WQ0045073_FTSE Application & revised page at end_20240105

ANA'
Davis CivilSolutions, PA
January 5, 2024
Ms. Kimberly Barnett, PE
Regional Supervisor
Public Water Supply Section
NCDEQ
2090 US 70 Highway
Swannanoa, North Carolina 28778
RE:
Dear Ms. Barnett:
RIJAN o 5 2024
Water Quality Regional Operations
Asheville Regional Office
Private Sanitary Sewer Extension to serve
Reserve at McIntosh
Buncombe County, North Carolina
MSD Project# 2021207
Please find attached a submittal package for the subject project located off of McIntosh
Road in west Buncombe County. The subject project generally consists of the construction of a
new pumping facility, force main and gravity sewer system to serve a portion of the proposed 228-
unit apartment complex. The public portion has been permitted through the Metropolitan Sewerage
District of Buncombe County (MSD), identified as MSD Project# 2021207. The private portion of
the proposed system includes approx. 7781f of proposed 8" DIP gravity sewer, a small pumping
station to serve a total of 8 residential units with approx. 1081f of 2" PVC force main, and a larger
pump station to serve the remaining 112 units with approx. 2221f of 4" DIP force main. The
proposed larger pump station force main will be extended to the end of a section of the gravity
system permitted by MSD. The total units served by the proposed pump station is 120, with a total
of 258 bedrooms. The proposed project is an apartment complex, all rental units, and does not
include units for sale. The total demand for the private portion of the sewer system, based on 75
gallons per day per bedroom, is 19,350 gpd. Included with the submittal is the following
information for your review:
1. One original and one copy of the completed Fast Track Application and supporting
documentation.
2. Check in the amount of $600 for the required review fee.
3. Flow Tracking/Acceptance form, as provided by MSD.
4. USGS topographic map identifying the project location.
5. Vicinity map.
6. Reduced size plan showing general location information of the proposed system.
7. Copy of information taken from the NC Secretary of State for Hall McIntosh, LLC.
8. Copy of the approved Allocation received from MSD, adjusted to indicate the revised flow
rates of 75 gpd.
9. Copy of the permit issued by MSD for the proposed public portion of sewer system.
Engineering/Planning • Site/
135-A Charlotte Highway • Asheville, North Carolina 28803 • 828.299.9449 PH
[e-mail] EMAIL

Kimberly Barnett, PE
January 5, 2024
Page 2
We appreciate your review of the attached and trust that the information provided is satisfactory
for review. Should you have any questions or require additional information, please feel free to call.
Sincerely,
DAVIS CIVILSOLUTIONS, P.A.
NICHOLAS M. BOWMAN
attachments
cc: Kevin Johnson, PE — MSD

DWR
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Hall McIntosh, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Tommy McRae per 15A NCAC 02T .0106(b)
Title: Registered Agent
4. Applicant's mailing address: PO Box 38
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: tmcraena,hallhousing.net
II. PROJECT INFORMATION:
1. Project name: Reserve at McIntosh
❑ Privately -Owned Public Utility
❑ Other
i
JAN a 5 2024
Water Quality Regional Operations
Asheville Regional Office
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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: 35.54694' Longitude:-82.61416'
5. Parcel ID (if applicable): 9627-53-8787 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Gary D. Davis License Number: 12296
Firm: Davis CivilSolutions, PA
Mailing address: 135-A Charlotte Highway
City: Asheville State: NC Zip: 28803-
Phone number: 828) 299-9449 Email Address: garyna,cvlsol.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Metropolitan Sewerage District of Buncombe County Permit Number: NCO024911
Owner Name: Metropolitan Sewerage District of Buncombe County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00004
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00004
Owner Name(s): Metropolitan Sewerage District of Buncombe County
FORM: FTA 10-23 Page l 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.0I 15(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. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ 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,b
No. of Units
Flow
Residential - Apartment Complex
75 gal/day
258
19,350 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
19,350 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 19,350 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
8 778 DIP/PVC C900
➢ 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: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.548047' Longitude:-82.611651'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.01935 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): 145 gallons per minute (GPM) at 36 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
210
DIP
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.548569' Longitude:-82.611051'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0015 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): 35 gallons per minute (GPM) at 16 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
104
PVC (SCH40)
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.l.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 & (g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter's
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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, and associated wetlands.
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 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(fl or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(g) 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 webnaQe
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: French Broad ❑ 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 213.0202
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)(61 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

State of North Carolina
DWR
JAN Q 2.024 Department of Environment Quality
Division of Water Resources
Division of Water Resources Water Quality Regional o low Tracking for Sewer Extension Applications
Asheville Regional c- Ice (FTSE-10-18)
Entity Requesting Allocation: GARY DAVIS, PE
Project Name for which flow is being requested: 2021207 - Reserve at McIntosh Apartment Development
More than one FTSE may be required for a single project if the owner of the W IVTP is not responsible for all pump stations along
the route of the proposed wosteivaterJlom
1. Complete this section only i f you are the owner of the wastewater treatment plant.
a. WWTP Facility Nainc: Water Reclamation Facility
b. WWTP Facility Permit It: NC0024911
Ali flo►vs are in MGD
c. WWTP facility's permitted now 40
d. Estimated obligated flow not yet tributary to the WWTP 11.7517
e. WWTP facility's actual avg. flow 22.5376
F. Total flow for this specific request 0.0513
g. Total actual and obligated Plows to the facitity 34.2893
h. Percent of'permitted flow used 86%
II. 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
Pump Station Pump Firm Average Daily Current Avg. Yet Tributary Total Current Available
(Name or Station Capacity,* Flow** (Firm 1 Daily Flow, Daily Flow, Flow Plus Capacity
Number) Permit No. fviGD pf) MGD MGD MGD Obligated ***
Carrier Bridge 22.600 9.040 7.358 3.8217 11.180 -2.140
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped
now 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 (pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): MSD of Buncombe County Collection System
Downstream Permit Number: WQCS00004
Page I of 6
FTSE 10-18

III. Certification Statement:
I W •bo +� P' certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evalu; :ed along the route to the receiving wastewater treatment facility and that the flow from this project is not
anticipated to cause any capat ity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal oirctnnstanecs, 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 applie! to those items listed above in Sections I and 11 plus all attached planning assessment addendums for which I
am the responsible party. Sigi ature of this form certifies that the receiving collection system or treatment works has adequate capacity to
transport and treat the propose d new wastewater.
Signin fficialSignaliui
The of Signing Official
Page 2 of 6
17/l9/Z3
FTSC 10- 18

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
34.18 % and 3.8217 MGD of the Available Capacity (E) in Pump Station
Carrier Bridge ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.422 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Carrier Bridge PS Replacement is in design or under construction with
planned completion in 2027 ; and/or
d. The following applies:
The French Broad Interceptor - Carrier Bridge PER (completed by CDM Smith in 2019)
recommended replacing the existing pump station with a new 34 MGD pump station
(expandable to 50 MGD) to accommodate future wastewater flows through 2070.
The project will add approximately 12 MGD of additional firm capacity by 2027.
This project is incorporated into MSD's 10-yr Capital Improvement Plan which provides
funding for land purchase (complete), engineering design (FY 19/20 through FY 23/24),
and construction (FY 24/25 through FY 26/27). The budget will be revised in April 2023 to
reflect the updated project schedule with completion in 2027.
Therefore:
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
12/19/2023
Date
Page 3 of 6
FTSE 10-18

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Hall McIntosh, LLC
Information
Sosld: 2489778
Status: Current -Active O
Date Formed: 9/19/2022
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: McCrae, Tommy
Addresses
Reg Office Principal Office
1011 Old US Hwy 421 2810 Fortner Street Building J
Lillington, NC 27546 Dothan, AL 36305
Company Officials
Reg Mailing Mailing
PO Box 38 PO Box 6657
Lillington, NC 27546 Dothan, AL 36302
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Gary Hall
2810 Fortner Street Building J
Dothan AL 36305

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Job No.: 22137 Proposed Sewer
Date: January 5, 2023
Davis CivilSolutions, PA Scale: V=180' Sheet 1 of 2
Site/ Infrastructure • Engineering/Planning Reserve at McIntosh
135-A Charlotte Highway. Asheville, North Carolina 29803
828.299.9"9 PH- www.daviscivilsolutions.mm BUNCOMBE COUNTY, NORTH CAROLINA

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Job No.: 22137 Proposed Sewer
Date: January 5, 2023
Davis CivilSolutions, PA Scale: 1"=180' Sheet 2 of 2
Site/ Infrastructure - Engineering/ Planning
135,A Charlotte High-t). Asheville, North Camfim 28803 Reserve at McIntosh
828,299.9449 PH- —daviscivilsoluti—cam BUNCOMBE COUNTY, NORTH CAROLINA

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Allocation Approval ' Oualit y Iegidnal
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This approval is not to be used to obtain a building permit " n Rpgipnal &fflu'
and is for gravity sewer extension only.
Applicant:
GARY DAVIS, PE Reviewed Et Approved by: MARLEE PAGE on 9/23/2021
Company:
DAVIS CIVILSOLUTIONS, PA
Mailing Address:
134 CHARLOTTE HIGHWAY A, ASHEVILLE, NC 28803
Phone:
828-299-9449(H)
Project #:
2021207
Project Name:
Reserve at McIntosh Apartment Development
Project Location:
MCINTOSH ROAD (41)
PIN:
9627534731 9627631729
MSD of Buncombe County has approved your request for 51,300 GPD (REVISED FOR 75 GPD/BDRM)
The connection point (manhole #) will be 23-10746
The project will consist of (228) apartments
Your final approval is contingent upon compliance of the items below:
- A PUBLIC, 8-INCH GRAVITY -ONLY SEWER EXTENSION IS REQUIRED to the subject parcel. This public extension will require
multiple offsite easements. If you have questions please contact Kevin Johnson at (828)-225-8289. The existing 6" service line
from MH23-10746 to the subject property will be replaced with an 8" public sewer extension.
- As proposed, project will acquire the existing private easement(s) from IC imagine School (CDC project #11663; MSD project
#2017255). MSD wilt require a copy of the original easement agreement for approval by P&D staff prior to issuance of Sewer
Extension Permit.
- The onsite private sewer collection system including pump station and force main is to be permitted by NCDEQ.
Comments:
" Prior to the release of building permits, the Public Sewer Extension Permit must be issued, as well as the NCDEQ permit for
Private System, and Sewer Service Applications must be submitted and related fees paid.
" Prior to release of C.O.'s, MSD will require public Et private systems to be fully closed out.
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 12/19/2024 if no construction has started.
If you have any questions, please contact MSD.
Kev n Jo s Approval Revised on 12/19/2023
MSD Planning and Development by SAMUEL GETTLEMAN
:........................................................:

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PERMIT
°0 5 2024
FOR THE DISCHARGE OF SEWAGE, INDUSTRIAL WASTES, OR OTR WASTES'�� Operation
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IN ACCORDANCE WITH THE PROVISIONS OF ARTICLE 21 OF CHAPTER 143, GENERAL STATUTES OF NORTH CAROLINAAS AMENDED, AND OTHER
APPLICABLE LAWS, RULES, AND REGULATIONS FOR THE SANITARY SEWERAGE SYSTEM OF THE METROPOLITAN SEWERAGE DISTRICT.
PERMISSION IS HEREBY GRANTED TO:
THOMAS A McRAE
HALL GROUP, LLC
2810 FORTNER ST BUILDING J
DOTHAN, AL 36305
INSTALLATION AND OPERATION OF THE RESERVE AT MCINTOSH APARTMENT DEVELOPMENT SANITARY SEWER EXTENSION LOCATED IN BUNCOMBE
COUNTY, NC. THIS PROJECT INCLUDES CONSTRUCTING A PUBLIC SEWER WITH APPROXIMATELY 2,475 LF OF 8-INCH GRAVITY SEWER. MSD HAS
ISSUED A WASTEWATER ALLOCATION APPROVAL FOR THIS PROJECT FOR A TOTAL OF 68,400 GPD. THE DISCHARGE OF COLLECTED DOMESTIC
WASTEWATER INTO THE METROPOLITAN SEWERAGE DISTRICT'S EXISTING SYSTEM, PURSUANT TO THE APPLICATION RECEIVED 11 /14/2022. THIS
PERMIT SHALL BE EFFECTIVE FROM THE DATE OF ISSUANCE UNTIL RESCINDED, AND SHALL BE SUBJECT TO THE FOLLOWING SPECIFIED
CONDITIONS AND LIMITATIONS.
1. THIS PERMIT SHALL BECOME VOIDABLE UNLESS THE FACILITIES ARE CONSTRUCTED IN ACCORDANCE WITH THE NON -DISCHARGE PERMIT
APPLICATION, APPROVED PLANS, SPECIFICATIONS, AND OTHER SUPPORTING DATA.
2. CONSTRUCTION OF THE SEWERS SHALL BE SO SCHEDULED SO AS NOT TO INTERRUPT SERVICE BY THE EXISTING UTILITIES NOR RESULT IN AN
OVERFLOW OR BYPASS OF WASTEWATER TO THE SURFACE WATERS OF THE STATE.
3 THIS PERMIT IS EFFECTIVE ONLY WITH RESPECT TO THE NATURE AND VOLUME OF WASTES DESCRIBED IN THE APPLICATION.
THE FACILITIES SHALL BE PROPERLY MAINTAINED AND OPERATED ATALL TIMES.
4.
THE SEWAGE AND WASTEWATER COLLECTED BY THIS SYSTEM SHALL BE ADEQUATELY TREATED IN THE METROPOLITAN SEWERAGE
5. DISTRICT'S WASTEWATER TREATMENT PLANT PRIOR TO BEING DISCHARGED INTO THE RECEIVING STREAM.
PERMIT #: MSD P01326 SIGNATURE: 0-
W. HUNTER CARSON, P.E.
ISSUED: September 25, 2023

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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
I. Pump station number or name: 2
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.548569' Longitude:-82.611051'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0015 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): 35 gallons per minute (GPM) at 16 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
104
PVC (SCH40)
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.Lb. ® 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