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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: |
Yanceyville |
|
PWSID: |
02-17-010 |
| Mailing Address: | P.O. Box 727 Yanceyville, NC 27379 | Ownership: | Municipality |
| |
| Contact Person: | Kamara Barnett | Title: | Town Manager |
| Phone: | 336-694-5431 | Cell/Mobile: | -- |
| |
| Secondary Contact: | Adam Brooks | | Phone: | 434-429-4596 |
| Mailing Address: | 1316 West Main St Yanceyville, NC 27379 | Cell/Mobile: | -- |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Cast Iron |
6-12 |
22.00 % |
| Ductile Iron |
8 |
22.00 % |
| Polyvinyl Chloride |
1-8 |
56.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Roanoke River (14-1) | 0 % |
|
| County(s) | % of Service Population |
| Caswell | 0 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
794 |
0.1280 |
0 |
0.0000 |
| Commercial |
30 |
0.0110 |
0 |
0.0000 |
| Industrial |
15 |
0.0390 |
0 |
0.0000 |
| Institutional |
12 |
0.1010 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0490 MGD
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 |
0.2860 |
0.3050 |
May |
0.3070 |
0.3790 |
Sep |
0.3000 |
0.3790 |
| Feb |
0.2870 |
0.3020 |
Jun |
0.3310 |
0.5030 |
Oct |
0.3210 |
0.4320 |
| Mar |
0.2870 |
0.3430 |
Jul |
0.3130 |
0.4250 |
Nov |
0.3130 |
0.4180 |
| Apr |
0.3040 |
0.6020 |
Aug |
0.3210 |
0.4300 |
Dec |
0.3000 |
0.3850 |
1) In April the elevated tank was briefly offline and the high service pumps ran continuously with most of the pumped water sent back to the clearwell.
2) The Average Daily Use by month does not include system process water. 
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 |
| Country Line Creek |
Country Line Creek |
0.3550 |
365 |
0.7640 |
6.3000 |
SY50 |
1,000.0000 |
| Fullers Creek |
Fullers Creek |
0.0000 |
0 |
0.0000 |
0.0000 |
C |
0.0000 |
* 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 |
| Country Line Creek |
Country Line Creek |
47 |
Yes |
Roanoke River (14-1) |
Caswell |
|
Regular |
| Fullers Creek |
Fullers Creek |
2 |
No |
Roanoke River (14-1) |
Caswell |
|
Regular |
Farmer's Lake intake flows in-pipe by gravity to the intake at Fuller's Creek Reservoir. Water Treatment Plants
| Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
| Yanceyville WTP |
1.0000 |
Yes |
Yes |
Farmer's Lake |
0.75 MG Clearwell,
0.25 MG elevated tank,
0.075 MG elevated tank
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
| Jan |
0.2930 |
May |
0.2640 |
Sep |
0.4220 |
| Feb |
0.4350 |
Jun |
0.2450 |
Oct |
0.2990 |
| Mar |
0.2820 |
Jul |
0.2400 |
Nov |
0.2800 |
| Apr |
0.4180 |
Aug |
0.2540 |
Dec |
0.3140 |

The average daily wastewater discharge combines discharge from both the WTP and WWTP, listed under NPDES permits NC0040011 and NC0007323. Wastewater Permits
| Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
| NC0007323 |
|
0.0000 |
0.0200 |
0.0680 |
0.0000 |
Fullers Creek |
Roanoke River (14-1) |
| NC0040011 |
|
0.4500 |
0.0450 |
0.2440 |
0.5250 |
Country Line Creek |
Roanoke River (14-1) |
Permit # NC0007323 is for 2 lagoons that contain WTP backwash water.
5. Planning
Projections
| |
2002 |
2010 |
2020 |
2030 |
| Year-Round Population |
2,490 |
2,917 |
3,556 |
4,335 |
| Seasonal Population |
0 |
0 |
0 |
0 |
| |
| Residential |
0.1280 |
0.1690 |
0.2060 |
0.2510 |
| Commercial |
0.0110 |
0.0150 |
0.0210 |
0.0290 |
| Industrial |
0.0390 |
0.0620 |
0.1120 |
0.2000 |
| Institutional |
0.1010 |
0.1280 |
0.1720 |
0.2320 |
| System Process |
0.0490 |
0.0740 |
0.0930 |
0.1230 |
| Unaccounted-for |
0.0270 |
0.0430 |
0.0580 |
0.0810 |
110 connections for Providence came on line in August 2002. Future connections in the Providence area are included in the population projections. Demand v/s Percent of Supply
| |
2002 |
2010 |
2020 |
2030 |
| Surface Water Supply |
6.3000 |
6.3000 |
6.3000 |
6.3000 |
| Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Purchases |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
6.3000 |
6.3000 |
6.3000 |
6.3000 |
| Service Area Demand |
0.3550 |
0.4910 |
0.6620 |
0.9160 |
| Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
0.3550 |
0.4910 |
0.6620 |
0.9160 |
| Demand as Percent of Supply |
6% |
8% |
11% |
15% |

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.
Are there other demand management practices you will implement to reduce your future supply needs?
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?
How does the water system intend to implement the demand management and supply planning components above?
Additional Information
Has this system participated in regional water supply or water use planning? Yes
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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