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: |
Drexel |
|
PWSID: |
01-12-045 |
Mailing Address: | PO Box 188 Drexel, NC 28619 | Ownership: | Municipality |
|
Contact Person: | Bill Carroll | Title: | Town Manager |
Phone: | 828-437-7421 | Cell/Mobile: | -- |
|
Secondary Contact: | Kristen Powell | | Phone: | 828-437-7424 |
Mailing Address: | P. O. Box 188 Drexel, NC 28619 | Cell/Mobile: | -- |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
6 |
2.00 % |
Cast Iron |
2-6 |
61.00 % |
Ductile Iron |
6-12 |
20.00 % |
Galvanized Iron |
2 |
1.00 % |
Polyvinyl Chloride |
2-8 |
16.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Catawba River (03-1) | 100 % |
|
County(s) | % of Service Population |
Burke | 100 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
1,310 |
0.1524 |
0 |
0.0000 |
Commercial |
51 |
0.0303 |
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.)? 0.0030 MGD
Regarding the high amount of unaccounted-for-water (26% of supply) -- we are actively working on raising rates to finance capital improvement projects, namely replacing all meters which will assist with capturing all flow data and more accurately billing consumption. This will assist with determining locations that have challenges with water loss. We will also be monitoring monthly data to see what months are causing the spikes (irrigation, pools etc. Also keep in mind that we have a community in our etj that uses our sewer but does not use our 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 |
Valdese |
01-12-010 |
0.0000 |
0 |
0.0000 |
|
No |
No |
|
Emergency |
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 |
0.2190 |
|
May |
0.2320 |
|
Sep |
0.2830 |
|
Feb |
0.2430 |
|
Jun |
0.2650 |
|
Oct |
0.2190 |
|
Mar |
0.2040 |
|
Jul |
0.2500 |
|
Nov |
0.3760 |
|
Apr |
0.2500 |
|
Aug |
0.2640 |
|
Dec |
0.2260 |
|

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 |
MORGANTON |
01-12-015 |
0.2520 |
366 |
0.8600 |
2030 |
Yes |
Yes |
12 |
Regular |
Drexel's purchase from Morganton was rechecked and confirmed.
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.1630 |
May |
0.1870 |
Sep |
0.1960 |
Feb |
0.3110 |
Jun |
0.2280 |
Oct |
0.1410 |
Mar |
0.2150 |
Jul |
0.1380 |
Nov |
0.2480 |
Apr |
0.2550 |
Aug |
0.1010 |
Dec |
0.1050 |

Wastewater Interconnections
Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
MGD |
Days Used |
Valdese |
01-12-010 |
Discharging |
0.1910 |
365 |
0.5000 |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
3,200 |
3,200 |
3,200 |
3,200 |
3,200 |
3,200 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.1524 |
0.1500 |
0.1500 |
0.1500 |
0.1500 |
0.1500 |
Commercial |
0.0303 |
0.0300 |
0.0300 |
0.0300 |
0.0300 |
0.0300 |
Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Institutional |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
System Process |
0.0030 |
0.0030 |
0.0030 |
0.0030 |
0.0030 |
0.0030 |
Unaccounted-for |
0.0663 |
0.0600 |
0.0600 |
0.0600 |
0.0600 |
0.0600 |
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 |
0.8600 |
0.8600 |
0.8600 |
0.8600 |
0.8600 |
0.8600 |
Future Supplies |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Available Supply (MGD) |
0.8600 |
0.8600 |
0.8600 |
0.8600 |
0.8600 |
0.8600 |
Service Area Demand |
0.2520 |
0.2430 |
0.2430 |
0.2430 |
0.2430 |
0.2430 |
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) |
0.2520 |
0.2430 |
0.2430 |
0.2430 |
0.2430 |
0.2430 |
Demand as Percent of Supply |
29% |
28% |
28% |
28% |
28% |
28% |

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.
No Changes
Are there other demand management practices you will implement to reduce your future supply needs? WE are conducting an AIA and plan to invest in capital projects to reduce supply needs through more efficient utility delivery.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? None
How does the water system intend to implement the demand management and supply planning components above? Raising rates and installing better equipment.
Additional Information
Has this system participated in regional water supply or water use planning? Yes, We partner with the WPCOG and City of Morganton on regional water issues.
What major water supply reports or studies were used for planning? NA
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: None at this time.
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.
|