WQ0039719_Application_20180102

�111T �
BROOKS
E NGI N E E R ING ASSOCIATES
17Adington Street / Asheville NC 280 / www.Erooksea.com / 828.232.4700
Letter of Transmittal
[AECEIVED
DIVIS'Orl of Wafer Resources
DEC 2 2 2017
Water Quality Regional Operattons
Asheville P,cgianal Office
To:
From:
Date:
NCDEQ — Asheville Regional Office
John Kinnaird
December 12, 2017
Water Quality Section
12-12-17
1
2090 US Highway 70
Swannanoa, NC 28778
cc: (need telephone no. if Fedex, no P.O. Box)
need telephone no. if Fedex, no P.O. Box
USGS Map
Project Name
Wed efield Apartments
Sewer Plan Sheet
Project No:
443016
MSD Buncombe County Allocation
❑ Mail ® Deliver
❑ Overnight* ❑ Other
*must use street address & include phone number
)ocument Description:
Date:
Copies:
ICDEQ Fast Track Application
12-12-17
2
Application Fee
12-12-17
1
Flow Tracking Form
12-12-17
1
USGS Map
12-12-17
1
Sewer Plan Sheet
12-12-17
1
MSD Buncombe County Allocation
12-12-17
1
Comments:
Fast Track Application for a sewer collection system to serve 2 multifamily apartment
buildings (28 total units) at an allocation of 5,600 GPD as approved by MSD
Buncombe County.
17 Arlington Street, Asheville, NC 28801 9 Phone [phone] • Fax [phone]

Wedgefield Apartments
BUNCOMBE WQ0039719
•• y
•
DATE
INVOICE NO.
COMMENT
AMOUNT
NETAMOUNT
12/21/2017
443016
480.00
DEC 2 2
2017 d
DATE 12/21/17 VENDOR NC DEQ
TOTAL
480.00

State of North Carolina
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: J WQ0039719 I�byipWfq
All
I. APPLICANT INFORMATION:
1. Applicant's name: VICTOR HUERTA (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: VICTOR HUERTA per 15A NCAC 02T .0106(b)
Title: OWNER
4. Applicant's mailing address: 517 WOOD THRUSH CT
City: ARDEN State: NC Zip: 28704-
5. Applicant's contact information:
Phone number: [phone] Email Address: RODQRODHUBBARDINC.COM
II. PROJECT INFORMATION:
1. Project name: WEDGEFIELD APARTMENTS
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: BUNCOMBE
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.53225° Longitude: -82.6070°
5. Parcel ID (if applicable): 9626-77-1938.9626-78-2141
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: JOHN KINNAIRD License Number: 035686
Firm: BROOKS ENGINEERING ASSOCIATES, P.A.
Mailing address: 17 ARLINGTON ST
City: ASHEVILLE State: NC Zip: 28801 -
Phone number: [phone] Email Address: JKINNAIRDng,BROOKSEA.COM
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY Permit Number:
NCO024911
Owner Name: METROPOLITAN SEWERAGE DISTRICT
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Numbers (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 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 ®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/Property 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 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(201)
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ®Yes ❑ No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow 8,b
No. of Units
Flow
RESIDENTIAL - 2 BEDROOM UNITS
200 gal/day
28
5,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
5,600 dPD
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 .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.
8. Wastewater generated by project: 5600 D (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. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 253 PVC
➢ Section II & III 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 (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 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 ❑ No
➢ 15A NCAC 02T.0305(f) 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 II 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()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
➢ See the 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/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 ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? [—]Yes ® No
Per 15A NCAC 02T.0 105(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 ® 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

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
attest that this application for
(Professional Engineer's name from Application Item 111. 1.)
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 that 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 fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. ,,\\t l l 111 ////�
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
(Signature Authority's name & title from Application Item I.3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts 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 parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with Ckmeral. Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or ification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exc 0,0,0 as well as civil penalties up to $25,000 per violation.
Signature: Date: Z
FORM: FTA 04-16 Page 5 of 5

Division of I
WQ0039719 {
State of North Carolina
Department of Environment and National Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
Project Applicant Name: JOHN KINNARD
Project Name for which flow is being requested: 2017066 - WL'DGEFIELD APARTMENTS
More than one FTSE -10/07 may be required for a single project if the owner oftile WWTP is not responsible for all pump stations along the
route of the proposed wastewater flow.
1. 'Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Water Reclamation Facility_
b. WWTP Facility Permit # NCO024911
c. WWTP facility's permitted now:
d. Estimated obligated flow not yet tributary to WWTP:
c. WWTP facility's actual avg flow:
f. Total flow for this specific request.-
g.
equest:g. Total actual and obligated flows to the facility:
A!! flows are in MGD
h. Percent of permitted flow used: 65%
11. Complete this section for each pump station you are responsible for along the route of this proposed water flow.
List pump stations located between the project connection point and the WWTP
** Design Average Daily flow is the firm capacity of the pump station divided by a peaking
factor (pf) 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.
ill. Certification Sta ement
1, -' ( Rize -d , certify 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 will not cause filly capacity related
sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant. This certification applies to
those items listed above in Sections,I and II for which I am the responsible party. Signature of this form indicates acceptance of this
page 1 of I FTSE 08-13
(A)
(B)
(C)
(D)=(B+C)
(G)=(A.D)
Pump Station firm
Design
Approx.
Obligated, Not
Total Current
Available
(Name or Capacity,*
Average Daily
Current Avg.
Yet Tributary
Flow Plus
Capacity
Number) MOD
Flow** (firm /
Daily Flow,
Daily Flow,
Obligated
**"
pf) MGD
MGD
MGD
Flow
Ferry Road 1.498
0.599
0.168
0.0293
0.197
0.402
Carrier Bridge" 22.600
9.040
7.000
1.0153
8.015
1.025
*Tile Firm Capacity of
defined as the maximum pumped flow that can
any pump station is
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 (pf) 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.
ill. Certification Sta ement
1, -' ( Rize -d , certify 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 will not cause filly capacity related
sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant. This certification applies to
those items listed above in Sections,I and II for which I am the responsible party. Signature of this form indicates acceptance of this
page 1 of I FTSE 08-13

*"MY
Metropolitan Sewerage District
of Buncombe County, North Carolina
Allocation Approval
This approval is'' Hirt to'be used to iiisti iii a building- permit
and is.for gravity sewer extension only.
Applicant:
JOHN KINNARD Date: 4/3/2017
Company:
BROOKS ENGINEERING
Mailing Address:
17 ARLINGTON STREET, ASHEVILLE, NC 28801
Phone:
828-232-4700 (Work)
Project #:
2017066
Project Name:
WEDGEFIELD APARTMENTS
Project Location:
WEDGEFIELD DRIVE (24)
PIN:
9626771938
MSD of Buncombe County has approved your request for 5,600 GPD
The connection point (manhole #) Will be 61-69354
The project Wilt consist of (28) APARTMENTS
Yourfinal approval is contingent upon compliance of the items below:
This project will require a private sewer extension permit from NC DEQ. Please contact
Kevin Johnson at MSD for additional requirements for this project at (828)-254-9646.
Comments*
A':copy if.i he permit for the Rrivate sewer extension will be raquired prior to release of
boiltll permts: NC Licerised Public 410 ity.Centractor to contact Denise Mo a
(82 )225 8277 so ah inspector may be -assigned to ;o4 elve the.connei tion at MSD manhole: A
copy cif- e private.systOM _recarddraWfOg .A0,00' meer'S erttficate;will be required prior to
The North Carolina Department of Environmental Quality (NCDEQ) requires MSD to issue this
approval based on line condition/capacity of the receiving sewer and remaining plant capacity.
This allocation approval will expire on 04/03/2018 if no construction has started.
If you have any questions, please contact MSD:
Kevin(JohnsonV
MSD Planning and Development