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

Incomplete

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 2011?   0 Feet
How many feet of new water mains were added during 2011?   2,325 Feet
How many meters were replaced in 2011?   796
How old are the oldest meters in this system?   30 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   4
What is this system's finished water storage capacity?   3.8000 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, 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?   Yes
Water Conservation
What type of rate structure is used?   Uniform
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 2011?   3,669
What was the seasonal population and months served in 2011? (if applicable)   39,600 ( May Jun Jul Aug )
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 5,935 1.1730 0 0.0000
Commercial 166 0.1930 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

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 Yes Yes 8 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 0.6400 0.9300 May 1.8300 2.9600 Sep 1.7500 3.0000
Feb 0.5500 0.7100 Jun 2.6600 3.2000 Oct 1.2900 1.7500
Mar 0.7200 0.9600 Jul 3.0500 4.0700 Nov 0.8900 1.3100
Apr 1.2000 1.9500 Aug 2.4700 3.2900 Dec 0.6400 1.5600

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 0.0190 365 0.1080 Regular
#10 0.1900 365 0.4680 Regular
#11 0.3820 365 0.9360 Regular
#2 0.0650 365 0.2230 Regular
#3A 0.2540 365 0.6400 Regular
#4 0.0190 365 0.1440 Regular
#5A 0.0000 0 0.7910 Regular
#6 0.1450 365 0.2230 Regular
#7A 0.1180 365 0.6120 Regular
#8 0.0740 365 0.2180 Regular
#9 0.2140 365 0.2230 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
#1 283 240 283 110 Yes
#10 293 214 214 288 12 100 Yes
#11 218 98 98 208 12 80 Yes
#2 275 175 175 205 10 140 Yes
#3A 245 180 240 10 160 Yes
#4 180 159 179 6 110 Yes
#5A 259 155 200 10 130 Yes
#6 226 192 192 222 10 140 Yes
#7A 294 244 284 10 130 Yes
#8 190 163 163 190 17 130 Yes
#9 200 182 182 200 20 150 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 Yes 8 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Well 1 0.2160 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 4&8 0.8640 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 2011?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2011?  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 0.0000 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

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   6,100
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

We are building a Reverse Osmosis treatment plant in 2012. It will have a discharge line to Bogue Sound.

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 0.6000 0.4800 0.0000 Bogue Sound White Oak River (17-1)

5. Planning

Projections
  2011 2020 2030 2040 2050 2060
Year-Round Population 3,669 4,080 4,180 4,280 4,380 4,480
Seasonal Population 39,600 40,000 40,500 41,000 41,500 42,000
 
Residential 1.1730 1.1700 1.2300 1.2900 1.3600 1.4200
Commercial 0.1930 0.2000 0.2100 0.2200 0.2300 0.2400
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 0.1800 0.1900 0.2000 0.2100 0.2200
Unaccounted-for 0.1110 0.1260 0.1320 0.1390 0.1460 0.1520
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Castle Hayne Aquifer 04-16-028 Ground 1.5000 2012 Regular
Demand v/s Percent of Supply
  2011 2020 2030 2040 2050 2060
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 4.5860 4.5860 4.5860 4.5860 4.5860 4.5860
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 1.5000 1.5000 1.5000 1.5000 1.5000
Total Available Supply (MGD) 4.5860 7.2600 7.2600 7.2600 7.2600 7.2600
Service Area Demand 1.4800 1.6760 1.7620 1.8490 1.9460 2.0320
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) 1.4800 1.6760 1.7620 1.8490 1.9460 2.0320
Demand as Percent of Supply 32% 23% 24% 25% 27% 28%

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 320 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.