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: |
Icard Township WC |
|
PWSID: |
01-12-060 |
Mailing Address: | PO Box 427 Hildebran, NC 28637 | Ownership: | Non-Profit |
|
Contact Person: | Jonathan Pons | Title: | Executive Director / GM |
Phone: | 828-397-6294 | Cell/Mobile: | 828-850-3750 |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
4 6 8 |
5.00 % |
Ductile Iron |
12 |
2.00 % |
Polyvinyl Chloride |
2 -12 |
93.00 % |
Programs
Icard Water maintains a meter transmitter replacement process and inventory within our billing software program and Neptune 360 meter reading software program. We are in the process of upgrading our SCADA system. Water Conservation
Icard Township Water Corporation maintains two separate connections with the City of Hickory and one connection with the Town of Valdese.
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 |
3,237 |
0.4221 |
0 |
0.0000 |
Commercial |
121 |
0.0472 |
0 |
0.0000 |
Industrial |
44 |
0.0577 |
0 |
0.0000 |
Institutional |
60 |
0.0305 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0500 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 |
Burke County |
01-12-065 |
0.1138 |
366 |
0.1000 |
2024 |
Yes |
Yes |
8 |
Regular |
Rhodhiss |
01-14-035 |
0.0182 |
366 |
0.1000 |
2024 |
Yes |
Yes |
8 |
Regular |
Icard Township Water Corporation sells water to the County of Burke and the Town of Rhodhiss.
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 |
0.7563 |
0.9910 |
May |
0.7953 |
1.0560 |
Sep |
0.9483 |
1.0240 |
Feb |
0.7096 |
0.9830 |
Jun |
1.0020 |
1.8390 |
Oct |
0.9500 |
1.0140 |
Mar |
0.6872 |
1.0830 |
Jul |
1.0230 |
1.4900 |
Nov |
0.8506 |
1.3920 |
Apr |
0.7490 |
1.0700 |
Aug |
0.9672 |
1.4840 |
Dec |
0.7667 |
1.1580 |

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 Hickory (Airport) |
01-18-010 |
0.4599 |
366 |
1.0000 |
2033 |
Yes |
Yes |
12 |
Regular |
City of Hickory (Hildebran Shelby Rd.) |
01-18-010 |
0.0673 |
366 |
1.0000 |
2033 |
Yes |
Yes |
12 |
Regular |
Valdese |
01-12-010 |
0.3320 |
366 |
0.3330 |
2024 |
Yes |
Yes |
12 |
Regular |
Icard Township Water Corporation purchases water from the City of Hickory in two locations (0.0673 MGD from the Shelby location and 0.4599 MGD from the Airport location) and from the Town of Valdese in one location (0.3320).
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 |

Icard Township Water Corporation does not have wastewater connections.
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
7,821 |
7,977 |
8,136 |
8,298 |
8,463 |
8,632 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.4221 |
0.4305 |
0.4391 |
0.4478 |
0.4567 |
0.4658 |
Commercial |
0.0472 |
0.0481 |
0.0490 |
0.0499 |
0.0508 |
0.0518 |
Industrial |
0.0577 |
0.0588 |
0.0599 |
0.0610 |
0.0622 |
0.0634 |
Institutional |
0.0305 |
0.0311 |
0.0317 |
0.0323 |
0.0329 |
0.0335 |
System Process |
0.0500 |
0.0510 |
0.0520 |
0.0530 |
0.0540 |
0.0550 |
Unaccounted-for |
0.1197 |
0.1221 |
0.1245 |
0.1269 |
0.1294 |
0.1319 |
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 |
2.3330 |
2.3330 |
2.3330 |
2.3330 |
2.3330 |
2.3330 |
Future Supplies |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Available Supply (MGD) |
2.3330 |
2.3330 |
2.3330 |
2.3330 |
2.3330 |
2.3330 |
Service Area Demand |
0.7272 |
0.7416 |
0.7562 |
0.7709 |
0.7860 |
0.8014 |
Sales |
0.1320 |
0.2138 |
0.2138 |
0.2138 |
0.2138 |
0.2138 |
Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Demand (MGD) |
0.8592 |
0.9554 |
0.9700 |
0.9847 |
0.9998 |
1.0152 |
Demand as Percent of Supply |
37% |
41% |
42% |
42% |
43% |
44% |

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 54 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? Icard Water has a prepared site for an additional water storage tank when the need arises.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? Icard Water has purchased property in preparation to build an additional pump station if needed.
How does the water system intend to implement the demand management and supply planning components above? We are always looking for and considering funding sources but currently are financially sound and self-sufficient.
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? N/A
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
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.
|