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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
Provisional
| Water System Name: |
East Arcadia, Town of |
|
PWSID: |
03-09-050 |
| Mailing Address: | 1472 East Arcadia Rd. Riegelwood, NC 28456 | Ownership: | Municipality |
| |
| Contact Person: | Leonard Hall | Title: | Contract ORC |
| Phone: | 910-655-4388 | Cell/Mobile: | 910-622-6932 |
| |
| Secondary Contact: | John Malone (NCRWA) | | Phone: | 336-780-0786 |
| Mailing Address: | , | Cell/Mobile: | 336-780-0786 |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Ductile Iron |
2-8 |
20.00 % |
| Polyvinyl Chloride |
2-8 |
80.00 % |
All meters were replaced in 2025 under a meter replacement program to include the Bulk Water Sales meters and the commercial meters to the apartment complex.
Unaccounted for water in 2025 is 58% (also 58% in 2024). There are no longer any visible / known water leaks in the system. This loss is expected to decrease once actual customer consumption, including bulk sales to Town of Sandyfield, is known for the full 2026 year. Programs
Water Conservation
The Town has an emergency use connection with Bladen County (West Bladen) water system. The System currently still charges a monthly flat fee for service. The Town working with an engineering firm to determine the proper rate structure needed once consumption-based billing begins.
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Cape Fear River (02-3) | 100 % |
|
| County(s) | % of Service Population |
| Bladen | 99 % |
| Columbus | 1 % |
|
Population is based on 236 residential connections x 2.54 people per household = 599 (rounded). Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
236 |
0.0120 |
0 |
0.0000 |
| Commercial |
2 |
0.0145 |
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.)? 0.0061 MGD
In November of 2025 the Town had completed replacement of all meters and started reading all water meters again. Use for the entire year is calculated estimate based on the median historical average residential use (~10%) and the median commercial use (~12%) between 2017 - 2021 of Total Source Water production. 2026 should be actual metered flow for each account. Some work needs to be done to reclassify some accounts prior to the next reporting year. 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 |
| Bladen Co WD (West Bladen) |
03-09-055 |
0.0000 |
0 |
0.0000 |
2028 |
Yes |
Yes |
6 |
Emergency |
| Town of Sandyfield |
70-24-024 |
0.0176 |
365 |
0.0300 |
2040 |
Yes |
Yes |
4, 4 |
Regular |
No Water Sold to Blanden County in 2025.
Bulk water meters (x2) supplying Town of Sandyfield were replaced in September of 2025.
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 |
0.1026 |
|
May |
0.1219 |
|
Sep |
0.1477 |
|
| Feb |
0.1300 |
|
Jun |
0.1280 |
|
Oct |
0.1213 |
|
| Mar |
0.1216 |
|
Jul |
0.1194 |
|
Nov |
0.0940 |
|
| Apr |
0.1260 |
|
Aug |
0.0852 |
|
Dec |
0.1400 |
|

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 |
| Well # 1 |
0.1332 |
183 |
|
0.2500 |
|
|
Regular |
| Well # 2 |
0.0000 |
0 |
|
0.1300 |
|
2012 |
Emergency |
| Well # 3 |
0.1061 |
182 |
|
0.2200 |
|
|
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 |
| Well # 1 |
160 |
140 |
0 |
20 |
8 |
127 |
Yes |
| Well # 2 |
180 |
136 |
|
20 |
8 |
145 |
Yes |
| Well # 3 |
195 |
175 |
10 |
10 |
8 |
150 |
Yes |
Well # 2 is not in service. Source water meters are not read daily and therefore cannot determine max use. 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 |
| Bladen Co WD (West Bladen) |
03-09-055 |
0.0000 |
0 |
0.0000 |
2020 |
Yes |
Yes |
6 |
Emergency |
No water purchased from Bladen County in 2025.
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 |

The Town does not operate a Wastewater Collection System. Arcadia Village apartments (2 metered connections) have their own wastewater drainfield offsite of the development.
5. Planning
Projections
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Year-Round Population |
599 |
619 |
551 |
491 |
438 |
391 |
| Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
| |
| Residential |
0.0120 |
0.0124 |
0.0110 |
0.0098 |
0.0087 |
0.0077 |
| Commercial |
0.0145 |
0.0150 |
0.0133 |
0.0118 |
0.0105 |
0.0093 |
| 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 |
0.0061 |
0.0060 |
0.0065 |
0.0070 |
0.0073 |
0.0075 |
| Unaccounted-for |
0.0695 |
0.0712 |
0.0657 |
0.0610 |
0.0565 |
0.0522 |
Projections based on an overall 1.42% annual negative growth rate. An increase in 2030 population is expected due to completion of a 21 lot future planned development.
Projected unaccounted for water is expected to be reduced due to all new consumption meters installed on residential, commercial and bulk sale meters in the system in late 2025. Demand v/s Percent of Supply
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Surface Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Ground Water Supply |
0.4700 |
0.4700 |
0.4700 |
0.4700 |
0.4700 |
0.4700 |
| 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) |
0.4700 |
0.4700 |
0.4700 |
0.4700 |
0.4700 |
0.4700 |
| Service Area Demand |
0.1021 |
0.1046 |
0.0965 |
0.0896 |
0.0830 |
0.0767 |
| Sales |
0.0176 |
0.0300 |
0.0300 |
0.0300 |
0.0300 |
0.0300 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
0.1197 |
0.1346 |
0.1265 |
0.1196 |
0.1130 |
0.1067 |
| Demand as Percent of Supply |
25% |
29% |
27% |
25% |
24% |
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 20 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
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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