Middlesex

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

Provisional

Water System Name: Middlesex   PWSID: 04-64-050
Mailing Address:P.O. BOX 69
Middlesex, NC 27557		Ownership:Municipality
 
Contact Person:Luther Harvey LewisTitle:Mayor
Phone:252-235-5761Cell/Mobile:--
 
Secondary Contact:Daniel Sears Phone:984-365-9155
Mailing Address:4700 Homewood Court Suite 108
Raleigh, NC 27609		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 20.00 %
Cast Iron 6 55.00 %
Galvanized Iron 2 10.00 %
Polyvinyl Chloride 12 15.00 %
What are the estimated total miles of distribution system lines?   13 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?   16 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   5
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, Monthly
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?   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?   Yes
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
Contentnea Creek (10-2)100 %
County(s)% of Service Population
Nash100 %
What was the year-round population served in 2024?   950
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 447 0.0766 0 0.0000
Commercial 69 0.0383 0 0.0000
Industrial 2 0.0057 0 0.0000
Institutional 8 0.0041 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0005 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 0.1210 May 0.1330 Sep 0.1240
Feb 0.1360 Jun 0.1280 Oct 0.1270
Mar 0.1230 Jul 0.1250 Nov 0.1190
Apr 0.1220 Aug 0.1260 Dec 0.1140

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
Hwy 264 A #4 0.0000 0 0.1800 Regular
School House #2 0.0114 366 0.0340 Regular
Tennis Court #1 0.0609 366 0.0630 Regular
Well #5 0.0532 366 0.2880 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
Hwy 264 A #4 400 84 8 Yes
School House #2 330 100 8 Yes
Tennis Court #1 108 6 70 Yes
Well #5 406 107 8 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   Yes
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
P01 0.0630 No Yes Ground Water
P02 0.0340 No Yes Ground Water
P04 0.1800 No Yes Ground Water
P05 0.2880 No Yes Ground Water
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1320 May 0.1320 Sep 0.1320
Feb 0.1320 Jun 0.1320 Oct 0.1320
Mar 0.1320 Jul 0.1320 Nov 0.1320
Apr 0.1320 Aug 0.1320 Dec 0.1320

How many sewer connections does this system have?   511
How many water service connections with septic systems does this system have?   15
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
Raleigh 03-92-010 Discharging 0.1320 366 0.1900

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 950 953 958 962 967 972
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0766 0.0768 0.0772 0.0776 0.0780 0.0784
Commercial 0.0383 0.0384 0.0386 0.0388 0.0390 0.0392
Industrial 0.0057 0.0057 0.0057 0.0058 0.0058 0.0058
Institutional 0.0041 0.0041 0.0041 0.0042 0.0042 0.0042
System Process 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005
Unaccounted-for 0.0003 0.0000 0.0000 0.0000 0.0000 0.0000
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 0.5650 0.5650 0.5650 0.5650 0.5650 0.5650
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) 0.5650 0.5650 0.5650 0.5650 0.5650 0.5650
Service Area Demand 0.1255 0.1255 0.1261 0.1269 0.1275 0.1281
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) 0.1255 0.1255 0.1261 0.1269 0.1275 0.1281
Demand as Percent of Supply 22% 22% 22% 22% 23% 23%

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 81 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?   Tiered water rates, billing irrigation at highest tier and showerhead exchange program.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Interbasin transfers, offline quarry storage and additional conservation pool transfers in Falls Lake.

How does the water system intend to implement the demand management and supply planning components above?    Raleigh Water has evaluated the listed alternate resource options through the Integrated Master Plan and will continue to review these options in the future. With projected utility rate increases needed to maintain bond ratings and appropriate CIP funding, it is expected this pricing will continue to limit overall water demands.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, Raleigh Water is part of the Triangle Area Water Supply Partnership and has participated in this group's long range water supply planning process.

What major water supply reports or studies were used for planning?  Integrated Master Plan which was completed in November of 2023

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.