Troutman

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: Troutman   PWSID: 01-49-030
Mailing Address:P. O. Box 26
Troutman, NC 28166		Ownership:Municipality
 
Contact Person:Austin WaughTitle:Public Works Supervisor
Phone:704-528-7600Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Cast Iron 4-8 4.00 %
Ductile Iron 6-16 30.00 %
Polyvinyl Chloride 2-16 66.00 %
What are the estimated total miles of distribution system lines?   71 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   15,247 Feet
How many meters were replaced in 2025?   132
How old are the oldest meters in this system?   25 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   89
What is this system's finished water storage capacity?   1.3000 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, Semi-Annually
Does this system have a valve exercise program?   No
Does this system have a cross-connection program?   Yes
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?   No
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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Catawba River (03-1)75 %
Yadkin River (18-1)25 %
County(s)% of Service Population
Iredell100 %
What was the year-round population served in 2025?   11,097
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 4,400 0.6010 0 0.0000
Commercial 148 0.0430 0 0.0000
Industrial 13 0.0070 0 0.0000
Institutional 5 0.0370 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0050 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 0.7640 May 0.8430 Sep 0.9170
Feb 0.7330 Jun 0.8510 Oct 0.8240
Mar 0.7390 Jul 1.1230 Nov 0.6630
Apr 0.7040 Aug 0.8810 Dec 0.6860

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
City of Statesville 01-49-010 0.2240 365 1.0000 2037 Yes Yes 10 Regular
Energy United Water Corp. 01-02-015 0.5890 365 0.3200 2036 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.5020 May 0.4610 Sep 0.4940
Feb 0.4490 Jun 0.4510 Oct 0.5510
Mar 0.3740 Jul 0.4640 Nov 0.5050
Apr 0.4290 Aug 0.5090 Dec 0.4780

How many sewer connections does this system have?   3,750
How many water service connections with septic systems does this system have?   658
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
City of Statesville 01-49-010 Discharging 0.2190 365 0.4760
Town of Mooresville 01-49-015 Discharging 0.2550 365 2.0000

The Town of Troutman is showing .2550 MGD and this is calculated off the billing the Town of Mooresville sends us. I double checked the amount, and I still got the same number. 

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 11,097 11,097 11,097 11,097 11,097 11,097
Seasonal Population 0 0 0 0 0 0
 
Residential 0.6010 0.6010 0.6010 0.6010 0.6010 0.6010
Commercial 0.0430 0.0430 0.0430 0.0430 0.0430 0.0430
Industrial 0.0070 0.0070 0.0070 0.0070 0.0070 0.0070
Institutional 0.0370 0.0370 0.0370 0.0370 0.0370 0.0370
System Process 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050
Unaccounted-for 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200

The town is currently under a moratorium due to sewer capacity.

Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 1.3200 1.5890 1.5890 1.5890 1.5890 1.5890
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.3200 1.5890 1.5890 1.5890 1.5890 1.5890
Service Area Demand 0.8130 0.8130 0.8130 0.8130 0.8130 0.8130
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) 0.8130 0.8130 0.8130 0.8130 0.8130 0.8130
Demand as Percent of Supply 62% 51% 51% 51% 51% 51%

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 54 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?   n/a

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   n/a

How does the water system intend to implement the demand management and supply planning components above?   n/a

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.