Milton

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: Milton   PWSID: 02-17-015
Mailing Address:PO Box 85
Milton, NC 27305
Ownership:Municipality
 
Contact Person:Elizabeth LattimeTitle:Finance Officer
Phone:743-244-0917Cell/Mobile:--
 
Secondary Contact:Paul Langfield Phone:336-731-6963
Mailing Address:
,
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 2-6 30.00 %
Polyvinyl Chloride 2-6 70.00 %
What are the estimated total miles of distribution system lines?   10 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   1
How old are the oldest meters in this system?   36 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   0.0750 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included.   Yes
Programs
Does this system have a program to work or flush hydrants?   Yes, As Needed
Does this system have a valve exercise program?   No, Annually
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   Yes
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   No
Does this system have a leak detection program?   Yes

We use NCRWA for leak detection. We are flushing bi-monthly.

Water Conservation
What type of rate structure is used?   Flat/Fixed
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   0
Does this system have an interconnection with another system capable of providing water in an emergency?   No

An interconnect, if even available, is not financially feasible. The town is on the VA border and not near other towns.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Roanoke River (14-1)100 %
County(s)% of Service Population
Caswell100 %
What was the year-round population served in 2024?   150
Has this system acquired another system since last report?   No

Population number is revised inout from Town.

Water Use by Type
Type of Use Metered
Connections
Metered
Average Use (MGD)
Non-Metered
Connections
Non-Metered
Estimated Use (MGD)
Residential 98 0.0100 0 0.0000
Commercial 13 0.0014 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.)?   0.0010 MGD

Water use by type is estimated. Billing does not track different account types. Use is increasing due to some local temporary rentals and new restaurants. 10% unaccounted for water.

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 0.0134 May 0.0119 Sep 0.0159
Feb 0.0125 Jun 0.0131 Oct 0.0154
Mar 0.0101 Jul 0.0164 Nov 0.0140
Apr 0.0116 Aug 0.0146 Dec 0.0169

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
6 0.0138 366 0.1080 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
6 280 20 0 250 6 0 Yes
Are ground water levels monitored?   No,
Does this system have a wellhead protection program?   No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.0032 May 0.0037 Sep 0.0031
Feb 0.0022 Jun 0.0035 Oct 0.0029
Mar 0.0024 Jul 0.0032 Nov 0.0033
Apr 0.0022 Aug 0.0027 Dec 0.0029

How many sewer connections does this system have?   125
How many water service connections with septic systems does this system have?   0
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0087645 WWTP 0.0250 0.0500 0.0029 0.0000 Country Line Creek Roanoke River (14-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 150 162 179 196 215 235
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0100 0.0086 0.0094 0.0102 0.0111 0.0121
Commercial 0.0014 0.0007 0.0007 0.0008 0.0008 0.0009
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 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010
Unaccounted-for 0.0014 0.0012 0.0013 0.0014 0.0015 0.0016

Area is becoming a popular location for access to Hyco Lake.

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 0.1080 0.1080 0.1080 0.1080 0.1080 0.1080
Purchases 0.0000 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) 0.1080 0.1080 0.1080 0.1080 0.1080 0.1080
Service Area Demand 0.0138 0.0115 0.0124 0.0134 0.0144 0.0156
Sales 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0138 0.0115 0.0124 0.0134 0.0144 0.0156
Demand as Percent of Supply 13% 11% 11% 12% 13% 14%

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 67 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?   No Changes

How does the water system intend to implement the demand management and supply planning components above?   No Changes

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.