WQ0040112_Application_20180627

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Fast Track Application
Rec'd June 20, 2018
Polk County
WQ0040112
4�m
W 0o 0
374146
United
2807 S State Street
St Joseph, MI 49085-2454
74-8489/2724
UNITED FEDERAL CREDIT ONION
FEOlRRL CgED1T VN10N
USA
•t•yl 1-$$$-9824400
SAINT JOSEPH, MICHIGAN 49085
PAY *`* Four Hundred Eighty Dollars
and 00 Cents ***
Date
Amount
TO THE NCDEQ
06/1.4/18
$480.00
'ORDER
THIS CHECK IS VOID AFTER 90 DAYS
OF
COLUMBUS
COLUMBUS PROJECT
'. "o
SENS/gym
-

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: WQ0040112
pp (to be completed by DVJR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Braddock Way Development. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Greg Edney per 15A NCAC 02T .0106(b)
Title: Developer
4. Applicant's mailing address: 59 Fairway Falls Drive
City: Mild River State: NC Zip: 28759-
5. Applicant's contact information:
Phone number: 828) 778-1809 Email Address: gaednev(a,gmail.com
11. PROJECT INFORMATION:
1. Project name: Columbus Commercial Development
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Polk
4. Approximate Coordinates (Decimal Degrees): Latitude: 35_25° Longitude: -82_200
5. Parcel ID (if applicable): 60-108 & 60-117
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Gene Hinkle License Number: 32313
Firm: CSS, Inc.
Mailing address: 402 East I" Avenue
City: Easley State: SC Zip: 29640 -
Phone number:K4) 855-5200 Email Address: ghinklena.css-eng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Columbus Permit Number: NCO021369
Owner Name: Town of Columbus
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. PennitNumber(s):WQCS00140 Downstream (Receiving) Sewer Size: inch Received
System Wide Collection System Permit Number(s) if applicable): WQCS_
Owner Name(s): Town of Columbus JUN 2 0 2018
Land Quality Section
FORM: FTA 04-16 Ashe(b1 @ 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/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 NN/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned N Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased N Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
N Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
N Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 100 % Commercial
%Industrial (See 15A NCAC 02T.0103(20))
L ---*Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ❑ Yes N No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(fl)
Daily Design Flow' b
No. of Units
Flow
Restaurant Full Service
40 gal/seat
60
2400 D
Stores and Shopping without food service
100 gal/1000 sf
12,265 sf
1226.5 QPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,626.5 PD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T.01 14(c)�3626
design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flata, ter using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Smmmanze gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 841 SDR35
➢ Section II & ID of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
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 (TDI -1)
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(b)(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 than 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:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ 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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ❑ Yes N No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
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 H impounded reservoirs used as a source of drinking 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 stream, 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 interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305(fl or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet 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 areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? [-]Yes ❑ No N N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes N No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? N Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental 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, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per 15A NCAC 02T.0402, "high-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes N No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

402 East 1st Avenue
Easley, SC 29640
(P) — 864-855-5200
To: Asheville Regional Office WQS
2090 US Highway 70
Swannanoa, NC 28778
(P) - 828-296-4500
We are sending to you NAttached
❑Shop Drawings ❑ Prints
LETTER OF TRANSMITTAL
Date: June 16, 2018
Attention: Asheville Regional Office
RE: HWY 108 Commercial Development
Columbus, NC
j-Fast3racl-Sewer Permit
Water
❑Under separate cover via
JUN. P 2018
P
N Plans ❑ Paper Vellums ❑
n Coov of Letter n Chnnae nrder 7 nick Rlnfhor De Iictarl halnw
COPIES
DATE
NO.
DESCRIPTION
2
Fast Track Application
1
Application Fee ($480 - Check # 374146
2
Corporation Listing with the Secretary of State
2
Town of Columbus Flow Acceptance Forms
2
1 USGS Site Map
2
Aerial Site Map
THESE ARE TRANSMITTED as checked below:
NForapproval
❑For your use
[]As requested
®For review and comment
❑Approved as submitted ❑Resubmit copies for approval
❑Approved as noted ❑Submit copies for distribution
El Return for corrections ❑Return corrected prints
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS The information included in this submittal is for the permitting of 8" sewer main to
serve a commercial development on Hwy 108 in Columbus, NC. The +/- 841 If of
main with 5 manholes will serve 4 commercial use buildings.
COPY TO File
Signed: Rogan Martin, P.E.
(P) - 864-855-5200, ext. 304

ti., � biro � of 1N 3unr Resources
wQ004Q112
JUN 2 n 2018
State of North Carolina
:nt of Environmental Quality
Division of Water Resources
W jtc,r i -Wp u, 'j", ri) stions
Flow Tracking(Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: 14=Cx- IV14y k I L62E 9dNi_� !LL
Project Name for which flow is being requested: Columbus Commercial Development
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. W WTP Facility Name: '
b. W WTP Facility Permit #:
of Columbus
All flows are in MGD
c. W W TP facility's permitted flow 0.800
d. Estimated obligated flow not yet tributary to the W WTP 0
e. WWTP facility's actual avg. flow 0.170 /
f. Total flow for this specific request 0.005
g. Total actual and obligated flows to the facility Actual 0.1 - 0 Obligated
It. Percent of permitted flow used 22%
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 W WTP:
(A)
(B)
(C)
(D)=(B+C) (F)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, * (Firm / pf),
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
BP LS 0.230 0.130 0.100 0.005 0.105 0.125
* 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 Daffy 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 W WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Columbus
Downstream Permit Number: WQCS00140
Page 1 of 6

I
III. Certification Statement:
I James R Smith, Jr 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

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Limited Liability Company
Legal Name
Braddock Way Development, LLC
Information
Sosld: 1561162
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/16/2016
Fiscal Month: January
Registered Agent: Edney, Gregory
Addresses
Mailing
27 Braddock Way
Asheville, NC 28803
Reg Mailing
27 Braddock Way
Asheville, NC 28803
Principal Office
27 Braddock Way
Asheville, NC 28803
w000aonz
Reg Office
27 Braddock Way
Asheville, NC 28803

Company Officials
All LI -Cs are managed by their managers pursuant to N.C.G.S. 5713-3-20.
Managing Member
Gregory A Edney
27 Braddock Way
Asheville NC 28801