Spring Hope

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: Spring Hope   PWSID: 04-64-025
Mailing Address:PO Box 87
Spring Hope, NC 27882		Ownership:Municipality
 
Contact Person:Andrew DelonnoTitle:Town Manager
Phone:252-478-5186Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 28525		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-10 83.00 %
Polyvinyl Chloride 6-8 17.00 %
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?   14
How old are the oldest meters in this system?   33 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   12
What is this system's finished water storage capacity?   0.3000 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, Quarterly
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?   Yes

We use NCRWA as needed. Public Works looks for leaks during their routine jobs throughout town.

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
Tar River (15-1)100 %
County(s)% of Service Population
Nash100 %
What was the year-round population served in 2024?   1,312
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 748 0.0687 0 0.0000
Commercial 84 0.0086 0 0.0000
Industrial 8 0.0047 0 0.0000
Institutional 24 0.0113 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0055 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 0.0918 May 0.1197 Sep 0.1133
Feb 0.0949 Jun 0.1500 Oct 0.1092
Mar 0.0767 Jul 0.1377 Nov 0.1203
Apr 0.1134 Aug 0.1251 Dec 0.0992

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
001 (Ash St.) 0.0484 366 0.1330 Regular
002 (Montgomery St.) 0.0324 366 0.0450 Regular
004 (McLean St.) 0.0311 366 0.0300 Regular
006 (Old Spring Hope Rd.) 0.0018 321 0.0480 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
001 (Ash St.) 507 337 0 0 6 0 Yes
002 (Montgomery St.) 298 90 0 0 6 217 Yes
004 (McLean St.) 225 87 0 0 6 160 Yes
006 (Old Spring Hope Rd.) 400 143 0 0 8 319 Yes
Are ground water levels monitored?   Yes, As Needed
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 0.1294 May 0.0848 Sep 0.1963
Feb 0.0783 Jun 0.0710 Oct 0.1290
Mar 0.1339 Jul 0.1274 Nov 0.0723
Apr 0.0993 Aug 0.1342 Dec 0.0797

How many sewer connections does this system have?   748
How many water service connections with septic systems does this system have?   12
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
NC0020061 WWTP 0.4000 0.4000 0.1115 0.4000 Tar River Tar River (15-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 1,312 1,316 1,323 1,329 1,334 1,341
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0687 0.0689 0.0692 0.0695 0.0698 0.0701
Commercial 0.0086 0.0086 0.0087 0.0087 0.0087 0.0088
Industrial 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047
Institutional 0.0113 0.0113 0.0114 0.0114 0.0115 0.0115
System Process 0.0055 0.0055 0.0055 0.0055 0.0055 0.0055
Unaccounted-for 0.0147 0.0147 0.0148 0.0148 0.0149 0.0150
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 0.2560 0.2560 0.2560 0.2560 0.2560 0.2560
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) 0.2560 0.2560 0.2560 0.2560 0.2560 0.2560
Service Area Demand 0.1135 0.1137 0.1143 0.1146 0.1151 0.1156
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) 0.1135 0.1137 0.1143 0.1146 0.1151 0.1156
Demand as Percent of Supply 44% 44% 45% 45% 45% 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 52 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?  N/A

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:   N/A

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.