Bogue Banks Water Corp

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: Bogue Banks Water Corp   PWSID: 04-16-028
Mailing Address:P.O. Box 4009
Emerald Isle, NC 28594		Ownership:Non-Profit
 
Contact Person:Seola HillTitle:Executive Director
Phone:252-354-3307Cell/Mobile:252-515-6353
 
Secondary Contact:Morgan Carroll Phone:252-354-3307
Mailing Address:PO Box 4009
Emerald Isle, NC 28594		Cell/Mobile:252-515-6353
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 2 10.00 %
Polyvinyl Chloride 3 5.00 %
Polyvinyl Chloride 6 62.00 %
Polyvinyl Chloride 8 20.00 %
Polyvinyl Chloride 12 3.00 %
What are the estimated total miles of distribution system lines?   84 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?   8 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   121
What is this system's finished water storage capacity?   1.5000 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

We do not bill any meters for sewer service. All homes/businesses are either septic or private sewer.

Programs
Does this system have a program to work or flush hydrants?   Yes, As Needed
Does this system have a valve exercise program?   Yes, Annually
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?   Yes
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
White Oak River (17-1)100 %
County(s)% of Service Population
Carteret100 %
What was the year-round population served in 2024?   4,995
What was the seasonal population and months served in 2024? (if applicable)   35,000 ( Jun Jul Aug Sep )
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 6,552 1.0520 0 0.0000
Commercial 141 0.1060 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.)?   0.2800 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
Town of Pine Knoll Shores 04-16-031 0.0000 0 0.5000 Yes No 6 Emergency

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 1.0340 1.4580 May 1.8831 2.9440 Sep 1.7860 3.3580
Feb 0.9508 1.3670 Jun 2.6197 4.1240 Oct 1.3797 2.0350
Mar 1.1178 1.7710 Jul 2.4310 3.2690 Nov 1.3832 2.0020
Apr 1.4073 1.9210 Aug 2.0675 2.6050 Dec 1.1417 1.5190

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
1 0.0000 0 0.2160 CUA0 2024 Regular
10 0.2434 171 0.7120 0.9360 CUA0 Regular
11 0.2347 161 0.6360 0.9360 CUA0 Regular
12 0.6202 175 1.3240 1.7280 CUA0 Regular
14 0.0000 0 0 0.8640 CUA0 Regular
1D 0.0000 0 0 0.3600 CUA0 Regular
2 0.1275 147 0.4740 0.4464 CUA0 Regular
3A 0.2028 255 0.5350 1.2816 CUA0 Regular
4 0.0000 0 0 0.0000 CUA0 2012 Regular
4A 0.3790 187 0.8400 0.9994 CUA0 Regular
5 0.0000 0 0 0.0000 CUA0 2012 Regular
5A 0.5738 181 1.2580 1.5826 CUA0 Regular
6 0.1062 161 0.3010 0.4464 CUA0 Regular
7 0.0000 0 0 0.0000 CUA0 2015 Regular
7A 0.2568 167 0.6520 1.2240 CUA0 Regular
8 0.3793 188 0.6870 0.5760 CUA0 Regular
9 0.1208 180 0.3750 0.4464 CUA0 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
1 283 240 283 4 110 Yes
10 293 214 288 12 100 Yes
11 218 98 208 12 91 Yes
12 246 166 209 10 156 Yes
14 227 157 207 12 Yes
1D 567 442 567 12 170 Yes
2 228 175 205 10 140 Yes
3A 245 180 240 10 160 Yes
4 180 159 179 6 110 Yes
4A 220 167 219 10 158 Yes
5 200 140 190 10 110 Yes
5A 205 155 200 10 130 Yes
6 226 192 222 10 140 Yes
7 294 244 284 10 130 Yes
7A 287 242 282 10 160 Yes
8 192 160 192 17 130 Yes
9 200 182 200 10 110 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes
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
Town of Pine Knoll Shores 04-16-031 0.0000 0 0.5000 Yes No 6 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
RO Plant 1.5000 Yes Yes Castle Hayne Aquifer
Well 10 0.9360 Yes Yes Castle Hayne Aquifer
Well 2&9 Common Header 0.8920 Yes Yes Castle Hayne Aquifer
Well 3A 1.2810 Yes Yes Castle Hayne Aquifer
Well 6&11 1.3820 Yes Yes Castle Hayne Aquifer
Well 7A 1.2240 Yes Yes Castle Hayne Aquifer
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?  No
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?  No
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 0.2530 May 0.2250 Sep 0.2330
Feb 0.2240 Jun 0.2380 Oct 0.2320
Mar 0.2340 Jul 0.2310 Nov 0.2370
Apr 0.2460 Aug 0.2320 Dec 0.2320

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   6,300
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
NC0083089 WTP 0.6000 0.4800 0.2350 0.5000 Bogue Sound White Oak River (17-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 4,995 5,100 5,200 5,300 5,400 5,500
Seasonal Population 35,000 36,000 37,000 38,000 39,000 40,000
 
Residential 1.0520 1.0600 1.0700 1.0800 1.0900 1.1000
Commercial 0.1060 0.1100 0.1200 0.1300 0.1400 0.1500
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 0.2800 0.2800 0.2800 0.2800 0.2800 0.2800
Unaccounted-for 0.1635 0.1649 0.1671 0.1694 0.1717 0.1740
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Castle Hayne Aquifer 04-16-028 Ground 0.9000 2028 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 5.7600 5.7600 5.7600 5.7600 5.7600 5.7600
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.9000 0.9000 0.9000 0.9000 0.9000
Total Available Supply (MGD) 5.7600 6.6600 6.6600 6.6600 6.6600 6.6600
Service Area Demand 1.6015 1.6149 1.6371 1.6594 1.6817 1.7040
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) 1.6015 1.6149 1.6371 1.6594 1.6817 1.7040
Demand as Percent of Supply 28% 24% 25% 25% 25% 26%

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 211 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.    

Are there other demand management practices you will implement to reduce your future supply needs?   

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

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

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:   

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.