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: |
Sugar Mountain |
|
PWSID: |
01-06-107 |
Mailing Address: | PO Box 240908 Charlotte, NC 28224 | Ownership: | Business |
|
Contact Person: | Harshna Patel | Title: | Water Quality Coordinator |
Phone: | 704-608-4974 | Cell/Mobile: | -- |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Ductile Iron |
8 |
93.50 % |
Ductile Iron |
6 |
6.20 % |
Ductile Iron |
16 |
0.30 % |
Programs
Water produced is compared to water billed. High or unusual customer usage is flagged when compared to usage history.
The company's water accountability program tracks pumpage, known water loss (from system processes, identified leaks, etc.) and water sold to
determine monthly unaccounted for water loss. We are performing in-house audio listening to identify and repair leaks. Water Conservation
Banner Elk's water line is approximately 3 miles away and at a substantially lower elevation, making it difficult to achieve the water pressure necessary to
serve Sugar Mountain.
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Watauga River (16-1) | 100 % |
|
County(s) | % of Service Population |
Avery | 100 % |
|
Sugar Mountain is a winter ski resort with approximately 20% of the residents living there year round. Based on the winter usage, the highest influx of customers occurs Nov/Dec to March. However, because all customers are charged at least a base charge each month of the year, it is difficult to calculate a seasonal population. Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
1,284 |
0.0702 |
0 |
0.0000 |
Commercial |
95 |
0.0357 |
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.)? 0.0220 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 |
Ski Country |
01-06-119 |
0.0000 |
0 |
|
|
Yes |
No |
4 |
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 |
0.2368 |
0.2719 |
May |
0.1850 |
0.2521 |
Sep |
0.2114 |
0.2467 |
Feb |
0.2490 |
0.3169 |
Jun |
0.2277 |
0.2682 |
Oct |
0.2293 |
0.3049 |
Mar |
0.1963 |
0.2544 |
Jul |
0.2746 |
0.3072 |
Nov |
0.2192 |
0.3583 |
Apr |
0.1650 |
0.1806 |
Aug |
0.2169 |
0.2294 |
Dec |
0.2746 |
0.6678 |

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 |
0.0089 |
365 |
0.0448 |
0.0940 |
|
|
Regular |
10 |
0.0183 |
344 |
0.0635 |
0.0860 |
|
|
Regular |
11 |
0.0075 |
301 |
0.0268 |
0.0320 |
|
|
Regular |
12 |
0.0088 |
260 |
0.0206 |
0.0240 |
|
|
Regular |
13 |
0.0097 |
353 |
0.0320 |
0.0220 |
|
|
Regular |
14 |
0.0000 |
0 |
0 |
0.0900 |
|
|
Regular |
16 |
0.0133 |
365 |
0.0547 |
0.0340 |
|
|
Regular |
17 |
0.0135 |
365 |
0.0312 |
0.0310 |
|
|
Regular |
18 |
0.0163 |
363 |
0.0354 |
0.0200 |
|
|
Regular |
19 |
0.0183 |
363 |
0.0748 |
0.0350 |
|
|
Regular |
2 |
0.0028 |
365 |
0.0189 |
0.0240 |
|
|
Regular |
20 |
0.0088 |
365 |
0.0704 |
0.0790 |
|
|
Regular |
21 |
0.0105 |
287 |
0.0275 |
0.0190 |
|
|
Regular |
22 |
0.0227 |
335 |
0.0818 |
0.0330 |
|
|
Regular |
23 |
0.0000 |
0 |
0 |
0.0290 |
|
|
Regular |
24 |
0.0000 |
0 |
0 |
0.0900 |
|
|
Regular |
3 |
0.0096 |
359 |
0.0425 |
0.0200 |
|
|
Regular |
4 |
0.0158 |
365 |
0.0608 |
0.0380 |
|
|
Regular |
5 |
0.0052 |
365 |
0.0270 |
0.0240 |
|
|
Regular |
6 |
0.0099 |
365 |
0.0531 |
0.0400 |
|
|
Regular |
7 |
0.0058 |
363 |
0.0301 |
0.0240 |
|
|
Regular |
8 |
0.0044 |
363 |
0.022704 |
0.0180 |
|
|
Regular |
9 |
0.0239 |
359 |
0.0361 |
0.0400 |
|
|
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 |
260 |
40 |
|
|
6 |
178 |
Yes |
10 |
500 |
|
|
|
6 |
483 |
Yes |
11 |
600 |
82 |
|
|
6 |
315 |
Yes |
12 |
500 |
51 |
|
|
6 |
336 |
Yes |
13 |
500 |
|
|
|
6 |
232 |
Yes |
14 |
400 |
78 |
|
|
6 |
378 |
Yes |
16 |
600 |
29 |
|
|
|
504 |
Yes |
17 |
600 |
49 |
|
|
6 |
531 |
Yes |
18 |
400 |
48 |
|
|
6 |
357 |
Yes |
19 |
600 |
|
|
|
6 |
478 |
Yes |
2 |
300 |
55 |
|
|
6 |
273 |
Yes |
20 |
600 |
|
|
|
6 |
252 |
Yes |
21 |
600 |
90 |
|
|
6 |
420 |
Yes |
22 |
600 |
60 |
|
|
6 |
420 |
Yes |
23 |
800 |
50 |
|
|
8 |
498 |
Yes |
24 |
1080 |
82 |
|
|
8 |
777 |
Yes |
3 |
215 |
60 |
|
|
6 |
197 |
Yes |
4 |
205 |
59 |
|
|
6 |
197 |
Yes |
5 |
240 |
|
|
|
6 |
147 |
Yes |
6 |
300 |
|
|
|
6 |
273 |
Yes |
7 |
320 |
41 |
|
|
6 |
315 |
Yes |
8 |
250 |
20 |
|
|
6 |
230 |
Yes |
9 |
275 |
|
|
|
6 |
236 |
Yes |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.1880 |
May |
0.1670 |
Sep |
0.1620 |
Feb |
0.2730 |
Jun |
0.1510 |
Oct |
0.1510 |
Mar |
0.1950 |
Jul |
0.1470 |
Nov |
0.2340 |
Apr |
0.1410 |
Aug |
0.1420 |
Dec |
0.3800 |

We are going to change the treatment process from chemicals to UV, add new headworks and lift station in 2023/2024. There are plans to upgrade the plant in 2028. We plan to increase the plant capacity from 0.5 MGD to 1.0 MGD when needed for system expansion. Wastewater Permits
Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
NC0022900 |
WWTP |
1.0000 |
0.5000 |
0.1940 |
1.3200 |
Flattop Creek |
Watauga River (16-1) |
5. Planning
Projections
|
2022 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
3,142 |
3,199 |
3,271 |
3,342 |
3,414 |
3,485 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.0702 |
0.0762 |
0.0779 |
0.0796 |
0.0813 |
0.0830 |
Commercial |
0.0357 |
0.0361 |
0.0369 |
0.0378 |
0.0386 |
0.0394 |
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 |
0.0220 |
0.0225 |
0.0230 |
0.0235 |
0.0240 |
0.0245 |
Unaccounted-for |
0.0960 |
0.1012 |
0.1034 |
0.1058 |
0.1080 |
0.1103 |
Demand v/s Percent of Supply
|
2022 |
2030 |
2040 |
2050 |
2060 |
2070 |
Surface Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Ground Water Supply |
0.9460 |
0.9460 |
0.9460 |
0.9460 |
0.9460 |
0.9460 |
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) |
0.9460 |
0.9460 |
0.9460 |
0.9460 |
0.9460 |
0.9460 |
Service Area Demand |
0.2239 |
0.2360 |
0.2412 |
0.2467 |
0.2519 |
0.2572 |
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) |
0.2239 |
0.2360 |
0.2412 |
0.2467 |
0.2519 |
0.2572 |
Demand as Percent of Supply |
24% |
25% |
25% |
26% |
27% |
27% |

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 22 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.
We introduced a Water Efficiency Rebate Program for Water Conservation. The installation of more water efficient home appliances and increased water conservation awareness should result in a reduction of future per capita usage.
Are there other demand management practices you will implement to reduce your future supply needs? The mountainous terrain in Sugar Mountain makes identifying leaks a challenge. Valves are regularly exercised in an effort to identify leaks and repair
mains to lower water loss. We continue to test 1% of smaller meters each year and 25% of large meters.
We currently use the AWWA Water Audit Software to perform annual water audits for the system.
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? We provide tips on how to reduce nonessential water use in our Consumer Confidence Report. Our website provides a Home Water Audit spreadsheet to help our customers calculate their water usage for various household activities and determine the areas where they can implement water conservation measures.
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.
|