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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: |
Polk County Water System |
|
PWSID: |
10-75-010 |
| Mailing Address: | P.O. Box 308 Columbus, NC 28722 | Ownership: | County |
| |
| Contact Person: | Marche Pittman | Title: | County Manager |
| Phone: | 828-894-3301 | Cell/Mobile: | -- |
| |
| Secondary Contact: | Leigha Caulder | | Phone: | 864-806-9113 |
| Mailing Address: | 5 Prospect St. Inman, SC 29349 | Cell/Mobile: | -- |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Ductile Iron |
4-20 |
16.64 % |
| Polyvinyl Chloride |
2-12 |
83.36 % |
Programs
Water Conservation
The Inman-Campobello Water District (ICWD) presently has a supplementary/emergency contract with Spartanburg Water. This is a “use if you need it” contract, for up to 2 MGD. It is a 5 year contract that I expect will be renewed, but one never knows. It is set to expire in July of 2027. We obtained this additional 2 MGD to ensure Polk and ICWD would have an abundant supply at least until the WTP was constructed, but our desire is to keep it as long as the terms do not change in 2027. We have not had to use it to meet capacity, but it has been comforting to know it was there.
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Broad River (01-1) | 100 % |
|
| County(s) | % of Service Population |
| Polk | 100 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
247 |
0.0422 |
0 |
0.0000 |
| Commercial |
46 |
0.1073 |
0 |
0.0000 |
| Industrial |
0 |
0.0000 |
0 |
0.0000 |
| Institutional |
22 |
0.0176 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0214 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 |
| Inman Campobello Water District (SC) |
42-20-002 |
3.6820 |
365 |
5.5000 |
2029 |
Yes |
Yes |
20 |
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 |
3.5240 |
3.8770 |
May |
3.5690 |
3.9260 |
Sep |
4.5790 |
5.0370 |
| Feb |
4.3760 |
4.8140 |
Jun |
4.7760 |
5.2540 |
Oct |
3.7980 |
4.1780 |
| Mar |
3.4000 |
3.7400 |
Jul |
4.3010 |
4.7310 |
Nov |
4.2550 |
4.6800 |
| Apr |
3.6380 |
4.0020 |
Aug |
4.5630 |
5.0190 |
Dec |
3.7790 |
4.1570 |

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 |
| Broad River Water Authority |
01-81-035 |
4.0470 |
365 |
6.1000 |
2029 |
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
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Year-Round Population |
618 |
805 |
1,180 |
1,555 |
1,930 |
2,305 |
| Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
| |
| Residential |
0.0422 |
0.0551 |
0.0807 |
0.1064 |
0.1320 |
0.1577 |
| Commercial |
0.1073 |
0.1306 |
0.1772 |
0.2239 |
0.2705 |
0.3172 |
| Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Institutional |
0.0176 |
0.0216 |
0.0296 |
0.0376 |
0.0456 |
0.0536 |
| System Process |
0.0214 |
0.0160 |
0.0160 |
0.0160 |
0.0160 |
0.0160 |
| Unaccounted-for |
0.1765 |
0.2091 |
0.2842 |
0.3595 |
0.4346 |
0.5098 |
Future Supply Sources
| Source Name |
PWSID |
Source Type |
Additional Supply |
Year Online |
Year Offline |
Type |
| Inman-Campobello Water District |
42-20-002 |
Surface |
4.0000 |
2026 |
|
Regular |
The Inman-Campobello Water District has a 4 MGD water treatment plant that is presently under construction. Construction is expected to be complete by the summer of this year (2026). Demand v/s Percent of Supply
| |
2025 |
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 |
6.1000 |
6.1000 |
6.1000 |
6.1000 |
6.1000 |
6.1000 |
| Future Supplies |
4.0000 |
4.0000 |
4.0000 |
4.0000 |
4.0000 |
| Total Available Supply (MGD) |
6.1000 |
10.1000 |
10.1000 |
10.1000 |
10.1000 |
10.1000 |
| Service Area Demand |
0.3650 |
0.4324 |
0.5877 |
0.7434 |
0.8987 |
1.0543 |
| Sales |
3.6820 |
5.5000 |
5.5000 |
5.5000 |
5.5000 |
5.5000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
4.0470 |
5.9324 |
6.0877 |
6.2434 |
6.3987 |
6.5543 |
| Demand as Percent of Supply |
66% |
59% |
60% |
62% |
63% |
65% |

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 68 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? The Polk County Water System purchases an average of 4.047mgd from the BRWA. Of that the ICWD consumes 3.682mgd on average. Polk County water system has a contract with BRWA that will allow us to purchase 6.1mgd. BRWA will allow the ICWD to exceed the contract amount provided the capacity is available at that time. The ICWD also has a connection to Spartanburg Water System (SWS) and has a contract for 2mgd with the ability to provide more if needed. SWS has a treatment capacity of approximately 80mgd and presently sells 30mgd. This would make the entire 6.1mgd from BRWA available to Polk County water. The ICWD also has a permit allowing us to withdraw 8mgd from the North Pacolet River. The ICWD has begun construction of the treatment plant of the North Pacolet River. We are building a 4mgd at this time and will add the other 4mgd when it is needed. We expect construction to be complete before the end of 2026.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? Polk County purchased Lake Adger in 2009 for the purpose of having future water supply. If the county were ever to need a water supply other than the BRWA and he ICWD, Lake Adger will be available.
How does the water system intend to implement the demand management and supply planning components above? No
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.
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