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: |
Energy United Water |
|
PWSID: |
01-02-015 |
Mailing Address: | 250 Mcclain Road Hiddenite, NC 28636 | Ownership: | Non-Profit |
|
Contact Person: | Shannon Pennell | Title: | General Manager |
Phone: | 704-585-6518 | Cell/Mobile: | -- |
|
Secondary Contact: | Robin Loudermilt | | Phone: | 704-585-6518 |
Mailing Address: | 250 Mcclain Road HIddenite, NC 28636 | Cell/Mobile: | -- |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
6-12 |
5.00 % |
Ductile Iron |
6-20 |
5.00 % |
Galvanized Iron |
2 |
0.00 % |
Polyvinyl Chloride |
2-12 |
90.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
South Yadkin River (18-2) | 50 % |
Catawba River (03-1) | 50 % |
|
County(s) | % of Service Population |
Alexander | 75 % |
Iredell | 25 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
5,308 |
0.6870 |
0 |
0.0000 |
Commercial |
196 |
0.0960 |
0 |
0.0000 |
Industrial |
54 |
0.1390 |
0 |
0.0000 |
Institutional |
6 |
0.0080 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0050 MGD
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 |
Iredell Water Corp. |
01-49-025 |
0.0180 |
365 |
0.0000 |
2037 |
No |
Yes |
6 |
Regular |
Town of Taylorsville |
01-02-010 |
0.2780 |
365 |
0.5000 |
2033 |
Yes |
Yes |
12 |
Regular |
Town of Troutman |
01-49-030 |
0.6180 |
365 |
0.3200 |
2028 |
Yes |
Yes |
12 |
Regular |
West Irdell Water Corp. |
01-49-158 |
0.3310 |
365 |
0.2000 |
2026 |
No |
Yes |
8 |
Regular |
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 |
2.2060 |
|
May |
2.5600 |
|
Sep |
2.4070 |
|
Feb |
2.3100 |
|
Jun |
2.8600 |
|
Oct |
2.3400 |
|
Mar |
1.9700 |
|
Jul |
2.5610 |
|
Nov |
2.0600 |
|
Apr |
2.5510 |
|
Aug |
2.5080 |
|
Dec |
1.9650 |
|

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 |
Alexander County |
01-02-020 |
0.1660 |
365 |
0.5000 |
2026 |
Yes |
Yes |
12 |
Regular |
City of Newton |
01-18-015 |
2.1920 |
365 |
2.5000 |
2036 |
Yes |
Yes |
20 |
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 |
13,593 |
14,000 |
14,500 |
15,000 |
15,500 |
16,000 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.6870 |
0.6970 |
0.7219 |
0.7468 |
0.7717 |
0.7966 |
Commercial |
0.0960 |
0.0975 |
0.0980 |
0.0985 |
0.0990 |
0.0995 |
Industrial |
0.1390 |
0.1710 |
0.1720 |
0.1735 |
0.1745 |
0.1750 |
Institutional |
0.0080 |
0.0127 |
0.0128 |
0.0130 |
0.0131 |
0.0132 |
System Process |
0.0050 |
0.0050 |
0.0051 |
0.0051 |
0.0052 |
0.0052 |
Unaccounted-for |
0.1750 |
0.1354 |
0.1365 |
0.1385 |
0.1402 |
0.1416 |
Future Supply Sources
Source Name |
PWSID |
Source Type |
Additional Supply |
Year Online |
Year Offline |
Type |
Statesville |
01-49-010 |
Purchase |
1.0000 |
2030 |
|
Regular |
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 |
3.0000 |
3.0000 |
3.0000 |
3.0000 |
3.0000 |
3.0000 |
Future Supplies |
1.0000 |
1.0000 |
1.0000 |
1.0000 |
1.0000 |
Total Available Supply (MGD) |
3.0000 |
4.0000 |
4.0000 |
4.0000 |
4.0000 |
4.0000 |
Service Area Demand |
1.1100 |
1.1186 |
1.1463 |
1.1754 |
1.2037 |
1.2311 |
Sales |
1.2416 |
1.1360 |
1.1180 |
1.1180 |
1.1180 |
1.1180 |
Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Demand (MGD) |
2.3516 |
2.2546 |
2.2643 |
2.2934 |
2.3217 |
2.3491 |
Demand as Percent of Supply |
78% |
56% |
57% |
57% |
58% |
59% |

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 51 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.
public Education
Are there other demand management practices you will implement to reduce your future supply needs? reduce sales to wholesale systems when contracts expire
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? We are negotiating with surrounding systems for additional water
How does the water system intend to implement the demand management and supply planning components above? we are contracted with WithersRavenel to help with study of the region to acquire additional information
Additional Information
Has this system participated in regional water supply or water use planning? Yes, WithersRavenel
What major water supply reports or studies were used for planning? Water Supply plans
Billing
Regional support
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: Trying to get new contracts for additional water plants
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.
|