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: |
Tabor City |
|
PWSID: |
04-24-015 |
Mailing Address: | P.O. Drawer 655 Tabor City, NC 28463 | Ownership: | Municipality |
|
Contact Person: | Josh Ward | Title: | Town Manager |
Phone: | 910-740-3403 | Cell/Mobile: | -- |
|
Secondary Contact: | John Malone | | Phone: | 336-780-0786 |
Mailing Address: | , | Cell/Mobile: | -- |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
6-8 |
15.00 % |
Cast Iron |
6-8 |
5.00 % |
Ductile Iron |
6-8 |
10.00 % |
Galvanized Iron |
2 |
5.00 % |
Polyvinyl Chloride |
2-12 |
65.00 % |
Programs
Visual leak detection when workers are in system. Water Conservation
Interconnected with Columbus County and Grand Strand Water Authority.
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Lumber River (09-1) | 100 % |
|
County(s) | % of Service Population |
Columbus | 100 % |
|
Population served based on NCDEQ Drinking Water Watch website. Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
1,032 |
0.0822 |
0 |
0.0000 |
Commercial |
232 |
0.0407 |
0 |
0.0000 |
Industrial |
0 |
0.0000 |
0 |
0.0000 |
Institutional |
2 |
0.0227 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0050 MGD
Industrial customers are not identified in the billing system, they are considered commercial accounts. There are two schools that are indentified as institutional. 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 |
Columbus Co WSD I |
04-24-060 |
0.2291 |
366 |
0.3000 |
2034 |
No |
Yes |
4-8 |
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 |
0.4761 |
|
May |
0.4205 |
|
Sep |
0.3761 |
|
Feb |
0.4741 |
|
Jun |
0.4604 |
|
Oct |
0.2944 |
|
Mar |
0.4301 |
|
Jul |
0.4626 |
|
Nov |
0.3559 |
|
Apr |
0.3977 |
|
Aug |
0.4304 |
|
Dec |
0.3477 |
|
Includes purchase from Grand Strand W&SA. 
Ground Water Sources
Name or Number |
Average Daily Withdrawal (MGD) |
Max Day Withdrawal (MGD) |
12-Hour Supply (MGD) |
CUA Reduction |
Year Offline |
Use Type |
MGD |
Days Used |
Well # 1 |
0.0933 |
342 |
0.123 |
0.3720 |
|
|
Regular |
Well # 2 |
0.1023 |
366 |
0.141 |
0.3670 |
|
|
Regular |
Well # 4 |
0.1030 |
365 |
0.120 |
0.3530 |
|
|
Regular |
Well # 5 -Industrial Park Road |
0.1180 |
366 |
0.104 |
0.2520 |
|
|
Regular |
Ground Water Sources (continued)
Name or Number |
Well Depth (Feet) |
Casing Depth (Feet) |
Screen Depth (Feet) |
Well Diameter (Inches) |
Pump Intake Depth (Feet) |
Metered? |
Top |
Bottom |
Well # 1 |
400 |
0 |
256 |
376 |
10 |
0 |
Yes |
Well # 2 |
345 |
0 |
0 |
0 |
10 |
0 |
Yes |
Well # 4 |
364 |
0 |
193 |
350 |
10 |
0 |
Yes |
Well # 5 -Industrial Park Road |
400 |
|
|
|
10 |
|
Yes |
Renamed well sources to match Drinking Water Watch.
Well #1 - Was 101
Well #2 - Was 102
Well #4 - Was 104
Well #5 - Was 105 - Industrial Park Road 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 |
Grand Strand WSA (262-0004) |
26-20-004 |
0.0217 |
11 |
0.1000 |
2027 |
No |
No |
10 |
Regular |
Water purchased from Grand Strand W&SA every month for one day to turn over water in supply line. Water Treatment Plants
Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
Treatment Plant Well # 1 |
0.3720 |
No |
Yes |
Groundwater |
Treatment Plant Well # 2 |
0.3670 |
No |
Yes |
Groundwater |
Treatment Plant Well # 4 |
0.3530 |
No |
Yes |
groundwater |
Treatment Plant Well #5 (P05) |
0.2550 |
No |
Yes |
groundwater |
Treatment Plants renamed for associated well. All capacities are 12 Hour Yield of the Well Source.
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.6953 |
May |
0.5530 |
Sep |
0.5836 |
Feb |
0.5941 |
Jun |
0.4729 |
Oct |
0.4586 |
Mar |
0.7460 |
Jul |
0.5806 |
Nov |
0.3817 |
Apr |
0.6392 |
Aug |
0.7036 |
Dec |
0.3740 |

Wastewater Permits
Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
NC0026000 |
WWTP |
1.1000 |
1.4000 |
0.3846 |
1.0920 |
Grissett Swamp |
Waccamaw River (09-3) |
Wastewater Interconnections
Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
MGD |
Days Used |
Grand Strand Water & Sewer Authorit |
26-20-004 |
Discharging |
0.1794 |
366 |
0.1900 |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
3,277 |
3,196 |
3,055 |
2,920 |
2,791 |
2,668 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.0822 |
0.0801 |
0.0765 |
0.0731 |
0.0698 |
0.0667 |
Commercial |
0.0407 |
0.0397 |
0.0380 |
0.0363 |
0.0346 |
0.0331 |
Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Institutional |
0.0227 |
0.0221 |
0.0211 |
0.0202 |
0.0193 |
0.0184 |
System Process |
0.0050 |
0.0050 |
0.0050 |
0.0060 |
0.0060 |
0.0070 |
Unaccounted-for |
0.0312 |
0.0304 |
0.0110 |
0.0090 |
0.0070 |
0.0050 |
Negative 0.5% annual decrease in population per 2020 Census Data (Change in population 2010-2020) 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 |
1.3440 |
1.3440 |
1.3440 |
1.3440 |
1.3440 |
1.3440 |
Purchases |
0.1000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Future Supplies |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Available Supply (MGD) |
1.4440 |
1.3440 |
1.3440 |
1.3440 |
1.3440 |
1.3440 |
Service Area Demand |
0.1818 |
0.1773 |
0.1516 |
0.1446 |
0.1367 |
0.1302 |
Sales |
0.2291 |
0.3000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Demand (MGD) |
0.4109 |
0.4773 |
0.1516 |
0.1446 |
0.1367 |
0.1302 |
Demand as Percent of Supply |
28% |
36% |
11% |
11% |
10% |
10% |

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 25 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? No Changes
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? N/A
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: 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.
|