Robeson Co

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: Robeson Co   PWSID: 03-78-055
Mailing Address:176 Legend Road
Lumberton, NC 28358		Ownership:County
 
Contact Person:Myron NevilleTitle:Public Utilites Director
Phone:910-671-3485Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 1.00 %
Ductile Iron 4-30 1.00 %
Polyvinyl Chloride 2-12 98.00 %
What are the estimated total miles of distribution system lines?   1,773 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?   51
How old are the oldest meters in this system?   38 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?   8.7500 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, As Needed
Does this system have a valve exercise program?   Yes, As Needed
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?   Increasing 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
Lumber River (09-1)90 %
Big Shoe Heel Creek (09-2)10 %
County(s)% of Service Population
Robeson100 %
What was the year-round population served in 2024?   67,825
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 27,022 4.2270 0 0.0000
Commercial 166 6.1250 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.)?   2.2000 MGD

Water Sales
Purchaser PWSID Average
Daily Sold
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Boardman 04-24-075 0.0000 0 0.0500 Yes Yes 8 Emergency
Hoke RWS 03-47-025 0.0000 0 0.0000 No Yes 6 Emergency
Lumberton 03-78-010 0.0000 0 0.0000 Yes Yes 8 Emergency
Maxton 03-78-035 0.0330 7 0.0000 2018 No Yes 8 Emergency
Parkton 03-78-045 0.0400 4 0.0000 No Yes 6 Emergency
Pembroke Purchase system 50-78-007 0.0190 366 0.0000 No Yes 6 Regular
Red Springs 03-78-015 0.0000 0 0.0000 2018 No Yes 8 Emergency
Rowland 03-78-040 0.0000 0 0.0000 2018 No Yes 6,8 Emergency
St. Pauls 03-78-030 0.0200 366 0.0000 2018 Yes Yes 6-8 Regular

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 14.3470 16.7740 May 14.4390 16.7910 Sep 15.1890 17.4510
Feb 13.8330 16.5010 Jun 15.7880 17.9320 Oct 15.6030 17.2400
Mar 13.7180 16.0270 Jul 14.5280 16.4860 Nov 14.8080 16.9390
Apr 13.8040 16.9680 Aug 15.3740 17.6880 Dec 14.3210 16.8030

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
10 0.9090 361 0.8640 Regular
11 0.7150 365 0.6480 Regular
12 0.3390 44 0.6480 Regular
14 0.4040 353 0.5040 Regular
16 0.0000 0 0.2880 Regular
17 0.1850 336 0.2160 Regular
18 0.1230 336 0.1440 Regular
19 0.2150 336 0.2520 Regular
2 0.3420 366 0.5040 Regular
21 0.2150 336 0.2520 Regular
22 0.3910 366 0.5760 Regular
23 0.3910 366 0.5760 Regular
25 0.3260 366 0.5040 Regular
26 0.3260 366 0.5040 Regular
27B 0.3260 366 0.5040 Regular
28 0.2100 366 0.3240 Regular
29A 0.4270 362 0.3240 Regular
3 0.2690 366 0.3960 Regular
30 0.2740 366 0.4320 Regular
31 0.4400 366 0.6480 Regular
32 0.3170 366 0.4680 Regular
33 0.5180 296 0.7300 Regular
34 0.3260 366 0.5040 Regular
35 0.2110 366 0.3260 Regular
40 0.2930 366 0.4320 Regular
41 0.6520 366 1.0080 Regular
42 0.4660 366 0.7200 Regular
44 0.3730 366 0.5760 Regular
46 0.2930 366 0.4320 Regular
48 0.2810 366 0.4140 Regular
49 0.2810 366 0.4140 Regular
4A 0.3660 366 0.5400 Regular
50 0.2440 366 0.3600 Regular
51 0.1830 366 0.2700 Regular
52 0.5370 188 0.2880 Regular
53 0.3260 366 0.5040 Regular
54 0.3260 366 0.5040 Regular
55 0.2930 366 0.4320 Regular
57 0.1750 366 0.2700 Regular
58 0.2100 366 0.3240 Regular
5A 0.6820 366 1.0080 Regular
6 0.3910 366 0.5760 Regular
7 0.5110 350 0.2520 Regular
9 0.3420 366 0.5040 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
10 195 82 82 185 16 0 Yes
11 180 90 90 175 12 0 Yes
12 241 170 170 229 12 130 Yes
14 225 107 107 215 12 0 Yes
16 170 90 90 160 12 133 Yes
17 144 65 65 134 10 115 Yes
18 106 50 50 94 10 80 Yes
19 112 53 53 100 10 80 Yes
2 0 0 0 0 12 0 Yes
21 113 46 46 101 10 0 Yes
22 160 105 105 155 12 0 Yes
23 173 100 100 170 12 125 Yes
25 131 85 85 125 10 0 Yes
26 135 0 0 0 10 0 Yes
27B 103 66 66 103 10 0 Yes
28 88 37 37 75 10 0 Yes
29A 130 84 84 124 8 Yes
3 0 0 0 0 12 0 No
30 197 130 130 190 12 117 Yes
31 170 70 70 162 16 131 Yes
32 186 72 72 177 12 117 Yes
33 264 195 195 252 12 143 Yes
34 152 68 68 145 12 70 Yes
35 130 83 83 123 10 80 Yes
40 162 79 79 159 12 Yes
41 143 80 80 135 10 80 Yes
42 165 66 66 157 10 80 Yes
44 168 55 55 160 10 80 Yes
46 178 90 90 170 12 0 Yes
48 180 90 90 172 12 0 Yes
49 193 89 89 185 12 0 Yes
4A 180 82 82 172 12 0 Yes
50 180 98 98 172 12 0 Yes
51 178 110 110 170 12 0 Yes
52 200 120 120 192 10 Yes
53 149 82 82 144 12 Yes
54 148 72 72 146 12 Yes
55 186 97 97 178 12 0 Yes
57 120 69 69 115 10 Yes
58 120 62 62 116 10 Yes
5A 171 81 81 165 16 0 Yes
6 173 71 71 161 12 100 Yes
7 220 100 100 215 12 0 Yes
9 195 72 72 182 12 0 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes

Well 27 was redrilled. It is now well 27B
Well 5 was redrilled. It is now well 5A

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
Lumberton 03-78-010 0.0000 0 0.5000 2029 Yes Yes 6-12 Emergency
Maxton 03-78-035 0.0000 0 0.0000 No Yes 6-8 Emergency
Parkton 03-78-045 0.0000 0 0.0000 No Yes 6 Emergency
Red Springs 03-78-015 0.0000 0 0.5500 No Yes 6-12 Emergency
Rowland 03-78-040 0.0000 0 0.0000 No Yes 6,8 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Gaddysville WTP 1.2960 Yes Yes Well 12
I-95 WTP 2.0000 Yes Yes Well 10
Lamb Road WTF 0.2880 Yes Yes Well 52
Lumber Bridge WTP 9.0000 Yes Yes Wells 25,26,27B,28,34,35,41,42,44,53,54,57,58
Maxton WTP 12.0000 Yes Yes Well2,3,4A,5A,6,9,22,23,31,32,40,46,48,49,50,51,55
NC 20 (Rex) WTP 0.7200 Yes Yes Well 29A
Parkton WTP 0.4320 Yes Yes Well 20 (abandoned)
Pope Road WTP 0.2700 Yes Yes Well 8 (abandoned)
Raemon WTP (Midway) 0.7300 Yes Yes Well 33
Raynham WTP 0.4520 Yes Yes Well 7
Regan Road WTP 0.8280 Yes Yes Well 14
Rocco WTP 2.0000 Yes Yes Wells 17, 18, 19, and 21
Saddletree WTP 2.0000 Yes Yes Well 11
Sanchez Drive WTP 0.7200 Yes Yes Well 30
St. Pauls East WTP 0.4320 Yes Yes Well 16
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 0.2440 May 0.1530 Sep 0.1720
Feb 0.2130 Jun 0.1720 Oct 0.2700
Mar 0.1870 Jul 0.2320 Nov 0.2160
Apr 0.1560 Aug 0.1950 Dec 0.2300

How many sewer connections does this system have?   296
How many water service connections with septic systems does this system have?   26,726
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
NC0048577 WTP 0.2000 0.2000 0.1160 0.1910 Lumber River Lumber River (09-1)
NC0084204 WTP 0.2000 0.2000 0.0190 0.0240 Lumber River Lumber River (09-1)
NC0085685 WTP 0.2000 0.2000 0.0570 0.1090 Big Marsh Swamp Lumber River (09-1)
NC0086894 WTP 0.1140 0.1140 0.0040 0.0120 Watering Hole Swamp Lumber River (09-1)
NC0086991 WTP 0.1000 0.1000 0.0040 0.0130 Little Jacob Swamp Lumber River (09-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 67,825 69,075 71,525 74,025 76,525 79,025
Seasonal Population 0 0 0 0 0 0
 
Residential 4.2270 4.3050 4.4600 4.6210 4.7870 4.9590
Commercial 6.1250 6.7380 7.4110 8.1520 8.9680 9.8640
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 2.2000 2.2000 2.2000 2.2000 2.2500 2.2500
Unaccounted-for 2.0572 1.6000 1.7000 1.8000 1.9000 2.0000
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
2 additional wells 03-78-055 Ground 2.5200 2060 Regular
5 additional wells 03-78-055 Ground 2.5200 2050 Regular
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 20.9640 20.9640 20.9640 20.9640 20.9640 20.9640
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 2.5200 5.0400 5.0400
Total Available Supply (MGD) 20.9640 20.9640 20.9640 23.4840 26.0040 26.0040
Service Area Demand 14.6092 14.8430 15.7710 16.7730 17.9050 19.0730
Sales 0.0401 0.0390 0.0390 0.0390 0.0390 0.0390
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 14.6493 14.8820 15.8100 16.8120 17.9440 19.1120
Demand as Percent of Supply 70% 71% 75% 72% 69% 73%

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 62 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?   None available at this time

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Drill wells as needed

How does the water system intend to implement the demand management and supply planning components above?   Upgrade system as needed

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, Please contact Myron Neville, Public Utilities Director for further information

What major water supply reports or studies were used for planning?  2023 LWSP,

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.