WQ0040158_Application_20180723

I, chambers
_ engineering, pa
129 North First Street 704.984.6427 ph
Albemarle, NC 28001 www.c -pa.com
05/22/2018
NCDEQ— Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Re: Cabarrus County
New Southwest Elementary School
Dear Sir/ Madam,
!M i
WORDS
MOORESVILLE REGI(
RECEIVED/NCDENR/DWR
JUL 16 2018
WORDS
MOORESVILLE REGIONAL OFFICE
On behalf of Cabarrus County Schools, please find attached a Fast Track Sewer System Extension application and
supporting documents for the above referenced project. This project will serve a new facility. This sewer extension
is part of a project that will include an elementary school. Additional flow is calculated to be approximately 12,000
gallons per day. The items included with this submittal package are:
➢ Cover Letter
➢ Check Payable to NCDEQ ($480)
➢ WSACC Wastewater Flow Acceptance Form
➢ FTA 04-16
➢ USGS Topographic Map
➢ Street Level Map
➢ FTSE -01/14
➢ WSACC Infrastructure Overview Map
➢ Check payable to Town of Harrisburg ($100)
If any additional information is needed, please direct these requests to our office to ensure a timely response.
Thank you for your time and efforts on this project.
Sincerely,
9-� 50-�
Samuel J. Smith, PE
Attach: Shown above
Cc: Tim Lowder, Cabarrus County Schools

DWR
Division 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
Application Number: 40)5 (to be completed byDWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Harrisburg. NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Robert Denham. PE per 15A NCAC 02T .0106(b)
Title: Town Engineer
4. Applicant's mailing address: PO Box 100
City: Harrisburg State: NC Zip: 28075-
5. App.icant s contact information:
Phone number: [phone] Email Address: rdonhann cncharrisburgne.org
RECEIVEDINCDENRIDWR
JUL 16 2018
WQROS
MOORESVILLE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
11. PROJECT INFORMATION:
I. Project name: New Southwest Elementary School
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.28534° Longitude: -80.625330
5. Parcel ID (if applicable): 5516-42-8819
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Prof:ss. tr �.I Engineer: Samuel J. Smith, PE License Number: 40366
Firm: Chambers Engineering, PA
Mailing address: 129 North First Street
City: Albemarle State: NC Zip: 28128-_
Phone number: [phone] Entail Address: ssmith(c�ce-pa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Regional W WTP Permit Number: NCO036269
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Nuntber(s): WQ_ Downstream (Receiving) Sewer Size: 24 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00009
OwnerName(s): Water & Sewer Authority of Cabarrus County
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/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 NN/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
N 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: %Domestic/Commercial 100 % Commercial
_ % Industrial (See 15A NCAC 02T.0 103(20))
"Is there a Pretreatment Program in effect? ❑ Yes N No
6. Has a flow reduction been approved under 15A NCAC 02T.0 I 14(fl? ❑ Yes N No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(
Daily Design Flow''"
No. of Units
Flow
School with cafeteria
12 gal/student
1,000
12,000 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
12,000 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S.42A-4).
b Per 15A NCAC 02T ,0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12.000 GPD (per 15A NCAC 02T.01 14)
Y 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
1,040
DIP
8
1,005
PVC
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. 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: Longitude: - °
3. Design flow of the pump station: _ millions gallons per day (funs capacity)
4. Operational point(s) of the pump(s): gallons per minute at_ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
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.
Y 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 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(t))-
1. Does the project comply with all separations found in 15A NCAC 02'r,0305(f) & (g)
y 15A NCAC 02T.0305(f) contains minimum separations that shall be orovided 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, W S -I waters of Class 1 or
Class Il impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS -1 or WS -V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item 1X.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 sloe 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(e) contains alternatives where separations in 02T.0305(fl cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
D 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) ® Yes ❑ No
D 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
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0213.0200? ® Yes ❑ No
D This would include Trout Buffered Streams per 15A NCAC 28.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [-]No
Y 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 streanrbanks that is subject to erosion that undennines 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 ISA NCAC 02T, the Minimum Design Criteria for the Pei initting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
M Yes ❑ No
If 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:
S'L I SM
neer's name from Application Item Ill. 1.)
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. 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 1 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
````ttt 1111111�t '
c SEAL
40366
%. ��N01NE� � �•
moi. •_'• .�
C r ` v.e attest that this application for
(Signatu•e uthority's name &title from Application Item ..)
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 143-215.613, 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.
Signature: Date:—e 2 �� d
FORM: FTA 04-16 Page 5 of 5

DWRState of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord []City of Kannapolis 0 Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit: Founders Reserve
Project Title: Founders Reserve
Description: The New Southwest Elementary School engineering plans and specifications, as prepared and sealed by Samuel
J Smith NCPE with Chambers Engineering, PA for the wastewater collection system extension consisting of approximates
2.045 linear feet of 8 -inch sanitary sewer with 14 manholes and other appurtenances to serve 1 school located at 9465 Hickory
Ridge Road, with a wastewater discharge of 12.000 GPD.
What is the quantity of flow that will be discharged? 12.000 GPD
Flow type:
❑ Domestic % ® Commercial 100 % ❑ Industrial %
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Section II. Jurisdiction's Certification Statement:
I, Qi \r A- 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 1 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.
z 9
Date
Revisinn DateOR/09/17
(A)
(B)
(C)
(D)=(B+C)
(E)=(A•D)
Pump Station
Firm Capacity
Design Average Daily Flow ""
Approx. Current
Obligated, Not Yet
Total Current Flow
Available
(Name or Number)
A'IGD
(Firm/po
Average Daily Flow
Tributary Doily Flow
Plus Obligated Flow
Capacity`""
MGD
MGD
hIGD
MCD
MGD
0
The Firm Capacity of any pump station is defined as the maximum pumped Dow 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 radar not less than 1.5.
""A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the W WTP where Available Capacity is <D.
Section II. Jurisdiction's Certification Statement:
I, Qi \r A- 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 1 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.
z 9
Date
Revisinn DateOR/09/17

WSACC
IS014001:2004 • N6 Stu 0 Nit Setlu • ONSAS 180014007
Mr. Haynes Brigman
Town Manager
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
June 29, 2018
Subject: Flow Acceptance Request - Town of Harrisburg
Southwest Elementary School
Dear Mr. Brigman:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 4 704.795.1564 Fax
www.wsacc.org
This is an approval of the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the Town of Harrisburg on June 28, 2018. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
commercial wastewater from the proposed project entitled Southwest Elementary School, located near Hickory
Ridge Road in Harrisburg. The referenced project includes a 1000 -student school with cafeteria, with 12,000
gallons per day (gpd) wastewater flow projected.
The wastewater generated by this project will be conveyed through a proposed gravity system, and then enter
WSACC's system at the existing 24 -inch McKee Creek Interceptor. WSACC agrees to accept wastewater from
the proposed development based on information provided by Chambers Engineering, P.A. (Civil Engineer for the
project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and funding availability. It should be noted that the list and schedule of
CIP projects are tentative and are revised periodically to reflect changing conditions and needs.
If construction of this project is not started within two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction of this project is initiated.
If you have any questions, please call me at [phone], extension 228.
Sincerely,
�`'(�z
" J. Thomas Hahn, PE
Utility Systems Engineer
cc: Tom Polito/Harrisburg
Samuel J. Smith, PE/Chambers Engineering, P.A.
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
Division of Water Resources (FTSE-04/16)
(WSACC USE ONLY) Southwest Elementary School
Section I. Name of wastewater treatment facility (W WTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 2.377
WWTP facility's actual avg. daily flow, MGD 17.040 (64.30% of permit)
Total flow for this specific request, MGD 0.012
Total actual and obligated flows to the facility. MGD 19.429
Percent of permitted flow used 73.32%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Section III. WSACC Certification Statement:
I, 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 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 I am the responsible party. Signature of this form indicates acceptance of this
wastewater flow.
CC's Signing Official Signature
(A)
(B)
(C)
(D) - (B+C)
(E) -(A -D)
Pump Station
Firm Capacity *
Design Average Daily Flow **
Approx. Current
Obligated, Not Yet
Total Current Flow
Available
(Name or Number)
MGD
(Firm/pl)
Average Daily Flow
Tributary Daily Flaw
Plus Obligated Flow
Capacity***
MGD
MCD
MGD
MGD
MGD
Reedy Creek PS
16.500
6.600
1.506
0.416
1.922
4.678
Lower Rocky River PS
37.000
14.800
8.290
1.784
10.074
4.726
* The Firm Capacity 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 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, 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 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 I am the responsible party. Signature of this form indicates acceptance of this
wastewater flow.
CC's Signing Official Signature

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DATE: 02/18 Chambers FHngineiatring, PA
DWG. NO.: USGS CUT 129 North First St, Albemarle, NC 28091]04-984642]
NCBELS Firm License No. C-1 E
SCALE: NOT TO SCALE New Southwest Elementary School USGS Cut Sheet 1 of i