Pfeiffer-North Stanly WA

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: Pfeiffer-North Stanly WA   PWSID: 01-84-025
Mailing Address:P.O. Box 370
Richfield, NC 28137		Ownership:Non-Profit
 
Contact Person:Brian BurnsideTitle:Manager
Phone:704-463-7117Cell/Mobile:704-506-0152
 
Secondary Contact:Michelle Morgan Phone:704-463-7117
Mailing Address:P.O. Box 370
Richfield, NC 28137		Cell/Mobile:704-506-0152
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 7.57 %
Cast Iron 4 0.00 %
Ductile Iron 6-12 8.63 %
Galvanized Iron 2 0.00 %
Polyvinyl Chloride 2-12 83.80 %
What are the estimated total miles of distribution system lines?   81 Miles
How many feet of distribution lines were replaced during 2022?   250 Feet
How many feet of new water mains were added during 2022?   1,485 Feet
How many meters were replaced in 2022?   150
How old are the oldest meters in this system?   60 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   8
What is this system's finished water storage capacity?   1.4300 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

Pressure issues were due to line breaks.

Programs
Does this system have a program to work or flush hydrants?   Yes, Annually
Does this system have a valve exercise program?   Yes, 2 Years or More
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?   Yes
Water Conservation
What type of rate structure is used?   Decreasing Block
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
Yadkin River (18-1)55 %
Rocky River (18-4)45 %
County(s)% of Service Population
Stanly96 %
Rowan3 %
Cabarrus1 %
What was the year-round population served in 2022?   4,199
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 1,937 0.1830 0 0.0000
Commercial 69 0.0170 0 0.0000
Industrial 43 0.1910 0 0.0000
Institutional 82 0.0520 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0024 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 0.4750 0.5690 May 0.4990 0.5870 Sep 0.5250 0.5900
Feb 0.4580 0.5630 Jun 0.5430 0.6420 Oct 0.5090 0.5520
Mar 0.4710 0.5400 Jul 0.5850 0.6270 Nov 0.5350 0.5850
Apr 0.4820 0.5230 Aug 0.5050 0.5690 Dec 0.4890 0.5590

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 Albemarle 01-84-010 0.5110 365 0.7500 2044 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   972
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2022 2030 2040 2050 2060 2070
Year-Round Population 4,199 4,325 4,541 4,768 5,006 5,256
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1830 0.1880 0.1970 0.2070 0.2180 0.2290
Commercial 0.0170 0.0180 0.0190 0.0200 0.0210 0.0220
Industrial 0.1910 0.1970 0.2070 0.2170 0.2280 0.2390
Institutional 0.0520 0.0540 0.0570 0.0590 0.0620 0.0660
System Process 0.0024 0.0024 0.0025 0.0026 0.0027 0.0028
Unaccounted-for 0.0656 0.0810 0.0820 0.0820 0.0820 0.0820
Demand v/s Percent of Supply
  2022 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 0.7500 0.7500 0.7500 0.7500 0.7500 0.7500
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.7500 0.7500 0.7500 0.7500 0.7500 0.7500
Service Area Demand 0.5110 0.5404 0.5645 0.5876 0.6137 0.6408
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) 0.5110 0.5404 0.5645 0.5876 0.6137 0.6408
Demand as Percent of Supply 68% 72% 75% 78% 82% 85%

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 44 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.    CONDUCT REGULAR AUDITS

Are there other demand management practices you will implement to reduce your future supply needs?   REPLACE SYSTEM PIPING AS BREAKS OCCUR MORE FREQUENTLY

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

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?  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.