WQ0045690_Application (FTSE)_20240806

DWR
Division of Water Resources
State of North Carolina
RECEIVED/NCDEQ/D0YR Department of Environmental Quality
Division of Water Resources
AUG - 6 2YAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
WORDS
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: City of Kannapolis (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Alex Anderson per 15A NCAC 02T .0106(b)
Title: Director of Water Resources
4. Applicant's mailing address: 401 Laureate Way
City: Kannapolis State: NC Zip: 28081-0005
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Summerlyn Village - Phase 1B
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: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4914' Longitude:-80.6565'
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
IIl. CONSULTANT INFORMATION:
1. Professional Engineer: Robert M. ReddickLicense Number: 035747
Firm: McAdams
Mailing address: 2100 South Tryan St, Suite 400
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: reddickp_mcadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Regional Wastewater Treatment Plant Permit Number: NCO036269
Owner Name: Water and Sewer Authority of Cabarrus County
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 10-23 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(201)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If Yes provide a copy of flow reduction approval letter with this application
Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Single Family, 4BR
75 gal/BR/day
43
12,900 GPD
Townhome, 3BR
75 gal/BR/day
0
0 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,900 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12.900 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 2,807 SS
➢ 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: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: oLongitude: - °
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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (g)? ❑ Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
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 ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [:]No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Rocker ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402 "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
I . 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 Desiizn 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 proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, %IoA #L VM ►c 4 Sr , attest that this application for _,, vI P
(Professional Engineer's name from Application Item lll.l.) (Project Narrk from Appli uon Item II.I)
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 Desian Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design 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):
1, Alex Anderson. Director of Water Resources, attest that this application for Summerlyn Village Phase 1 B
(Signature Authority Name from Application Item 1.3.) (Projec tName from Application Item 1[. l)
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 retumed 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 $ I0,000 as well as civil penalties up to $25,000 per violation.
Signature: - Q _ _ _J _ _ Date: 07/15/24
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Final Audit Report 2024-07-16
Created: 2024-07-16
By: Elizabeth Hassenfritz ([e-mail])
Status: Signed
Transaction ID: CBJCHBCAABAA-126AMbs2DGChKyEw5jn_42AISgsulAa
"State of North Carolina" History
Document created by Elizabeth Hassenfritz ([e-mail])
2024-07-16 - 2:44:26 PM GMT
R'r Document emailed to Alex Anderson ([e-mail]) for signature
2024-07-16 - 2:44:33 PM GMT
Email viewed by Alex Anderson ([e-mail])
2024-07-16 - 10:03:50 PM GMT
CrQ Document e-signed by Alex Anderson ([e-mail])
Signature Date: 2024-07-16 - 10:04:09 PM GMT - Time Source: server
® Agreement completed.
2024-07-16 - 10:04:09 PM GMT
a Adobe Acrobat Sign

WSACC
ISO 140012015. AC ShrPubic Soda. I8015001209
July 17, 2024
Mr. Michael Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: Flow Acceptance Request — City of Kannapolis
Summerlyn Village Phase 113
Dear Mr. Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 46 704.795.1564 Fax
www.wsacc.org
RECElVEC/NrCDE ,jrjv;'g
AUG - 6 20241
OORESVILLE REGIONAL OFFICE
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 July 17, 2024.
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 Summerlyn Village Phase 113 located off Rainbow Drive. The referenced project
will serve 43 single family 3-bedroom lots with a total projected wastewater flow of 12,900
gallons per day (gpd). The wastewater generated by this project will be conveyed through a
proposed and existing system and then enter WSACC's system at the existing 42-inch Irish
Buffalo Creek Interceptor. WSACC acknowledges it has or will have capacity for wastewater
from the proposed development based on information provided by John R. McAdams Company,
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.C.G.S. §162A, Article 8.
If you have any questions, please call me at (704) 788-41
k"
Executive
tensio 14.
on
cc: Beth Hassenfritz, PE/Kannapolis
Wilmer Melton/Kannapolis
Robert M. Reddick, Jr, PE/John R. McAdams Company, Inc
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mayara Arnold, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date:
❑City of Concord ®City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Summerlvn Village — Phase 113 —Proiect #LEN20030
Description: The Summerlyn Village engineering plans and specifications, as prepared and sealed by Robert M. Reddick, JR., with The
John R. McAdams Company, Inc. for the wastewater collection system extension consisting of approximately 4,019 linear feet of 8-inch
sanitary sewer with 10 manholes and other appurtenance to serve 43 single family 3-bedroom lots located off Rainbow Drive, with a
wastewater discharge of 12,900 GPD.
*Number of Lots: 43 OR *Number of Units: *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 8" sanitary sewer
extension will tie-in to the existing 12" sanitary sewer system, which extends to the 42" material WSACC Irish Buffalo
Creek Interceptor.
Which WSACC Interceptor will the flow ultimately be discharged into: 42" RCP WSACC Irish Buffalo Creek
Interceptor
What is the WSACC manhole number that the flow will be discharged into? +/- Node: 011277
What is the quantity of flow that will be discharged? 12,900 GPD
Flow type:
® Domestic 100 ❑ Commercial % ❑ Industrial %
Name of wastewater treatment facility (WWTF) 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 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:
0
DATE:
Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Approved ❑ Not Approved
Current Sewer Model shows: exu_pv, .2 -,r, A 2 . ()nn
E-2 APPENDIX E

nWR
State of North Carolina
Department of Environment and Natural Resources
l3tvistan of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/23)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑ 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: Summerlvn Villaee — Phase 113 —Proiect #LEN20030
Description: The Summerlyn Village engineering plans and specifications, as prepared and sealed by Robert M. Reddick, JR., with The
John R. McAdams Company, Inc. for the wastewater collection system extension consisting of approximately 4,019 linear feet of 8-inch
sanitary sewer with 10 manholes and other appurtenance to serve 43 single family 3-bedroom lots located off Rainbow Drive, with a
wastewater discharge of 12,900 GPD.
What is the quantity of flow that will be discharged? 12,900 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.
PumpStation
Pump Station
Firm
A )
Design Average
B
( )
Approx. Current
(C)
(D) _ (B+C)
E = A-D
( ) ( )
(Name Or
Permit No.
Capacity *
Daily Flow **
Average Daily
Obligated, Not Yet
Total Current Flow
Available
Number)
MGD
(Firm/pf)
Flow
Tributary Daily Flow
Plus Obligated Flow
Capacity***
MGD
MGD
MGD
MGD
MGD
* 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 Jurisdiction's connection
point to the WSACC system where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, Alex Anderson. Director of Water Resources, 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 WSACC interceptor; and that the flow from this project is
not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station in route to the
receiving WSACC interceptor 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 plus all attached planning assessment
addendums for which I am the responsible party. Signature of this form certifies that the receiving (jurisdiction) collection system has
adequate capacity to transport the proposed new wastewater.
Alex Anderson (Jul 16, 202418:04 EDT) 07/15/24
Jurisdiction's Signing Official Signature and Title Dow
Revision Date: 08/09/13

Division of 'Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE-10/23)
(WSACC USE ONLY) Summerlyn Village Phase 1B
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 30.000
Estimated obligated flow not yet tributary to the WWTP, MGD 3.830
WWTP facility's actual avg. daily flow, MGD 22.218 (74.06% of permit)
Total flow for this specific request, MGD 0.013
Total actual and obligated flows to the facility, MGD 26.061
Percent of permitted flow used 86.87%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
PumpStation
Pump Station
Finn
(A)
Design Average
(B)
Approx. Current
(C)
d
Obligated, Not Yet
(D) = (B+C)
Total Current Flow
— A-D
(E)—( )
(Name or
Capacity *
Daily Flow **
Average Daily
g
Available
Number)
Permit No.
MGD
(Firm/pf)
Flow
Tributary Daily Flow
Plus Obligated Flow
Capacity***
MGD
MGD
MGD
MGD
MGD
RRRWWTP
NCO036269
55.440
22.176
12.494
0.727
13.221
8.955
MPS
* 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 Jurisdiction's connection point and the WWTP where
Available Capacity is < 0.
Section III. WSACC Certification Statement:
I, Michael Wilson 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 in route to the receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning assessment ere applicable. This analysis has been performed in accordance with local
established policies and proce res using the best av, Table data. This certification applies to those items listed above in Section I and
Section II plus all attached p in sessment ad e dums for which I am the responsible parry. Signature of this form indicates
WSACC's guarantee of ca ity f his wastewat r flow. Notwithstanding the guarantee of capacity, WSACC does not make a
commitment to service th' aste ter flowuntil uilding permit is requested through the Cabarrus County Building Inspections
Department A receiv pay S stem Development Fee.
� Pvlh
WSACC's Signing Official Signature (Executive Director)

PRS2020-03555 Summerlyn Village Phase 1 B
COK Sewer Flow Permit
Final Audit Report 2024-07-16
Created:
2024-07-16
By:
Elizabeth Hassenfritz ([e-mail])
Status:
Signed
Transaction ID:
CBJCHBCAABAA3jGdc-IfRIIHhgm8dWdjeQTCbfDaswk7
"PRS2020-03555 Summerlyn Village Phase 1 B COK Sewer Flo
w Permit" History
5 Document created by Elizabeth Hassenfritz ([e-mail])
2024-07-16 - 2:32:54 PM GMT
C' Document emailed to Alex Anderson ([e-mail]) for signature
2024-07-16 - 2:32:59 PM GMT
5 Email viewed by Alex Anderson ([e-mail])
2024-07-16 - 10:04:38 PM GMT
&-o Document e-signed by Alex Anderson ([e-mail])
Signature Date: 2024-07-16 - 10:04:51 PM GMT - Time Source: server
Agreement completed.
2024-07-16 - 10:04:51 PM GMT
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SUMMERLYN VILLAGE
USGS TOPO MAP
PROJECT #: LEN-20030
KANNAPOLIS, NORTH CAROLINA

July 31, 2024
North Carolina Department of Environmental Quality
Mooresville Regional Office — Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Summerlyn Village Phase 1 B
City of Kannapolis — Cabarrus County
Dear Sir or Madam:
AUC, - 6 2024
iWOORESVILLEREG ONAL OFFICE
Please find attached for your review and approval the original and one (1) copy of the permit
application along with a $600 processing fee for the subject project. Also enclosed is the flow
acceptance letter from the Water and Sewer Authority of Cabarrus County (WSACC) stating they
will accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment Plant.
Phase 113 of the subject project includes the construction of 43 single family residential lots and
associated infrastructure. The lots included in Phase 1 B are 150-174 and 177-194, respectively.
The proposed 8-inch sanitary sewer extension will connect to the existing Kannapolis sanitary
sewer system which extends to the 42-inch RCP Irish Buffalo Creek Interceptor.
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 email me with questions at bhassenfritz(a-)-kannapolisnc.gov.
Sincerely,
Beth Hassenfritz, PE
401 LAUREATE WAY, KANNAPOLIS, NC 28081
704-920-4202 / WWW.KANNAPOLISNC.GOV