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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: |
Scotland County Water (North) |
|
PWSID: |
50-83-030 |
| Mailing Address: | P.O. Box 489 Laurinburg, NC 28353 | Ownership: | County |
| |
| Contact Person: | April Snead | Title: | County Manager |
| Phone: | 910-277-2410 | Cell/Mobile: | -- |
| |
| Secondary Contact: | John Malone (NCRWA) | | Phone: | -- |
| Mailing Address: | , NC | Cell/Mobile: | 336-780-0786 |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Cast Iron |
6-12 |
1.60 % |
| Ductile Iron |
12 |
0.20 % |
| Polyvinyl Chloride |
6-12 |
98.20 % |
Programs
Water Conservation
The system has emergency interconnects with Scotland County - Gillis Hill & City of Laurinburg.
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Big Shoe Heel Creek (09-2) | 100 % |
|
| County(s) | % of Service Population |
| Scotland | 100 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
841 |
0.3084 |
0 |
0.0000 |
| Commercial |
0 |
0.0000 |
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.)? 0.0030 MGD
Currently, the City does not track water use category for the individual County water customers. The County has a single billing class and therefore has had no need to track the usage class type. In submitting the County LWSPs, all water use was placed under the “residential” category since most of the customers are residential, but there are other water using customer classes such as commercial or institutional. All connection types are shown as residential. The fact that commercial and institutional uses are included in the residential demand results in inflating the average per capita residential demand. System process water used for maintenance and testing is estimated at 3,000 gpd.
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 |
0.2521 |
|
May |
0.3151 |
|
Sep |
0.3509 |
|
| Feb |
0.3382 |
|
Jun |
0.3883 |
|
Oct |
0.3205 |
|
| Mar |
0.3202 |
|
Jul |
0.3657 |
|
Nov |
0.3159 |
|
| Apr |
0.2833 |
|
Aug |
0.3926 |
|
Dec |
0.2966 |
|
All water is purchased. Withdrawal values are provided by the City of Laurinburg from the Laurinburg-Maxton Airport Master Meter located on Jump Road. 
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 |
| Laurinburg-Maxton Airport |
03-83-107 |
0.3329 |
366 |
0.6000 |
2025 |
Yes |
Yes |
|
Regular |
Contract renewed annually, no contract maximum, 0.600 MGD was added so that the demand was below 80% of supply through 2050. Per email from James Croke (ORC with the Laurinburg-Maxton Airport), the supplier confirms that they have excess capacity to supply the 0.600 MGD to the system.
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 |

Scotland County - North has no sanitary sewer collection system.
5. Planning
Projections
| |
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Year-Round Population |
2,136 |
2,071 |
1,958 |
1,851 |
1,751 |
1,655 |
| Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
| |
| Residential |
0.3084 |
0.2989 |
0.2826 |
0.2672 |
0.2526 |
0.2388 |
| Commercial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| 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 |
0.0030 |
0.0030 |
0.0030 |
0.0032 |
0.0035 |
0.0040 |
| Unaccounted-for |
0.0215 |
0.0208 |
0.0197 |
0.0187 |
0.0177 |
0.0168 |
Even though there was growth in the system the past year (build out), projections are based on a negative 6.2% growth rate for the Laurinburg area over the past 10 years, per 2020 Census data. If connections continue to increase, will readjust projections next year. 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 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Purchases |
0.6000 |
0.6000 |
0.6000 |
0.6000 |
0.6000 |
0.6000 |
| Future Supplies |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
0.6000 |
0.6000 |
0.6000 |
0.6000 |
0.6000 |
0.6000 |
| Service Area Demand |
0.3329 |
0.3227 |
0.3053 |
0.2891 |
0.2738 |
0.2596 |
| 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) |
0.3329 |
0.3227 |
0.3053 |
0.2891 |
0.2738 |
0.2596 |
| Demand as Percent of Supply |
55% |
54% |
51% |
48% |
46% |
43% |

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 144 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? None
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: None
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.
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