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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
Provisional
| Water System Name: |
Montgomery Co |
|
PWSID: |
03-62-010 |
| Mailing Address: | 724 Hydro Road Mount Gilead, NC 27306 | Ownership: | County |
| |
| Contact Person: | Mike Criscoe | Title: | Public Works Director |
| Phone: | 910-571-2902 | Cell/Mobile: | -- |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Asbestos Cement |
6, 16 |
3.86 % |
| Ductile Iron |
6-24 |
6.13 % |
| Galvanized Iron |
2 |
0.05 % |
| Other |
UKWN |
0.35 % |
| Polyvinyl Chloride |
2-12 |
89.61 % |
Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Yadkin River (18-1) | 86 % |
| Deep River (02-2) | 10 % |
| Lumber River (09-1) | 3 % |
| Uwharrie River (18-3) | 1 % |
|
| County(s) | % of Service Population |
| Montgomery | 100 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
6,000 |
0.0035 |
0 |
0.0000 |
| Commercial |
145 |
0.4700 |
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.)? 0.0005 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 |
| Carolina Forest |
03-62-106 |
0.0430 |
365 |
0.0500 |
2040 |
Yes |
Yes |
8 |
Regular |
| Town of Biscoe |
03-62-035 |
0.3270 |
365 |
0.9000 |
2045 |
Yes |
Yes |
16,12 |
Regular |
| Town of Candor |
03-62-030 |
0.1440 |
365 |
0.2700 |
2045 |
Yes |
Yes |
12, 8 |
Regular |
| Town of Mt Gilead |
03-62-015 |
0.1790 |
365 |
0.3300 |
2045 |
Yes |
Yes |
24,20 |
Regular |
| Town of Robbins |
03-63-015 |
0.0280 |
365 |
0.3500 |
2019 |
Yes |
Yes |
12 |
Regular |
| Town of Star |
03-62-025 |
0.0950 |
365 |
0.1300 |
2045 |
Yes |
Yes |
8, 12 |
Regular |
| Town of Troy |
03-62-020 |
0.5110 |
365 |
0.6000 |
2045 |
Yes |
Yes |
20,16 |
Regular |
| Wood Run |
03-62-107 |
0.0720 |
365 |
0.0500 |
2040 |
Yes |
Yes |
12 |
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 |
2.7700 |
3.3200 |
May |
2.9100 |
4.3900 |
Sep |
3.1100 |
3.8800 |
| Feb |
2.9800 |
3.6700 |
Jun |
2.8700 |
3.9000 |
Oct |
2.7900 |
3.4700 |
| Mar |
2.7700 |
3.3200 |
Jul |
2.9500 |
3.6400 |
Nov |
2.6500 |
3.1950 |
| Apr |
2.7900 |
3.2600 |
Aug |
3.0300 |
3.5200 |
Dec |
2.6100 |
3.1900 |

Surface Water Sources
| Stream |
Reservoir |
Average Daily Withdrawal |
Maximum Day Withdrawal (MGD) |
Available Raw Water Supply |
Usable On-Stream Raw Water Supply Storage (MG) |
| MGD |
Days Used |
MGD |
* Qualifier |
| Pee Dee River |
Lake Tillery |
0.3339 |
365 |
6.0000 |
6.0000 |
T |
6.0000 |
* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit
Surface Water Sources (continued)
| Stream |
Reservoir |
Drainage Area (sq mi) |
Metered? |
Sub-Basin |
County |
Year Offline |
Use Type |
| Pee Dee River |
Lake Tillery |
4,600 |
Yes |
Yadkin River (18-1) |
Montgomery |
|
Regular |
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 |
| Carolina Forest |
03-62-106 |
0.0430 |
365 |
0.0500 |
2040 |
Yes |
Yes |
8,1 |
Regular |
| Town of Biscoe |
03-62-035 |
0.3280 |
365 |
0.9000 |
2045 |
Yes |
Yes |
16,12 |
Regular |
| Town of Candor |
03-62-030 |
0.1440 |
365 |
0.2700 |
2045 |
Yes |
Yes |
12,8 |
Regular |
| Town of Mt.Gilead |
03-62-015 |
0.1790 |
365 |
0.3300 |
2045 |
Yes |
Yes |
24,20 |
Regular |
| Town of Robbins |
03-63-015 |
0.1700 |
365 |
0.3300 |
2019 |
Yes |
Yes |
12 |
Regular |
| Town of Star |
03-62-025 |
0.0950 |
365 |
0.1300 |
2045 |
Yes |
Yes |
8,12 |
Regular |
| Town of Troy |
03-62-020 |
0.5390 |
365 |
0.6000 |
2025 |
Yes |
Yes |
20,16 |
Regular |
| Woodrun |
03-62-107 |
0.0720 |
365 |
0.0500 |
2040 |
Yes |
Yes |
12 |
Regular |
Water Treatment Plants
| Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
| Montgomery County WTP |
6.0000 |
Yes |
Yes |
Lake Tillery |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
| Jan |
0.0367 |
May |
0.0267 |
Sep |
0.0211 |
| Feb |
0.0289 |
Jun |
0.0620 |
Oct |
0.0611 |
| Mar |
0.0386 |
Jul |
0.0592 |
Nov |
0.0263 |
| Apr |
0.0475 |
Aug |
0.0287 |
Dec |
0.0500 |

Wastewater Permits
| Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
| NC0080322 |
WTP |
0.2880 |
0.3800 |
0.0380 |
0.5290 |
Unamed Trib. to Clarks Creek |
Yadkin River (18-1) |
Wastewater Interconnections
| Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
| MGD |
Days Used |
| Town of Candor |
03-62-030 |
Discharging |
0.0250 |
365 |
0.2700 |
| Town of Troy |
03-62-020 |
Discharging |
0.0030 |
365 |
0.6000 |
5. Planning
Projections
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Year-Round Population |
25,751 |
27,039 |
28,390 |
29,809 |
31,299 |
32,863 |
| Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
| |
| Residential |
0.0035 |
0.0010 |
0.0010 |
0.0010 |
0.0010 |
0.0010 |
| Commercial |
0.4700 |
0.1520 |
0.1620 |
0.1720 |
0.1820 |
0.1920 |
| 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 |
0.0005 |
0.0342 |
0.0342 |
0.0342 |
0.0342 |
0.0342 |
| Unaccounted-for |
0.0309 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Demand v/s Percent of Supply
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Surface Water Supply |
6.0000 |
6.0000 |
6.0000 |
6.0000 |
6.0000 |
6.0000 |
| Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Purchases |
2.6600 |
2.6820 |
2.6820 |
2.6820 |
2.6820 |
2.6820 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
8.6600 |
8.6820 |
8.6820 |
8.6820 |
8.6820 |
8.6820 |
| Service Area Demand |
0.5049 |
0.1872 |
0.1972 |
0.2072 |
0.2172 |
0.2272 |
| Sales |
1.3990 |
2.7020 |
2.7020 |
2.7020 |
2.7020 |
2.7020 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
1.9039 |
2.8892 |
2.8992 |
2.9092 |
2.9192 |
2.9292 |
| Demand as Percent of Supply |
22% |
33% |
33% |
34% |
34% |
34% |

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 0 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 ability to fund our capital needs by looking for Grants and other revenue sources.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? Interconnections with other systems.
How does the water system intend to implement the demand management and supply planning components above? With the new regulations on PFAS, the treatment plant with have to undergo treatment change and permitted supply withdrawal.
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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