WQ0045981_Application (FTSE)_20241028

OCT 2 8 202h
Letter of Transmittal
'Hater Quality Regior�c.,
To:
NCDEQ Sewer
NC Department of Environmental Quality
2090 US Highway 70
Swannanoa, NC 28778
no. if Fedex, no P.O.
Project Name
Northridge Farms
Project No:
BEA: 591023
® Mail ❑ Deliver
From:
John Kinnaird, PE
828-296-4500
❑ Overnight* ❑ Other
*must use street address & include phone number
Date:
Oct. 24, 2024
Document Description:
Date:
Copies:
FTA
10-24-2024
1
Fee Check for $600 check# 58456)
10-24-2024
1
FTSE
10-24-2024
1
Arial Map
10-24-2024
1
USGS Map
10-24-2024
1
Cover Letter
10-24-2024
Comments:
Please let us know if anything is missing or you need additional information.
15 Arlington Street, Asheville, NC 28801 • Phone [phone] • Fax [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: First Victory Inc (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: Jim Koffman per 15A NCAC 02T .0106(b)
Title: Member
4. Applicant's mailing address: 542 S Caldwell St
City: Brevard State: NC Zip: 28712-
5. Applicant's contact information: '�� 1 8 2024
Phone number: [phone] Email Address: iim @firstvictory.com
II. PROJECT INFORMATION: r'Aai,,;vdle Fkegional Office
1. Project name: Northridge Farms
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pennit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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: 35.695180' Longitude:-82.582018'
5. Parcel ID (if applicable): 9732-66-5806 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John Kinnaird License Number: 035686
Firm: CDG Engineers and Associates
Mailing address: 15 Arlington St
City: Asheville State: NC Zip: 28801-
Phone number: [phone] Email Address: jolin.kinnairdp_cdC e.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Asheville WWTP Permit Number: NCO02491 1
Owner Name: City of Asheville
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 16" inch © Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00004
Owner Name(s):
FORM: FTA 10-23 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 HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually 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 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? [:]Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,'
No. of Units
Flow
Casitas (2 bedrooms)
75 gal/day per bedroom
100
15000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
15000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. 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), 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: 15000 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 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
8
978
6
1273
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(fl & (u4)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305( or (0, see Section X.1 of this application
*15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaQe
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [:]No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: Z No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification: ,,/ l r
I, �Okn V111 A • IJ , attest that this application for /► , iAric raor S
(Professional Engineer's name from Application Item III.1.) (Project Name fi&fi Application Item 11.1)
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,
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 143-215.613, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design crit , may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0741)
...; i
North Carolina Professional Engineer's seal, signature, and date: `�,��� • + / /�j/i
IIII11
:........................................................................................:
Applicant's Certification per 15A NCAC 02T .0106(b):
I, li f" Ky Pfr1lan , attest that this application for / ' o~�h dov_ f2vrn J
(Signature Authority Name from Application Item 1.3.) (Project Nam from Application Item II.1)
attest that this application 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 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 dot to exceed $10,000 as will) civil penalties up to $25,000 per violation.
Date: q — 17 _1 /
FORM: FTA 10-23--' Page 5 of 5

LCD, G
P.O. BOX 278
Andalusia, AL 36420
[phone]
iy
a
PAY Six Hundred and 001100 (Dollars
TO NCDEQ Regional Office
2090 US Highway 70
Swannanoa, NC 28778
CDG En&eerrs & assocuatea
SERVISFIRST BANK
P.O. BOX 6456
1"IstBarldc DOTHAN, AL 36302
61-650/620
Check ngte. 2/R/gn?0.
58456
August 8, 2024
AMOUNT
© 600.00
NATURE
58456
Invoice Number
Date Voucher
Amount
Discounts
Previous Pay
Net Amount
2024066
8/7/2024 12175500
600.00
600.00
NCDEQ Regional Office TOTAL
Servis1st Bank - Checking 18 ABV0001990
600.00---
ttt
600.00
`

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE-10-23)
Entity Requesting Allocation: JOHN KINNARD, PE
Project Name for which flow is being requested: 2022139 - NORTHRIDGE FARMS - TRIPLE B
More than one FTSE may be 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. WWTP Facility Name: Water Reclamation Facility
b. WWTP Facility Permit #: NCO024911
All flows are in
MGD
c. WWTP facility's permitted flow
40
d. Estimated obligated flow not yet tributary to the WWTP
8.5369
e. WWTP facility's actual avg. flow
20.9723
f. Total flow for this specific request
0.1278
g. Total actual and obligated flows to the facility
29.5092
h. Percent of permitted flow used
74%
lI. 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:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Approx.
Obligated, Not
Total Current
Pump Station Pump Firm Average Daily
Current Avg.
Yet Tributary
Flow Plus
Available
(Name or Station Capacity,* Flow** (Firm /
Daily Flow,
Daily Flow,
Obligated
Capacity
Number) Permit No. MGD pf) MGD
MGD
MGD
Flow
***
Weaverville #1 2.794 1.117
0.874
0.5128
1.387
-0.269
Weaverville #2 2.837 1.135
0.874
0.5144
1.388
-0.254
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped
flow that can be achieved with the largest pump taken out of service.
i"
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking U
R3 �.
factor (pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria. qj
C) C-
*** A Planning Assessment Addendum shall be attached for each pump station located E
between the project connection point and the WWTP where the Available Capacity is < 0. a
P'— 0-
Downstream Facility Name (Sewer): MSD of Buncombe County Collection System 61_
Downstream Permit Number: WQCS00004
Pagel of 8
FTSE 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section I1 where Available Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
37.06% % and 0.5144 MGD of the Available Capacity (E) in Pump Station
Weaverville #1 and #2 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.107 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Weaverville PS Replacement is in design or under construction with
planned completion in 2026 ; and/or
d. The following applies:
MSD's FY22/23 10-vr CIP includes a Droiect to redesign and construct a new
Weaverville pumping system. In FY 20/21, the 2011 Weaverville Pumping System study
was updated with new flow projections and project recommendations. The plan will
include replacing Weaverville #1 with a larger station to accommodate flows through
2070. The existing force main will be enlarged and will convey flow from Weaverville #1
directly to the treatment facility. Weaverville #2 will be converted to a smaller residential
pump station. Design is complete on the new system, and construction began
Summer 2024. with the new
Therefore:
to be in service by Summer 2026.
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
10/18/2024
Date
Page 3 of 8
FTSE 10-23

( CDG
15 Arlington Street
Asheville, NC 28801
Tel [phone]
Fax [phone]
cdge.com
May 13, 2024
NCDEQ
Asheville Regional Office
Division of Water Quality
2090 US Hwy 70
Swannanoa, NC 28878
Attention:
Regarding:
Dear Mr. Boss:
Dan Boss
Northridge Farms
Town of Weaverville
FTA Cover Letter
VVater E l S 'n�
Ash' 05ce
On Behalf of First Victory INC (owner), we are submitting the enclosed Fast Track
Sewer Extension Application FTA 10-23. The application is for Northridge Farms which
is a proposed apartment and single family home complex located in Hendersonville, NC.
There are 568 units and an associated club house.
The majority of the site is served by public sewer (MSD of Buncombe County), but 100
duplex casitas are served by private gravity sewer as part of this application. The private
collection system will connect to a new public system installed by the same developer
which ultimately connects to an existing MSD sewer main. The FTSE form filled out by
MSD is also enclosed. The enclosed application consists of 1,272LF of 6 inch PVC pipe.
The additional required submittal items are enclosed within this application packet. We
appreciate your review of this permit application. Please feel free to call or email to
discuss this submittal.
Sincerely,
CDG Engineers and Associate
John Kinnaird, PE
Enclosures: FTA 10-23, FTSE Form, USGS Map, Area Map, NC SOS Proof of entity

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