Maggie Valley SD

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: Maggie Valley SD   PWSID: 01-44-040
Mailing Address:P.O. Box 1029
Maggie Valley, NC 28751		Ownership:District
 
Contact Person:JASON P HERBERTTitle:District Manager
Phone:828-926-0145Cell/Mobile:828-734-6988
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 2.00 %
Ductile Iron 6-16 18.00 %
Polyvinyl Chloride 2- 8 80.00 %
What are the estimated total miles of distribution system lines?   112 Miles
How many feet of distribution lines were replaced during 2024?   1,200 Feet
How many feet of new water mains were added during 2024?   5,470 Feet
How many meters were replaced in 2024?   24
How old are the oldest meters in this system?   7 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?   1.5600 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

For the past 7 years MVSD has replaced all of the residential meters and currently replaced just over 70% of the commercial meters.

Programs
Does this system have a program to work or flush hydrants?   Yes, Semi-Annually
Does this system have a valve exercise program?   No, 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?   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

MVSD is interconnected with Waynesville for emergency use only.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Pigeon River (05-3)100 %
County(s)% of Service Population
Haywood100 %
What was the year-round population served in 2024?   9,629
Has this system acquired another system since last report?   No

Our system is currently working with McGuill to map out our system.

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 4,131 0.5425 0 0.0000
Commercial 361 0.2987 0 0.0000
Industrial 2 0.0458 0 0.0000
Institutional 9 0.0530 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.1147 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
Junaluska SD 01-44-035 0.0000 0 0.0000 Yes Yes 8 Emergency
Town of Waynesville 01-44-040 0.0000 0 0.0000 No Yes 8 Emergency

The inner connection is for emergency use only!

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 1.1750 1.4360 May 1.1770 1.4640 Sep 1.1430 1.3950
Feb 1.1910 1.4270 Jun 1.2830 1.4670 Oct 1.3600 1.5330
Mar 1.1150 1.3930 Jul 1.1830 1.4320 Nov 1.2710 1.4600
Apr 1.1280 1.2580 Aug 1.2290 1.3630 Dec 1.3390 1.5100

Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)		 Available Raw
Water Supply		 Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Campbell Creek 1.2290 365 1.5330 1.5000 F 0.0000
Jonathan Creek 0.0000 0 0.0000 3.0000 F 0.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)		 Metered? Sub-Basin County Year
Offline		 Use
Type
Campbell Creek 7 Yes Pigeon River (05-3) Haywood Regular
Jonathan Creek 14 Yes Pigeon River (05-3) Haywood Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, As Needed
Are you required to maintain minimum flows downstream of its intake or dam?   Yes
Does this system anticipate transferring surface water between river basins?   No
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
Waynesville 01-44-010 0.0000 0 0.5000 2020 Yes Yes 8 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Maggie Valley Water Treatment 3.0000 Yes Yes Campbell Creek/Jonathan Creek
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 0.4000 May 0.3150 Sep 0.3870
Feb 0.2760 Jun 0.2740 Oct 0.2760
Mar 0.3290 Jul 0.2850 Nov 0.2520
Apr 0.2450 Aug 0.2450 Dec 0.3070

How many sewer connections does this system have?   2,119
How many water service connections with septic systems does this system have?   1,644
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
NC0056561 WWTP 1.0000 1.0000 0.3000 2.1000 Jonathan Creek Pigeon River (05-3)
WQ0010615 CS 0.0000 0.0000 0.0000 0.0000 Jonathan Creek Pigeon River (05-3)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Waynesville 01-44-010 Discharging 0.0272 365

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 9,629 9,710 9,755 9,805 9,860 9,901
Seasonal Population 0 0 0 0 0 0
 
Residential 0.5425 0.5389 0.5414 0.5442 0.5472 0.5495
Commercial 0.2987 0.2850 0.3105 0.3225 0.3397 0.3472
Industrial 0.0458 0.0325 0.0395 0.0465 0.0510 0.0525
Institutional 0.0530 0.0525 0.0529 0.0537 0.0548 0.0562
System Process 0.1147 0.1589 0.1665 0.1715 0.2075 0.2194
Unaccounted-for 0.1709 0.2281 0.2323 0.2385 0.2409 0.2436
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 4.5000 4.5000 4.5000 4.5000 4.5000 4.5000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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) 4.5000 4.5000 4.5000 4.5000 4.5000 4.5000
Service Area Demand 1.2256 1.2959 1.3431 1.3769 1.4411 1.4684
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) 1.2256 1.2959 1.3431 1.3769 1.4411 1.4684
Demand as Percent of Supply 27% 29% 30% 31% 32% 33%

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 56 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.    With the new AMR's we are able to monitor customer leaks and respond to the customers much quicker. Also, we have been proactive in getting the commercial AMR's changed out.

Are there other demand management practices you will implement to reduce your future supply needs?   Continuing to replace older water lines in our system.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   The sanitary district has been in contact with property owners about possible well sites.

How does the water system intend to implement the demand management and supply planning components above?   We continue to update our CIP and a Board of Directors who are engaged with future planning.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, MVSD and all other water systems in Haywood County are continuing with on going meetings to look at future Source Water needs and reliability of existing interconnections.

What major water supply reports or studies were used for planning?  MVSD stream studies by Fish and Wildlife Association and McGuill Associates study of local water supplies

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:   MVSD continues to work on acquiring property to protect water shed for the MVSD. Currently the District ownes 7458 acres in the water shed. We will continue to build relaionships with property owners within the water shed to preserve the land and water.

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.