WQ0041165_Application (FTSE)_20190912

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Transmittal Letter
Date: 5 September 2019
Project Name: Maggie Valley Fire Station (Snoopy Lane Relocation)
CDC Project: 21848
To: State of North Carolina
Department of Environmental Quality
Division of Water Recourses
2090 US Highway 70
Swannanoa, North Carolina 28778
Via X Mail _Overnight _Hand Delivered Pickup @ CDC Office
1
1 5 Sept 2019
Cover Letter
_......_......
1
—.........—..........................
5 Sept 2019
..... --......................... ................
Sealed 24" x 36" Plan Set
..................... ............... _
_
1
5 Sept 2019
_ ......
FTA 04-16 Fast Track Sewer Application
1 I 5 Sept 2019 FTSE 04-16 Flow Tracking Acceptance Application
...............— .....................—.............._..--...._._......._........__..—...........____..........
1 5 Sept 2019 Site Maps (USGS & Areal)
... _........ __..............._.._.............—.—._............................ .... _---_....................
1 1 5 Sept 2019 Cheek for $480 (5;14)
REMARKS:
MI,
Water Quality Regional Operations
Asheville Regional Office
ichael Cain, PE
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville,NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

September 5, 2019
State of North Carolina
Department of Environmental Quality
Division of Water Recourses
2090 US Highway 70
Swanmanoa, North Carolina 28778
RE: Maggie Valley Fire Station (Snoopy Lane Relocation)
Fast Track Sewer System Extension Permit
CDC Project No. 21848
Dear Reviewer:
Please find enclosed a fast track sewer system extension permit application package for your
review and approval. The Maggie Valley Fire Station (Snoopy Lane Relocation) will consist of
three residences. The project is located at 2925 Soco Road in Haywood County. Please find
enclosed the following items for your review and approval:
• Sealed 24" x 36" Plan Set
• FTA 04-16 Fast Track Sewer Application
• DEV 11-17 Developer's Operation Agreement
• FTSE 04-16 Flow Tracking Acceptance Application
• Site Maps (USGS & Areal)
• Check for $480
Please do not hesitate to call if you have any questions or need any additional information during
your review.
Sincerely,
Michael
Civil Design Concepts, PA
13C3M�
SEP - 9 2819
Waterp QCyu�alit Rle ��eppgryionall PBrafions
ffice
Mailing Address: P.. .. bx 5472, Asheville, NC 28813
168 Patton Avenue, Asheville, NC 28801 52 Walnut Street Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

woco4sll State of North Carolina
n, , i Department of Environmental Quality
w Division of Water Resources
ISA NCAC 02T.0300- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
'Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: no be visain el by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: Town ofMaemie Valley (company, municipality, HOA, utility, etc.)
2. Applicant type: [—]Individual ❑ Corporation ❑ Gencral Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County Z Municipal ❑ Other
3. Signature authority's name: Nathan Clark par 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 3987 Soon rd
City: Maggie Valley State: NC Zip: 28751
5. Applicant's contact information:
Phone number: S( 28) 926-0866 Email Address: nclark(dmaeeievallcyne gw
11. PROJECT INFORMATION:
1. Project muse: MAGGIE VALLEY FIRE STATION (SNOOPY LANE RELOCATION)
2. Application/Project status: Z Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of master plan, provide the existing permit number W000128
3. County where project is located: HAYWOOD
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.512°Longitude:-83.078"
5. Parcel ID (if applicable): 7685-66-8052
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: MICHAEL CAIN License Number; 047788
Firm: CIVII. DESIGN��/�' 9 U• I) \ \
Mailing address: 168PATTO PATTON A AVE
City: ASHEVILLH State: NC Zip: 28801-_ J�
Phone number; 8( 28)252-5388 Email Address: mminidicilosmoom SEP
TV. WASTEWATER TREATMENT FACILITY (WWTF)INFORMATION: operai�nns
1. Facility Name: Maggie Valley Permit Number: NCO056561 Water Quality Regional
Asheville Regional Office
Owner Name: Town of Maggie Valley
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if dlRerent than W WTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Sim: 8" inch
System Wide Collection System Permit Numbers if applicable): WQCS00122
Owner Name(s): Town of Maggie Valley
FORM: FTA 04-16 Page 1 of 5

Vl. GENERAL REQUIREMENTS
1, If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM, DEV) been attached?
❑ Yes [:]No ®N/A
3. If the Applicant is a Home/Pro a
Owners' Association has an Operational Agreement(FORM: HOA been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Retail (stores, centers, malls)
❑ Car Wash
❑ Residential Leased
❑ Retail with food preparation/service
❑ Hotel and/or Motels
❑ School / preschool / day care
❑ Medical / dental / veterinary facilities
❑ Swimming Pool /Clubhouse
❑ Food and drink facilities
❑ Church
❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories
❑ Nursing Home
❑ Other (Explain in Attachment)
5. Nature of wastewater :100°/a Domestic/Commercial _%Commercial
%Industrial See 15A NCAC 02T 0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(D? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summmizewastewatergenemtedbyprojeet:
Establishment Type (see 02T,0114(D)
Deily Design Flow •^
No. of Units
Flow
Frame, residential connections
240 gaVday
3
720 GPD
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total I
720 PD
a See 15A NCAC 02T .01l4(b) (d)(e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknownnon-residential development uses; public access facilities located near high public use areas;
and residential propertylocated south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewmar generated by projecn 720 GPD (per 15A NCAC 02T .011
➢ Do not include future flows or previously permitted allocations
If permitted flow is taro, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number: _
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
FORM: FTA 04-16 Page 2 of 5

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1, Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 130 DIP
➢ Section II & m of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
➢ OverstAng lines to meet minimum elope requirement is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) —02T.0305 & MDC (Pump Stations/Porce Mafna):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NIA
2. Approximate Coordinates (Decimal Degrees): Latitude: 35 512020° Longitude:-83.078270°
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B),
➢ Required for all pump stations with an average daily flow greater fl m or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
T® Portable power sourpUyi-th manual activation, quick-comnection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C) )NIA
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(C):
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(l)):
I. Does the project empty with all separations found in IAA NCAC 02'1' .0305ffl & (g) ® Yes []No
D I G A wrAr n9T AlAs(A rnnfn:ne.n:ni.........o..o.afire. 4,­ .&.11U........:A.Af...e...e......e......
Setback Parameter•
Setsuaftrmlleqmnsd
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer includliq& in benched trenches
18 imcbes
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source ofdrinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other steam, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and intereeptor drains
5 fee
An a"' m" cots
10 feet
Final earth redo vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains altematives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaue
D If noncompliance with 02T.0305(fl or (a), see Section X of this application
2, Does the project comply with separation requirements for wetlands? (50 fat of separation) ❑ Yes ❑ No ® N/A
➢ Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of arose effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200s ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Steams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Pennittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (addifional pemrits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related eavironmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storsawater management plans, etc.).
6. Does this project include any sewer collection lines that we deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer concocting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attaclunemwith details for each line, including type (aerial line, size, material, and location).
High priority lines shall be Inspected by the portables or Its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permbas's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for tire Permittingof Stations
and Force Mains (latest version), and the Gmvity Sewer Minimum Desiun Criteria (latest version) as applicable?
®Yes ❑ No
I£No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval ofthe reauest is required Prior to submittal ofthe Fast Track Application and supnortiva documents.
2. Professional Engineefs Certification:
this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies dial I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — in accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a free not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applican's Certification per 15A NCAC 02T .0106(b):
1, t)C'4✓i Lle' af. /l24lfi` udlP% PP
/✓ILS47P <Rr tWi''� attest that this application for
(Signature Authority's name &title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non.
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required pans of this application package are rot completed and that if
all required supporting information and attachments are not included, this application package will be rammed to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fare not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: 9 Y r
FORM: FTA 04-16 Page 5 of 5

WPoo411&5
State of North Carolina
j Department of Environmental Quality
Division of Water Resources
M 6110 of V411c1 aeSoanes Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Maggie Valley
Project Name for which flow is being requested: MAGGIE VALLEY FIRE STATION
More than oneMSL maybe required for a single project ifthe owner ofthe WWTP is not responsiblefor all pump
stations along the mute of the proposed wastewaterf(ow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: Maggie Valley
b.
WWTP Facility Permit q: NCO056561
All flows are in MGD
c.
WWTP facility's permitted flow
1.0
d.
Estimated obligated flow not yet tributary to the WWTP
.1059
e.
W WTP facility's actual avg. flow
.260
£
Total flow for this specific request
0.00072
g.
Total actual and obligated flows to the facility
.3666
It.
Percent of permitted flow used
36.66%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B) (C) B)-(B+C) (E)-(A-D)
Design
Obligated,
Pump Average Daily
Approx. Not Yet Tend Current
Station Firm Flow**
Current Avg. Tributary Flow Plus
(Name or Capacity,* (Fbm/pl),
Daily Flow, Daily Flow, Obligated Available
Number) MOD MOO
MOD MOD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pt) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page I of 6
FTSE 04-16

III. Certification Statement:
I Nathan Clark certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE 04-16

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