Lansing

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: Lansing   PWSID: 01-05-020
Mailing Address:P.O. BOX 266
Lansing, NC 28643
Ownership:Municipality
 
Contact Person:Sandy RotenTitle:Clerk
Phone:336-384-3938Cell/Mobile:--
 
Secondary Contact:Tim Church Phone:336-246-2165
Mailing Address:PO Box 67
Jefferson, NC 28640
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 2-6 100.00 %
What are the estimated total miles of distribution system lines?   3 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?   0
How old are the oldest meters in this system?   30 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?   0.0500 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?   No
Does this system have a valve exercise program?   No
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   No
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?   No
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

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
New River (11-1)100 %
County(s)% of Service Population
Ashe100 %
What was the year-round population served in 2024?   228
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 66 0.0072 0 0.0000
Commercial 29 0.0010 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.)?   0.0003 MGD

Due to old meters and possible undetected leaks, we think that our loss is directly related to these factors. We are currently getting bids for new meters.

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 0.0123 May 0.0118 Sep 0.0109
Feb 0.0100 Jun 0.0108 Oct 0.0148
Mar 0.0106 Jul 0.0098 Nov 0.0118
Apr 0.0113 Aug 0.0115 Dec 0.0133

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
Blackburn 0.0060 365 0.0110 Regular
G Street Well 0.0060 45 0.0180 Regular
H Street 0.0047 364 0.0140 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
Blackburn 500 100 0 0 8 450 Yes
G Street Well 700 300 8 650 Yes
H Street 605 100 0 0 8 590 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 0.0120 May 0.0120 Sep 0.0120
Feb 0.0100 Jun 0.0120 Oct 0.0120
Mar 0.0100 Jul 0.0140 Nov 0.0120
Apr 0.0110 Aug 0.0130 Dec 0.0120

How many sewer connections does this system have?   90
How many water service connections with septic systems does this system have?   5
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

The mgd values for October-December are estimated.Due to Hurricane Helen the flow meter and other components were destroyed and are being replaced.

Anew plant will be built in the near future. The WWTP will be relocated to a higher elevation to prevent future flooding.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0066028 WWTP 0.0500 0.0500 0.0119 0.0240 Big Horse Creek New River (11-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 228 247 273 298 326 357
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0072 0.0074 0.0079 0.0084 0.0090 0.0096
Commercial 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010
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 0.0003 0.0030 0.0030 0.0030 0.0030 0.0030
Unaccounted-for 0.0029 0.0043 0.0044 0.0046 0.0049 0.0051
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 0.0430 0.0430 0.0430 0.0430 0.0430 0.0430
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) 0.0430 0.0430 0.0430 0.0430 0.0430 0.0430
Service Area Demand 0.0114 0.0157 0.0163 0.0170 0.0179 0.0187
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) 0.0114 0.0157 0.0163 0.0170 0.0179 0.0187
Demand as Percent of Supply 27% 37% 38% 40% 42% 43%

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 32 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.