Newland

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: Newland   PWSID: 01-06-020
Mailing Address:PO Box 429
Newland, NC 28657		Ownership:Municipality
 
Contact Person:Mackenzie TiptonTitle:Town Clerk
Phone:828-733-2023Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 8 70.00 %
Ductile Iron 8 20.00 %
Polyvinyl Chloride 8 10.00 %
What are the estimated total miles of distribution system lines?   15 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?   10
How old are the oldest meters in this system?   29 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?   0.3500 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.   No
Programs
Does this system have a program to work or flush hydrants?   Yes, Annually
Does this system have a valve exercise program?   Yes, As Needed
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?   Yes
Does this system have a leak detection program?   Yes

We daily monitor for leaks and we use NCRWA on an as needed basis.

Water Conservation
What type of rate structure is used?   Uniform
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

No system close enough to connect to.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Nolichucky River (05-1)100 %
County(s)% of Service Population
Avery100 %
What was the year-round population served in 2024?   999
Has this system acquired another system since last report?   No
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 135 0.0480 0 0.0000
Commercial 147 0.0420 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.)?   0.0015 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 0.1037 May 0.1100 Sep 0.0899
Feb 0.1076 Jun 0.1047 Oct 0.1073
Mar 0.1023 Jul 0.1020 Nov 0.0917
Apr 0.1027 Aug 0.1093 Dec 0.0984

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
w01 0.0245 363 0.0950 Regular
w02 0.0314 365 0.1300 Regular
w03 0.0186 365 0.0500 Regular
w04 0.0188 344 0.0360 Regular
w05 0.0181 205 0.0850 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
w01 175 50 0 0 6 0 Yes
w02 125 50 0 0 6 0 Yes
w03 600 100 0 0 6 0 Yes
w04 600 100 0 0 6 0 Yes
w05 1000 40 6 Yes
Are ground water levels monitored?   No,
Does this system have a wellhead protection program?   Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1362 May 0.0979 Sep 0.1037
Feb 0.0990 Jun 0.0563 Oct 0.0699
Mar 0.1120 Jul 0.0560 Nov 0.0693
Apr 0.0936 Aug 0.0527 Dec 0.1125

How many sewer connections does this system have?   452
How many water service connections with septic systems does this system have?   32
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
NC0021857 WWTP 0.3200 0.6000 0.0883 0.6000 North Toe River French Broad River (05-2)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 999 1,082 1,195 1,307 1,429 1,563
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0480 0.0519 0.0573 0.0626 0.0684 0.0748
Commercial 0.0420 0.0584 0.0644 0.0704 0.0769 0.0841
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 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015
Unaccounted-for 0.0105 0.0128 0.0141 0.0154 0.0168 0.0184
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 0.3960 0.3960 0.3960 0.3960 0.3960 0.3960
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) 0.3960 0.3960 0.3960 0.3960 0.3960 0.3960
Service Area Demand 0.1020 0.1246 0.1373 0.1499 0.1636 0.1788
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) 0.1020 0.1246 0.1373 0.1499 0.1636 0.1788
Demand as Percent of Supply 26% 31% 35% 38% 41% 45%

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 48 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.