WQ0041490_Regional Office Historical File Pre 2018

4
slob of Water 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
It MC NCIIISCOC:i41)4.:RVIR
Application Number: - no he completed by DW.R.)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
L. Applicant's name City of Kann- Is (company, municipality, I-10A, utility, etc.)
2. Applicant type: 0 Individual Corporatim [1] General Partnership Privately -Owned Public Utility
0 Federal 0 State/County E Municipal LIJ Other
3. Signature authority's name: Wilmer Melton, III per 1.5.A. NCAC o2T )00±02)
Tide: Director of Public Works.
4, Applicant'smailing address: 401 . .a / Way
City: Kannapolis State: NC
.5. Applicant's contact .information:
Phone number: (704) 920-420Q Email Address: wrneltorakannapolisnc.gov
II. PROJECT INFORMATION:
I, Project name: Grace's Reserve
2. Application/Project status:
Lip: 28081.-00
SerProposed (New Permit) Ej Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the ex.istin.g permit number: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): ,atitu.d.e: 35/4633 Longitude: 80,5983
5. Parcel ID (if applicable): 5622 47 1688
(or Parcel ID to closest downstream sewer)
111 CONSULTANT INFORMATION:
Richard E. Burrage Jr. 037841
I. Professional Engineer: License Number:
Firm: Anderson Burrage Consulting, Inc:
Mailing address: 454 Burrage Rd.. NE
City: Concord State: NC zip28025.
Phone number: (704)791..6898
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: RoiA)L giver Relional Wastewater Treatment Plant Permit Number; W9036269
Owner Name: Water & Sewer Authority, of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1, Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if ap icable), WQLS
Owner Names).
'AtaRUS
MOU.4,'ES VLLE REGmAi,
FORM: FTA 04-16 Page I. 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?
El Yes ON° N/A
2, lithe Applicant is a Developer of lots to be sold, has a Developer's Operati(nal Ag,reementiFORM: DEV) been attached?
Yes UNo NIA
3, If the Applicant. is a Hame/ tOners As- dation, has an 0 erational Agreement (FORM: HOA) been attached?
-cee
4. Origin of 'wastewater: (check all that app)y):
•,esidential Owned
Residential Leased.
El School preschool / day care
El Food and drink facilities
El Businesses / offices / factories
Yes LINo N/A
Retail (stores, centers, malls)
Retail with food preparation/service
[1] Medical / dental I veterinary facilities
El Church
Nursing Home
E1 Car Wash
Ej Hotel and/or Motels
El Swimming Pool /Clubhouse
LI Swimming Pool/Filter Backwash
Other (Explain in Attachment)
5. Nature of wastewater : 100 j'A Domestic/Commercial Commercial
% :Industrial (See I 5A NCAC 02'1 ,0 103(20))
there a Pretreatment Program in effect?
6. Has a flow reduction been approved under I5A NCAC 02T .0114(0? El Yes
ves, provide a copy of flow reduction approval letter
7. Summ.arize wastewater generated by project:
Yes El No
No
Establishment Type (see 02T.0114(1))
Apartments (1-2 Bedroom)
Apartments (3 Bedroom)
Community Building
Daily Design Flow
240 gal; unit
360 gal/ unit
25 gall employee
gall
gall
No. of Units
192
36
2
Flow
46,080 GPD
12,960 GPD
50 GPD
GPD
GPD
GPD
Total
59,090 GPD
a See 15.. NCAC 02T ,01 -14 b 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 1.5A NCAC 021 .0114(c), design flow rates for establishments not identified, [in table 15A NCAC 02L0l 14] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
59,090
8, Wastewater generated by project: GPD (per 15A NCAC 02T .01.1:4)
Do not include future flows or previously permitted. allocations
If permitted flow is zero, indicate W h
Eij Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
D Flow has already been allocated in Permit Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: ETA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) ,. 02T .(l 0' ' & MHC (Gravity Sewers
1. Summarize gravity sewer to be permuted:
Size (inches
Length (f
Material
8
8
2,4484
PVC
60
DIP
Section II & III ofthe MDC for Permitting of Gravity Sewers contains information related to design criteria
▪ Section 11l 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
VIIL 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: NA
Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -__
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDII)
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliabili
Size (inches)
gth (feet)
rdance with) 5A NCAC 02T .0305(h)(' l ):
Standby power.source or pump with automatic activation and tel
n
- 1:5A NCAC 02T.0305(h)(1)(B):
• Required for all purnp stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or Tithe pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with ,manual activation, quick -connection receptacle and te'lemet
.0305(h)(1)(C)
or
A NCAC 02T
Portable pumping unit with plugged emergency pump connection and tel 15A NCAC 02T .0305(h)(1)(C.):
be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
compatible with the station.
f 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 timeframnes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-1 6
Page 3 ol`°5

IX. SETBACKS & SEPARATIONS — (02B .,0200 & 15A NCAC 02T .0305(4):
1. Does the project comply with all separations found in ISA NCAC 021 .0305(f) k(g)
• ISA NCAC 02T.0305• contains minimum sLeparations that shall be provided for sewersystems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclairned
nes (horizontal eclaimed over sewer)
**Any private or public water supply source, including any wells. WS-1 ssaters
Class 11 impounded reservoirs used as a source of drinking water 100 •feet
WYes LINo
24 inches
18 inches
10 feet
18 inches
2 feet
**Waters classified WS (except .WS-1 or WS-V), B, SA, ORW, FIQW, or SB from normal
high water Or tide elevation and wetlan.ds (see item IX,2) 50 feet
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
10 feet
5 feet
10 feet
fop slope of embankment or cuts of 2 feet or more vertical height 1.0 feet
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
5 feet
10 feet
36 inches
• ISA NCAC 02T.030.5(g) contains alternatives wlhere separations in 021 .0305(t) cannot be achieved.
**Strea.m. classifications can he identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.03050191 (g),, see Section X of this. application.
Does the project comply with separation requirements tbr wetlands? (50 feet of separation) No
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 construclion
• As built documents should reference the location of areas etTected
3. Does the project comply with all setbacks found in the river basin rules per 1 5A NCAC 0213 .0200?
This would include Trout BufTered Streams per I5A NCAC 28.0202,
No
4. Does the project comply with an individual 404 Permit or any 401 Certifications'? StYes L No
Wetland-re•lated 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 projectcomply with ISA NCAC 02T.0 105(0(6) (additional permitslcertifications)? Vv'es No
Per ISA 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, storinvvater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per ISA N.C.AC 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.
E] Yes.
• If yes, include an attachment ssith 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:
Does the submitted system comply with 15A NCAC 02I„ the .Minimum Design Criteria tbr the Permitting of Pump Stations
and force Mains (latest version), and the Gravity/Sewer Millif1111111 Desio Criteria (latest version) as applicable?
rYes EIINo
lf No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
1, Richard E, Burrage Jr.
(Professional Engineer's name from Application Item 1.11.I.)
attest that this application for
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. 1 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 ma 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 143-21.5.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which ma.y
include a fine not to exceed $1.0,000, 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 021 .0106(b):
1.
\\\• C Rol
attest. that this application for
(Signature Authority's name & title from Application Item 1.3,)
has been reviewed by Inc 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. 1 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, andfor 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 143-2 F5.6A and 143-21.5,6B, 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 525,000 per violation.
Signature:
Date:
-31 -
FORM: FTA 04- 6
Page 5 of 5

Tuvia Or'A
To:
Subject:
Attachments:
tiNit
a
Good 'lornin Or
Rick Rurrace rburraeirbincus
Thursday. February 0, 2020 :0 AM
Tuvia, Cori A
[External) Graces Reserve Delineation Report
Reserve at Grace's Point Waters of the US and isolated Wetlands Delineation Report
(003 ).pdf
tried to call our environmental consultant this morning this morning, but l did not get a response. I did find the
Delineation Report and it looks like there are no DWR isolated wetlands on the property (see highlighted paragraph on
page 3). Please Net me know if you need additional info.
Thanks!
Rick Storage, PhD„ P. i
President l Richard 8urrego, inc. PO 704 791 6898 I F 704 2 6234
675 Knaticrest fir NE. I Concord, NC 1 28025

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY'
February 4, 2020
Mr. Michael Legg
City Manager
City of KannapoIts
401 Laureate Way
Kannapolis, NC 28081
Subject: .Flow Acceptance Request City ofKannapolis
Grace's Reserve Apartments
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc,org
Dear Mr. Legg:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Kannapolis on February 3, 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 Grace's Reserve Apartments, located along Roxie
Street. The referenced project wili serve an apartment complex with 192 one or two -bedroom apartments, 36
three -bedroom apartments, and a community 'building with two employees, with a projected wastewater flow of
59,090 gallons per day (gpd). The wastewater generated by this project will be conveyed through a proposed
gravity system, through the existing gravity system and force main, and then enter WSACC's system at the
existing 24-inch Three Mile Branch interceptor. WSACC acknowledges it has or will have capacity for
wastewater from the proposed development based on information provided by Anderson Burrage Consulting, Inc.
(Civil Engineer for the project) using North Carolina„Department of Environmental Quality (NCDEQ) wastewater
flow guidelines.
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.
Please note that the final commitment to service to provide wastewater treatment services' shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
N.0 G. S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 104.
cc: Misty Tutt, PE/Kannapolis
Wilmer Me Iton/Karmapolis
Richard 'E. Burrage, Jr, PE/Anderson 13
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC
Sincerely,
J. Thomas Hahn, PE
Assistant Engineering Director
7onsul„i..

Division of
er Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE -10/18)
(WSACC USE ONLY) Grace's Reserve Apartments
Section 1, Name of wastewater treatment facility (MIT) receiving wastewater:
Rocky River Wastewater Treatment Facility Permit #NC0036269
LI Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MUD
Estimated obligated flow not yct ibutary P, 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
26.500
2.098
19.9.1.1 (75.1.4%. ofpermit)
0.059
22.068
Percent of permitted flow used 83.28%
Section 11.
Pump Station
(Name or
Number)
1-ZRRWWTP
MPS
Put .p stations along the route from the Jurisdiction's connection point to the WWTP.
'Lamp Station
Permit No,
NC0036269
(A) (B)
Firm Design Average Approx. Current
Capacity " Daily filovw *" Average Daily
IVEGD (Finuipf) Flow
MCI) MGD
55.440 22.176 10..116
(C) (P) = (B+C)
Obligaied, Not Ye! Total Current Flow
Tribnlary Daily Flow Plus Obligated Flaw
MCI) MGD
EMA-D)
Available
Capacity*"
NI GO
11.571
* The Firm Capacity (design (low) 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) nut less than 2.5, per Section 2.02.(A)(4)(c) of the Minimum
Design Criteria,
Planning Assessment Addendum shall be attathed for each pump station located between the project connection point and the WWII' where Available
Capacity is < 0,.
Section III. WSACC Certification Statement:
1, J. Thomas FlahrL 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 anticipatedto 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 Section I and Section 11 plus all attached planning
assessment addendums for which 1 and the responsible party. Signature of this form indicates WSACC's guarantee of
capacity frit' this wastewater flow, Notwithstanding the guarantee ofcapacity, WSACC does not make a commitment to
service this wastewater flow until a building pennit is requested through the Caharrus County Building Inspections
Department and WSACC receives payment of the System .Development Fee.
.7's Signing Official Signature

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance:
LjCity of Concord City of Kannapolis DTown of Harrisburg LlTown of Mt, Pleasant
ElCharlatte Mecklenburg Utilities
Project Title, Description, and .Number of Lots/Unit:
Project Title: -Project # Grace's Reserve Apartments Richard E. Burrage Jr. Anderson Burrage Consulting, Inc.
Description: The engineering plans and specifications as ed and sealed b r NCPE with ,. for
the wastewater collection system extension consisting of approximately 2,544 linear feet of 8 -inch sanitarysewer
with. 14 manholes and other apaurtenances to serve located off/on of , with a wastewater discharge- of
59,090 Gm, Apartments Roxie St.
Must be included in request
*Number of Lo OR *Number of Units:240
Date:
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 8 -inch sanitary
sewer extension will tie-in to the existing 12-inch sanitary sewer system, which extends to the 24 -inch
material WSACC Interceptor Three Mile Branch 24 RCP Three Mile Branch
Which WSACC interceptor will the flow ultimately be discharged into: XX-inch material WSACC Name Interceptor
What is the WSACC manhole number that the flow will be discharged into? +I- Node 0 I eqa9
What is the quantity of lbw that will be discharged? 59,090 GPD
Fkv type:
Domestic 100 "A, E] Commercial Industrial
Name of wastewater treatment facility (WWTE) receiving wastewater:
Rocky River Wastewater Treatment Facility - Permit #NC0036269
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 he tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 23.1, must be notified 48 hours in advance of a connection into a WSACC interceptor,
WSACC will inspect connection before, during, and atter completion.
If construction is not started within to (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 fin the project.
WSACC USE ONLY:
a
DATE:
Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Approved Not Approved
Current Sewer Model shows:
E-2
APPENDIX E

State of North Carolina
Department of Environment and Natural Resources
Division of Waler Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FISE —01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
ElCity of Concord City of Kannapolis Llrown of Harrisbura EJTon of Mt, Pleasant
jCharlotte Mecklenburg Utilities
Project Title, Description, and Number of LotsfUnit:
Project Title: —Proiect# Grace's Reserve Richard E. Burrage Jr, Anderson Burrage Consulting, Inc,
Description: The engineering plans and specifications, as prepared and sealed by , NCPE, with , for the
wastewater collection system extension consisting of approximately 2,544 linear feet of 8 -inch sanitary sewer with 14
manholes and other appurtenances to serve located offlon of , with a wastewater dischar ie of GPD,
Rome 6L
What is the quantity of flow that will be discharged? 59,090 GPI)
Flow t :
Domestic 1100 % E] Commercial
"A, El Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
ntercestor connection int.
Pump Station
(Narne or Number)
HWY 6 LIFT
STATION
Firm Capacity *
NIGD
(A)
)esign Average V./ail), Flow
(iorinept)
NIGI)
0 9504 0 3802
(11) (C) (1)) (B-q?),
.Approx. Current Olidigaread Not Vet Tom! cunent HOW
verage Daily How 'Tributary Daily Flow Plus Obligated Flow
MGD NIGD MGD
0,1423 0.00
0.1423
(E:r(A-D)
Available
Capacity***
mco
0,2379
'1"he Firm Capacity daily pump station is defined as the maximum pumped flow that can he achieved with the la rges, t pump taken out of service.
"t)esign erage Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2,5,
""A Nanning Assessment ,Addendum shall he attached for each pump station located between the project connectionronneetion nthi aoi the WW"FP where Available Capacityts < 0,
Section II. Jurisdiction's Certification Statement:
1, Wilmer Melton, III, Director of Public Works, certify that, to the best of my knowledge, the ;addition of the volume
of wastewater to be permitted i,n this project: has been evaluated along the route to the receiving WSACC interceptor; and the
flow front 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 1 plus all attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect
the downstream sewer capacity.. Signature this form indicates acceptance of this wastewater flow,
L'tjOfl'Si
r/ Signa!ure
Dale
Revision Date 08;09/13

TOPOGRAPHIC MAP WJTH SURFACE WATERS
PROJECT BOUNDARY
JAANOERSQN BURRAGE
CONSULTING, INC.
454 Burrage Rd, NE [phone]
Concord, NC 28025 NC Lic, No, C-3704
PROPOSED SEWER
EXISTING SEWER
PROJECT: GRACES RESERVE APARTMENTS
ADDRESS; COLDWATER RIDGE KANNAPOLIS, NC 280
FOR. HALL GROUP, LLC
COORDINATES: ,4621 .-80.59772
250' 500'
DATE;: DECEMSER 28, 20
1000'

C IV E 004CDEN P !OW R
KA
Public
February 12, 2020
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Grace's Reserve Apartments
Sewer Extension
City of Kannapolis Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application, a digital copy (pdfs) on CD of the permit application and 'plans, along with the $480
processing fee for the above referenced project. Also enclosed is the flow acceptance letter
from the Water & Sewer Authority of Cabarrus County stating they will accept and treat the
additional wastewater at the Rocky River Regional Wastewater Treatment Plant.
The proposed extension will connect to the existing Kannapolis sewer system which extends to
the WSACC Three Mile Branch Interceptor. This wastewater collection system will serve the
proposed Grace's Reserve Apartments project.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will be installed in accordance with these Standard
Specifications*
Please call me at 704-920-4222 if you have any questions.
Sincer
Scott J. Kaufhold, PE
PURIC ,110 1. LAU R L: WAY KAN N Ar 0 LH N ,C, 2808 1
704.. 920.„4200 vvvvw KANN A poINCGOV