WQ0042839_Application (FTSE)_20210924

Attn:
RECEIVED /1C®EQ/jWVR
SEP 2 2 2021
OILLE REGIONAL OFFICE
LETTER OF TRANSMITTAL
Department of Environmental Quality
Division of Water Resources
610 E. Center Avenue
Mooresville, NC 28115
We are sending you:
VIA:
The following items:
Attached
Under separate cover
Overnight Regular Mail
Shop Drawings
Specifications
Prints
Copy of Letter
DATE: 9.20.21
TASK:20
PHASE:21
Arrowood Apartments
CH2O.0079.CV
Pick-up Hand Delivered/Couriered
Calculations
Change Order
Disks
Other
Copies
Date
No.
Description
2
9.20.21
I
Application
THESE ARE TRANSMI 1 1 ED as checked below:
For Approval
For your use
Remarks:
As Requested
For Review and Comment
Approved as Submitted
Approved as Noted
Returned for Corrections
Copy To: Signed: Scott Gregory
500 Clanton Road Charlotte, North Carol1na Telephone Facsimile
Suite K 28217 704.525.2003 704.525.2051

September 14, 2021
RECEIVED/NCDEOIDWR
SEP 2 2 2021
WQROS
MOORESVILLE REGIONAL OFFICE
NC DWR
GEQSCIENCE Mooresville Regional Office
GROUP Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Reference: The Concourse Apartments
Charlotte, North Carolina
Dear DWR,
Co YsLilting Engin
RECEIVE►/NCDEQ/D; R
MOORESVILLE REG SNAL OFFICE
The Proposed Concourse Apartments are located in the Arrowood Business Park off West
Arrowood Road and Interstate 485 in South/West Charlotte. The complex contains 272 units
and amenities including a clubhouse and pool, outdoor recreation area, dog wash/play area,
car maintenance and carwash facility including 22 buildings.
The proposed sewerage system is constructed of 8" PVC and DIP material and 22 pre -cast
concrete manholes. Proposed sewer flow being 41,195 gallons per day (270 units x 135
gpd/unit; 63 persons x 10 gpd/person; 5,750 sf x 50 gpd/100 sf; 1 carwash bay x 1,200
gpd/bay; 2 stalls x 20 gpd/stall) at the connection point(s) indicated on the submitted utility
plan for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit
number NC0024970, for treatment. The acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality
to the subject project is regulated by the State Drinking Water Act Amendments of 1986 and
The Water Supply Management Plan, PWS ID # 0160010 on file with the Public Water
Supply Section of NCDEQ. However, CLTWater cannot guarantee a constant pressure or
quality of flow.
Respectfully,
GEOSCIENCE G
Scott Gregory
Senior Civil Design
UP, INC.
500 Clanton Road
Suite l<
Charlotte. North Carolina Telephone Facsimile NC License
28217 704.525.2003 704.525.2051 F-0585

Application Number:l
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION'
FTA 06-21 & SUPPORTING DOCUMENTATION
iic'C�} J i(to be completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
Applicant's name: Karma Real Estate LLC (company, municipality, HOA, utility, etc.)
❑ General Partnership
❑ Municipal
Applicant type: ❑ Individual
❑ Federal
® Corporation
❑ State/County
Signature authority's name: Mr. John Crabtree per 15A NCAC 02T .0106(1A
Title: Construction Manager
Applicant's mailing address: 5625 Fairview Road
City: Charlotte State: NC Zip: 28217-
Applicant's contact information:
Phone number: [phone] Email Address: meridia(6bellsouth.net
RECEIVED/NCDEQ/DWR
SEP 2 2 2021
WCROS
MOORESVILLE REGIONAL OFFICE
El Privately -Owned Public Utility
Other
II. PROJECT INFORMATION:
1. Project name: The Concourse Apartments
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: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.I6° Longitude:=80.95°
5. Parcel ID (if applicable): 20105115 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Kevin Caldwell License Number: 10725
Firm: GeoScience Group, Inc.
Mailing address: 500K Clanton Rd.
City: Charlotte State: NC Zip: 28217-
Phone number: [phone] Email Address: kcladwell@g osciencegroup.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1 Facility Name: McApline Creek Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8",inch
❑ Gravity ❑ Force Main -
3 System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (l'ORM: DFV) been attached?
❑ Yes ❑ No ® N/A
If the Applicant is a Home/Property Owners' Association, has an 1I0A/POA Operational Agreement (FOR�t: 11
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
® Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
® Car Wash
❑ Hotel and/or Motels
® Swimming Pool/Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
OA) and
5 Nature of wastewater : % Domestic % Commercial % Industrial (See I5A NCAC 02 1 .0I 03120))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Has a flow reduction been approved under 15A NCAC 02'I' .01 I40? El 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
Bedrooms
120 gal/Bedroom
384
46,080 GPD
Clubhouse
50 gal/100 sf
57.5
2,875 GPD
Car Wash
1200 gal/bay
1
1,200 GPD
Dog ash
20 gal/Stall
2
40 GPD
Swimming Pool
10 gal/Person
63
630 GPD
gal/
GPD
Total
50,825 GPD
a See 15A NCAC 02T .01 I4(b), ((I). (el I) 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 Clow rates for establishments not identified [in table 15A NCAC 021.01 14]'shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 50,825 GPD (per 15A__NCAC 021' .01-14)
➢ Do not include future flows or previously permitted allocations --- -
If permitted flow is zero, please indicate why:
0 Pump Station/Force Main or Gravity Sewer —where flow i1Lbe permittedansubsequent 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 06-21
Page 2 of 5

VII.
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 &
Summarize gravity se-wer to be permitted:
Size (inches)
8
Length (feet)
2097
DC (Gravity Sewer
Material
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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) - 02T .0305 & \IDC (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.
Operational point(s) per pump(s): gallons per minute (GPM) at
Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
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 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
Power reliabiliry in accordance with I,.. A 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_equaLto 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 NCACO2T0305(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:bythe appfica ompatible-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 theportable power source_ orpumnuludinra zei
as part of this permit application in the case of a multiple station power outage.
FORM: PTA 06-21 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(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Yes ❑ No
Setback Parameter*
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(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? 4 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?
➢ 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: ® 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
❑ Yes ❑ No ® N/A
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 06-21 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:
I, Kevin Caldwell attest that this application for The Concourse Apartments
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item 1I.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 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
t01r`uC ►111111 i,•
g
0725 : ,ff
►ri�tt►CA\-• ,o` `>>
I, Mr. John Crabtree, attest that this application for, the Concourse Apartments
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
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 not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 06-21 Page 5 of 5

• GEQSCIENCE
GROUP
Inco,Fo,aled
To:
Attn:
We are sending you: Attached
VIA:
LETTER OF T
Department of Environmental Quality
Division of Water Resources
610 E. Center Avenue
Mooresville, NC 28115
The following items:
Overnight
Shop Drawings
Specifications
•r�
Under separate cover
Regular Mail
Prints
Copy of Letter
RECEIVED/NCDEQIDWR
SEP 16 2021
WQROS
QNAL OFFICE
Consulting Engineers
DATE: 9.14.21
C1120.0079.CV
TASK:20
PHASE:211
Arrowood Apartments
(kW.- 6r►
d,o S ✓1 f'
Pick-up /'Y644l
it
Calculations b i J 9 /3 '>
Change Order
Copies
Date
No.
Description
2
9.14.21
Application
1
8.31.21
Check $480.00
1
9.14.21
Quad Map
1
9.14.21
Aerial Map
1
9.14.21
Cover letter
1
Flow acceptance letter
THESE ARE TRANSMITTED as checked below:
For Approval
For your use
Remarks:
As Requested
For Review and Comment
Approved as Submitted
Approved as Noted
Returned for Corrections
Copy To:
500 Clanton Road Charlotte, North Carolina
Suite K 28217
Signed: Scott Gregory
Telephone Facsimile
704.525.2003 704.525.2051

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOC MENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Karma Real Estate LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ►,k Corporation ❑ General Partnership ❑ Privately -Owned Public Uti ity
RECEIV D/NCD -`"o/DWR
SEP 2021
MOORESV LE REGINAL OFFICE
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Mr. John Crabtree per 15A NCAC 02T .0106(b)
Title: Construction Manager
4. Applicant's mailing address: 5625 Fairview Road
City: Charlotte State: NC Zip: 28217-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: The Concourse Apartments
2. Application/Project status: ►i1 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: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.16° Longitude: -80.95°
5. Parcel ID (if applicable): 20105115 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kevin Caldwell License Number: 10725
Firm: GeoScience Group, Inc.
Mailing address: 500K Clanton Rd.
City: Charlotte State: NC Zip: 28217-
Phone number: [phone] Email Address: kcladwellAgeosciencegroup.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McApline Creek Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8" inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21
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 E N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
® Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
0 Retail with food preparation/service
❑ Medical / dental / veterinary facilities
0 Church
0 Nursing Home
® Car Wash
0 Hotel and/or Motels
® Swimming Pool/Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
. Nature of wastewater : % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 Yes ►1 No
➢ If ves, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow a'b
No. of Units
Flow
Bedrooms
120 gal/Bedroom
384
46,080 GPD
Clubhouse
50 gal/100 sf
57.5
2,875 GPD
Car Wash
1200 gal/bay
1
1,200 GPD
Dogwash
20 gal/Stall
2
40 GPD
Swimming Pool
10 gal/Person
63
630 GPD
gal/
GPD
Total
50,825 GPD
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: 50,825 GPD (per 15A NCAC 02T .0114)
➢ 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.
0 Flow has already been allocated in Permit Number: Issuance Date:
0 Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
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"
2097
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 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 2.01C.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 06-21 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(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
0 Yes 0 No
Setback Parameter*
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(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No 0 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? 0 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.
D. 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? 0 Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200'? ❑ Yes
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
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 ►4 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.).
❑ Yes No
7. Does this project include any sewer collection lines that are deemed "high -priority?" 0 Yes ►1 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 06-21 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 subiect 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. Profs Tonal Engi
cation:
, attest that this application for 1,1ito Uiyx_
(Prof ssional Engineer's name from Application Itein 111.1.)
(Project Name from Applicat.
4w;l:M trr5
n 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 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Appli ant's Certification per 15A NCAC 02T .0106(b):
, attest that this application for
(Signature Authority Name from Application item 1.3.)
(Project Name from Application Item 11.1)
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 ngt�to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 06-21
Page 5 of 5

CHARLOTTE
January 24, 2021
Mr. Scott Gregory
Geoscience Group, Inc.
500 K Clanton Road
Charlotte, NC 28217
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THE CONCOURSE APARTMENTS
3450 W. ARROWOOD ROAD, CHARLOTTE, NC 28273
CLTWATER TRACKING# 2021932
After analysis of the sanitary sewer associated with the proposed project, 2021932, THE
CONCOURSE APARTMENTS, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 41,195 gallons per day (270 units x 135 gpd/unit; 63 persons x 10
gpd/person; 5,750 sf x 50 gpd/100 sf; 1 carwash bay x 1,200 gpd/bay; 2 stalls x 20 gpd/stall) at the
connection point(s) indicated on the submitted utility plan for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of
flow is based upon the existing capacity of the designated publicly owned treatments works. Please
see attached NCDEQ-FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWater and sewer system is accepted on a first
come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two (2) years of issuance of this flow acceptance, and payment for any service
connections have not been received within two {2) years of issuance of this flow acceptance letter,
this flow acceptance approval shall be rescinded and a new flow acceptance request must be made.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Avvzo{ct,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Geoscience Group, Inc.
Project Name for which flow is being requested: The Concourse Apartments
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.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 9.581
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
74.925
0.041195
84.506
85.4%
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) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Finn / p f), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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.
** 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 < O.
Downstream Facility Name (Sewer): Coffey Creek Tributary
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Keri Cantrell 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 certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
2/23/2021
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

4,