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: |
McDowell County (Nebo) |
|
PWSID: |
10-56-032 |
Mailing Address: | 60 East Court Street Marion, NC 28752 | Ownership: | County |
|
Contact Person: | Dewayne Riddle | Title: | Public Services Director |
Phone: | 828-652-6428 | Cell/Mobile: | 828-925-2062 |
|
Secondary Contact: | Ashley Wooten | | Phone: | 828-652-7121 |
Mailing Address: | 60 E. Court Street Marion, NC 28752 | Cell/Mobile: | 828-925-2062 |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Ductile Iron |
6-12 |
90.00 % |
Polyvinyl Chloride |
2-12 |
10.00 % |
Nebo water is a purchased system, our system relays on the City of Marion's tanks as our storage. The City has (2) Two (1) One Million gallon tanks. Programs
Nebo water reads the Master meter every day. If we see an increase of usage we begin our search for leaks within our system. Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Catawba River (03-1) | 100 % |
|
County(s) | % of Service Population |
McDowell | 100 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
374 |
0.0420 |
0 |
0.0000 |
Commercial |
20 |
0.0038 |
0 |
0.0000 |
Industrial |
2 |
0.0024 |
0 |
0.0000 |
Institutional |
4 |
0.0010 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0010 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 |
0.0565 |
|
May |
0.0707 |
|
Sep |
0.0566 |
|
Feb |
0.0484 |
|
Jun |
0.0757 |
|
Oct |
0.0784 |
|
Mar |
0.0446 |
|
Jul |
0.0752 |
|
Nov |
0.0738 |
|
Apr |
0.0511 |
|
Aug |
0.0663 |
|
Dec |
0.0671 |
|

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 |
City of Marion |
01-56-010 |
0.0640 |
366 |
0.2500 |
2027 |
Yes |
Yes |
12 |
Regular |
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
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
875 |
800 |
800 |
800 |
800 |
800 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.0420 |
0.0384 |
0.0384 |
0.0384 |
0.0384 |
0.0384 |
Commercial |
0.0038 |
0.0040 |
0.0045 |
0.0050 |
0.0052 |
0.0055 |
Industrial |
0.0024 |
0.0010 |
0.0012 |
0.0015 |
0.0016 |
0.0018 |
Institutional |
0.0010 |
0.0010 |
0.0012 |
0.0015 |
0.0015 |
0.0018 |
System Process |
0.0010 |
0.0011 |
0.0012 |
0.0013 |
0.0014 |
0.0015 |
Unaccounted-for |
0.0138 |
0.0073 |
0.0075 |
0.0077 |
0.0078 |
0.0079 |
The County is seeing a larger number of Retirement Community developments planned. The county is also working on adding more commercial property to encourage population growth. Demand v/s Percent of Supply
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Surface Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Purchases |
0.2500 |
0.2500 |
0.2500 |
0.2500 |
0.2500 |
0.2500 |
Future Supplies |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Available Supply (MGD) |
0.2500 |
0.2500 |
0.2500 |
0.2500 |
0.2500 |
0.2500 |
Service Area Demand |
0.0640 |
0.0528 |
0.0540 |
0.0554 |
0.0559 |
0.0569 |
Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Demand (MGD) |
0.0640 |
0.0528 |
0.0540 |
0.0554 |
0.0559 |
0.0569 |
Demand as Percent of Supply |
26% |
21% |
22% |
22% |
22% |
23% |

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 48 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.
We have reached out to engineering firms for proposals on looking at ways to maintain water quality. This will help with the demand and need to flush lines. We are looking at a program to upgrade our meter system to all AMI meters. This would allow us the ability to monitor on a more frequent basis.
Are there other demand management practices you will implement to reduce your future supply needs? Look at upgrading our meters to better identify any spots that many need more attention.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? The county has bought property close to the lake for a future surface treatment plant.
How does the water system intend to implement the demand management and supply planning components above? Utilize engineering firms to help create a plan along with any permitting needs. We would use other government agencies and engineering firms to identify grants and other means for funding. The county does have an account for savings to help fund a future treatment plant.
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.
|