |
2.6700 |
6.6500 |
6.6500 |
6.6500 |
| Sales |
11.0600 |
39.0000 |
39.0000 |
39.0000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
13.7300 |
45.6500 |
45.6500 |
45.6500 |
| Demand as Percent of Supply |
27% |
91% |
91% |
91% |

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 unavailable until we receive population data for 2002 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?
Sales Contracts include raw water sales to Wilmington and Brunswick County water systems.
Service Area Demand include industrialraw water sales to KoSa, and Praxair, Inc. 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? Highway 421 Potable Water Service Studies, Water & Sewer Service Feasibility Study for Eastern Columbus County and Southeastern Bladen County, System Capacity Modeling of the Authority's facilities.
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 Cape Fear River represents the vital lifeline for the Authority’s region for its water supply and point source wastewater discharge requirements at present and for the distinct future. Located at the end of the largest and most industrialized river basin in the State generates on going concerns and issues for the region with respect to water supply, wastewater treatment, economic development, and environmental considerations. These needs and issues are summarized as follows:
(1) Decisions related to future interbasin transfers of water from the Cape Fear River Basin needs to continuously be carefully monitored, evaluated, and managed by the State. The hydrologic model needs to be updated and funding should be determined to accomplish this important task.
(2) The Division of Water Quality (DWQ) has determined that the assimilative capacity of the Cape Fear River below U.S. Lock & Nam No. 1 is at the point of exhaustion. This puts severe limitations on the region’s potentials for economic growth and development. DWQ must soon make a decision that fairly addresses pending issues on TMDL, non-point discharges, wasteload allocations, and tools such as water quality modeling to provide a means for helping to make better factual and scientific based decisions. DWQ has obtained funding to begin water quality modeling in 2003 to address TMDL for dissolved oxygen regarding the Cape Fear River below U.S. Lock & Dam No. 1. This segment of the Cape Fear River is on the 303 (d) list for TMDL’s.
(3) Due to cost and other reasons, Brunswick County and the City of Wilmington have deferred decisions and considerations for planning off-stream raw water storage facilities. While water storage facilities are not currently being seriously considered, an emergency monitoring system and response plan should be planned and considered by the Authority, Brunswick County, and the City of Wilmington. A clearer interpretation of the needs and regulations for the 5-day off-stream storage requirements by the Division of Health Services is being sought by the City of Wilmington. DWR is encouraged to assist in the process.
(4) The Authority’s five-county region also greatly depends on ground water for water supply to local governments and industry. Indications of ground water declines, aquifer drawdown, salt water intrusion, and deteriorating ground water quality is appearing in the region. Proactive management of our ground water resources must take place. The Division of Water Resources should sponsor educational programs in the region as part of a continuous awareness campaign about ground water issues geared toward elected officials and the public.
(5) Funding in the form of grants is insufficient to meet the water and sewer infrastructure needs of rural areas and small municipalities. An innovative grant program that enhances and encourages regionalism by assisting potential projects with the feasibility of interconnecting rural areas and small communities is needed.
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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