WQ0042235_Application (FTSE)_20210111

DESIGN
RESOURCE
GROUP
TRANSMITTAL
Date: January 11, 2021
To: NCDEQ
610 E. Center Ave, Suite 301
Mooresville NC 28115
Reference: Private Sewer Application
Job#: 143-050 Abberly Commons
RECEIVED/NCDEQ/DWR
JAN 11 2021
MOORESVILLEQROS
REGIONAL OFFICE
Enclosed are the submittal documents for the Abberly Commons private sewer application:
Quantity Date Description
1 1.11.21 Capacity Assurance Letter
1 1.11.21 FTSE
1 1.11.21 Application fee
2 1.11.21 Fast Track Sewer Application
1 1.11.21 (3) Site Map Exhibits
If you have any questions or require any additional information, please let me know. You can contact me
at 704.343.0608.
Sincerely,
DESIGN RESOURCE GROUP, PA
Amy Williamson
Associate
2459 Wilkinson Boulevard, Suite 200
Charlotte, NC 28208
704.343.0608
w;= w.drgrr.corn

Division of
er Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ! (co be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: HH Hunt (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: Brian C. Myers per 15A NCAC 02T .0106(b)
Title: Vice President
4. Applicant's mailing address: 800 Hethwood Blvd
City: Blacksburg State: VA Zip: 24060-
5. Applicant's contact information:
Phone number: [phone] Email Address: bcmyersAhhhunt.com
RECEIVED/NCDEQ/DWR
JAN 1 1 2021
II. PROJECT INFORMATION:
1. Project name: Abberly Commons
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Perrnit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.250512° Longitude: -80.658859°
5. Parcel ID (if applicable): 11106301, 11106302, 11106352, 111098
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Mobley License Number: 034267
Firm: Design Resource Group, P.A.
Mailing address: 2459 Wilkinson Blvd. #200
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: matthew(a7drgrp.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Permit Number: NC36259
Owner Name: City of Concord
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
WQROS
MOORESVILLE REGIONAL OFFICE 3.
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ONO ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
Z 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
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
�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
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Apartments
135 gal/unit
300
40,500 GPD
Pool
10 gal/person
134 people
1340 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
41,840 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 I5A 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: 41,840 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2608
PVC
➢ Section I1 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-Y6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations 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)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
Yes ❑ No
. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? 11 Yes ® No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. 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 are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
►4 Yes ❑ No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
attest that this application for
(Professional Enginee s name fro Application Item IBA.)
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 do umentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 2isd "-for, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
13r I Ct11 1'� 1 C CL ' `•l C��?
(Signature Authoyity's name & title from Application Item I.3.)
I,
SEAL _
034267
I'ti'•�;
�'9FNG1N •'0„;�
W el`,•
�.S.1,44.1.14111
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with 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 04-16 Page 5 of 5

BUSINESS CORPORATION ANNUAL REPORT
10-20(7
NAME OF BUSINESS CORPORATION:
HHHunt Corporation
SECRETARY OF STATE ID NUMBER: 0490682
REPORT FOR THE FISCAL YEAR END: 1 2/31 /201 9
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: Hunt, Harry H IV
STATE OF FORMATION: VA
Filing Office Use Only
E - Filed Annual Report
0490682
CA202009901816
4/8/2020 09:15
El Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
1401 Sunday Drive, Suite 109 1401 Sunday Drive, Suite 109
Raleigh, NC 27607-5173 Wake County Raleigh, NC 27607-5173
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: General Contractor & Property Management
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
800 Hethwood Blvd
Blacksburg, VA 24060-4207
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
800 Hethwood Blvd
Blacksburg, VA 24060-4207
6. Select one of the following if applicable. (Optional see instructions)
The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Stephen B Brant
NAME: Kimberly B Kacani
NAME: Ann P Kelly
TITLE: Vice President TITLE: Vice President TITLE: Vice President
ADDRESS:
11237 Nuckols Road
Glen Allen, VA 23059
ADDRESS: ADDRESS:
11237 Nuckols Road 11237 Nuckols Road
Glen Allen, VA 23059 Glen Allen, VA 23059
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
entjtya rry H Hunt IV 4/8/2020
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
Harry H Hunt IV Vice President
Print or Type Name of Officer Print or Type Title of Officer
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

SECTION E: ADDITIONAL OFFICERS
NAME: Daniel T. Schmitt
NAME: SUSAN E CARLTON
NAME: Harry H Hunt , IV
TITLE: President TITLE: Vice President TITLE: Vice President
ADDRESS:
11237 Nuckols Rd.
Glen Allen, VA 23059
ADDRESS: ADDRESS:
11237 NUCKOLS ROAD 1401 Sunday Drive, Suite 109
GLEN ALLEN, VA 23059 Raleigh, NC 27607-5173
NAME: Brian C Myers NAME: Steve Fritz
NAME: Jonathan Ridout
TITLE: Vice President TITLE: Vice President TITLE: Vice President
ADDRESS:
ADDRESS: ADDRESS:
1401 Sunday Drive, Suite 109 11237 Nuckols Road 11237 Nuckols Road
Raleigh, NC 27607
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
Glen Allen, VA 23059 Glen Allen, VA 23059
NAME: NAME:
TITLE: TITLE:
ADDRESS: ADDRESS:
NAME: NAME:
TITLE: TITLE:
ADDRESS: ADDRESS:
NAME:
TITLE:
ADDRESS:
Name:
TITLE:
ADDRESS:
NAME: NAME:
TITLE: TITLE:
ADDRESS: ADDRESS:

ZcL 1.61
1•••• D
LO9LZ VNI101V3 H1HON '140131
60L aims '3AINO AVONfIS ti36
.LNIIHHH
XzZ
(1) 0 vNnoavo HiLION '311012:MO
OW Cell)
<00
SNOIAIWOO Al2:1388V
cti
X
OMCI'SdVII NISV8 ONV sesn—ld\SIMHS 101d — 080\0A10\SIN3NINV4V OVOH 021(113S8NVH 090—£41,\COUNSOSVO

10912 90110900 91110019013109
60131105'39160 AVONOS 1,061
INflHHH
VNI108VO H121ON'311011:VHO
SNOWWOO A-2:1389V
STREET MAP
dad soioy for mo use of iho
a8
doouo,00,s or coloolo
Copyright ®2D17 Dosig
OMO'SdViN NISV8 ONV SOSfi—ld\S133HS 101.1 — 0210\OM0\SLN3N121VdV OVON 021f18SINMVH 050—£1,1\POMdNSOS\:J

Lz
v
Oct=Z
_ D W Q U
—I O UFO H
aw< e
VOLkj ? J QZ
Z�K
�ir
LOW VN11O2Itl0 H1210N'H0131V21
601. aims '3AIH13 AVONf1S LOCI
1NflHHH
VM1O2JV0 H12JON'3l1012JVH0
sNOV JO3 A1a088V
USGS QUAD MAP
N LU
Wmw ' N
OMO'SdVYP NISV9 ONV SOSf-ld\S13314S LOId — 9LL0\`JMO\S1N3WLNVdV °VON ONnesi vH 090-£iL\road)ISOS\:0

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.org
April 27, 2020
Mr. Guillermo Anzola
Engineering Assistant
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216
Subject: Flow Acceptance Request
Sam Dee Road
Charlotte Water Project Number 20201920
Dear Mr. Anzola:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority
of Cabarrus County (WSACC) from Charlotte Water on April 23, 2020.
WSACC has or will have capacity at the Rocky River Regional Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater from the proposed project
entitled Sam Dee Road. The referenced project will serve a multi -family development with a 300 units
and a 134-person pool, with a projected wastewater flow of 41,840 gallons per day (gpd). The
wastewater generated by this project will be conveyed through a proposed gravity system, through an
existing gravity system, and then enter WSACC's system at the existing 36-inch Reedy Creek
Interceptor.
If construction of this project does not commence within two (2) years of the date of this notice, the
notice is rescinded and a second request and notice will be required before flow capacity is accepted.
Please notify WSACC, in writing, when construction of this project is initiated. This sewer capacity
allocation may also be cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation
and Commitment Policy.
If you have any questions, please call me at [phone], extension 228.
Sincerely,
. Thomas Hahn, PE
Assistant Engineering Director
cc: Keri Cantrell, PE/Charlotte Water
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

Dlviston of Water Resotsm
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) Sam Dee Road (Charlotte Water Project No. 20201920)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's emitted flow, MGD
Estimated obligated flow not yet tributary to the WWTP, MGD
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
26.500
2.399
19.911 (75.14% of permit)
0.042
22.352
84.35%
Section II. Pump stations along the route from le Jurisdiction's co
ction point to
TP.
Pump Station
(Name or
Number)
Pump Station
Permit No
Firm
Capacity 4
iVIGD
(A)
Design Average
Daily Flow .."
(Fmnipf)
MGD
(B)
Approx Current
Average Daily
Flow
MGD
(C)
Obligated, Not Vet
Tnbuiary Daily
Flow
MGD
(D) = (134C)
Total Ctuient Flow
Pius Obligated Flow
MGD
(E)-(A-D)
CAal:aacy.rItob41e,
i
MGD
RecdyCreck
WQCS00009
16.500
6.600
1,835
0,511
2,346
4,254
PS
Lower Rocky
NC0036269
37.000
14.800
12.346
1.855
14.201
0.599
River PS
- The Firm Capacity (design flow) of my pump station is defined as the maximum pumped flow that can be achieved n'ith the largest pump taken out of service.
.'Design Average Daily Flow is the firm capacity of the pump station divided hy n peaking factor (pf) not less than 2,5, per Section 2.02(A)(.4)(c) of the Minimum
Design Criteria.
Planning Assessment Addendum shull be attached for each pump station located between the project connection point and the wvvri, ,vhere Available
Capacity is .,' 0,
Section III. WSACC Certification Statement:
1, J. Thomas Hahn. PE, 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 from the connection to the WSACC interceptor 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 tinder 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 Section I and Section plus all attached planning
assessment addendums for which I am the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow.
W 4 C Signing Official Signature at

CHARLOTTE
April 23, 2020
Mr. Kent L. Keplinger
Design Resource Group, PA
2459 Wilkinson Boulevard
Suite 200
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SAM DEE ROAD
INTERSECT OF HARRISBURG ROAD & SAM DEE ROAD, CHARLOTTE, NC
CLTWATER TRACKING # 20201920
After analysis of the sanitary sewer associated with the proposed design of project 20201920, SAM
DEE ROAD, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 41,840 gallons per day (300 units x 135 gpd/unit; 35 persons x 10 gpd/person) at the
connection point(s) indicated on the submitted utility plan for transmission to the Rocky River
Wastewater Treatment Plant; NPDES permit number NC0036269, located in Cabarrus County, for
treatment. This acceptance of flow is based on the existing capacity of the designated publicly
owned treatments works. Please see the attached WASCC-FTSE form.
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.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, 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
connection(s) has not been received within two (2) years of issuance of this flow acceptance, 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,
Gu4ttzrwt,o- A eta o-La
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 chap lottewater.org
RTn Operated by the City of Charlotte

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 04/13/2020
❑City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Sam Dee Road — Project # 20201920
Description: The Sam Dee Road engineering plans and specifications, as prepared and sealed by Matthew L. Mobley,
NCPE, with Design Resource Group, P.A., for wastewater sewer laterals to serve Sam Dee Road located on
Intersection of Harrisburg Road and Sam Dee Road in Charlotte, NC; with a wastewater discharge of 41,840 GPD.
*Number of Lots: 300 OR *Number of Units: 300 units x 135 god/unit, 134 persons x 10 gpd/person.
*Must be included in request.
Where will the new line be connected:
• Directly into a WSACC Interceptor
• Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed sewer laterals will tie-
in to the existing 8-inch sanitary sewer system, which extends to the 36-inch RCP material WSACC Upper Reedy Creek
Interceptor.
Which WSACC Interceptor will the flow ultimately be discharged into: 36-inch RCP WSACC Upper Reedy Creek
Interceptor.
What is the WSACC manhole number that the flow will be discharged into? +/- Node 019102
What is the quantity of flow that will be discharged? 41,840 GPD
Flow type:
® Domestic 100 % ❑ Commercial % ❑ Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
El Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion.
If construction is not started within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY: DATE:
0 Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
❑ Approved ❑ Not Approved
❑ Current Sewer Model shows:

OF A TF,Q State of North Carolina
Department of Environment and Natural Resources
®®° Division of Water Quality
-=i
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
►ZlCharlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Sam Dee Road- Project # 20201920
Description: The Sam Dee Road engineering plans and specifications, as prepared and sealed by Matthew L. Mobley,
NCPE, with Design Resource Group, P.A., for wastewater sewer laterals to serve Sam Dee Road located on Intersection of
Harrisburg Road and Sam Dee Road in Charlotte, NC; with a wastewater discharge of 41,840 GPD.
What is the quantity of flow that will be discharged? 41,840 GPD
Flow type:
® Domestic 100 % ❑ Commercial % ❑ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Finn/pf)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
D= B+C
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
* The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with he largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, Keri Cantrell , certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor 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 Section I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this vastewater flow.
4/23/2020
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

GF \NATFR State of North Carolina
pG Department of Environment and Natural Resources
r Division of Water Quality
-c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(WSACC USE ONLY)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
6.00
Estimated obligated flow not yet tributary to the WWTP, MGD 1.337
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
4.562
0.04184
5.899
98.3%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Firm/pf)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
* The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with he largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is < O.
Section III. WSACC Certification Statement:
I, , certify that, to the best of my knowledge, the addition of the volume of wastewater to be
permitted in this project has been evaluated along the route from the connection to the interceptor to the receiving
wastewater treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer
overflows or overburden on any downstream pump station in 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 Section I and Section II plus all attached planning
assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature of this form indicates acceptance of this wastewater flow.
WSACC's Signing Official Signature Date
Revision Date: 08/09/13

W A 7T State of North Carolina
QG Department of Environment and Natural Resources
am- Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a Planning Assessment Addendum for each pump station located between the project
connection point and the WWTP listed in section 1 or 2 where Available Capacity is < 0.:
Pump Station Name (Number):
Pump Station Address:
Given that:
a.
The proportion and amount of Obligated, Not Yet Tributary Daily Flow
% and MGD of the Available Capacity (E) in
(C) accounts for
Pump Station (name) and that;
b.
The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c.
A funded Capital Project that will provide the required planned capacity, through CIP
project (name)
is in design or under construction with a planned completion date of ; and/or
d.
The following applies:
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
Date
Revision Date: 08/09/13