WQ0038625_Regional Office Historical File Pre 2018

Water Resources
VkRONMLN I AL 00 ALI ry
July 26, 2016
Mr. Charles Taylor, Director of Facilities
Cabarrus County Schools
4401 Old Airport Road.
Concord, North Carolina 28025
PAT .MCCRORY
kt7/11-Jr
DONALD L. VAN DER VAART
S. JAY ZIMIVIERMAN
Dirccor
Subj : Permit No. WQ0038625
Cabarrus County Schools
New Early College - Modular Building Additions
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Taylor:
In accordance with your application received July 26, 2016, we are forwarding herewith Permit No.
WQ0038625 dated July 26, 2016 to Cabarrus County Schools (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall he
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Perrnittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina Environmental Quality Water Resources V Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704 663 1649

If you need additional information concerning this
via e-mail at ri.tuvia ncdenr. ova,,
Sincerely;
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Wanda Fuller P.E. (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
PIea
e contact ° 'uvia at (704) - 1 0 or
Page 2 of

Environmental
Qualiry
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Cabarrus County Schools
Cabamis County
for the construction and operation of approximately 79 linear feet of 6-inch gravity sewer; for the
Cabarrus County Schools, and the discharge of 1,875 gallons per day of collected wastewater into the
Water and Sewer Authority of Cabarrus County existing sewerage system, pursuant to the application
received July 26, 2016, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained 'therein.
W. Corey Basinger, Regional. Siipervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038625
Permit Issued: July 26, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Cabarrus County Schools is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A, NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 1,875 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.0110]
3 This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(h)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
g.
A general observation of the entire sewer system shall be conducted at least once per year.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with I 5A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215, I C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both comrnercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control, [G.S. 143-
215.1C(al)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the forrn is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
13. (inc copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with film supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the li
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11, In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities,
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CABARRUS COUNTY SCHOOLS
PERMIT WQ0038625
PROJECT: NEW EARLY COLLEGE - MODULAR BUILDING ADDITIONS
ISSUE DATE: JULY 26, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Peimittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
designlconstruction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
inted Narne, Titie
S ignature Date
ENG,INEER' CERTIFICATION
, as a duly registered Professional EnAjneer in the State of North Carolina,
having been authorized to observe ([11 periodically, El weekly, Li full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
El Final E Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

f 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 Numbe o be completed by DWR)
All items must be completed or the applic tion wiU be returned
I. A PLICANT INFORMATION;
Applicant's name: RCCC Cabarrus Co. Schools (company, municipality, HOA, utility, etc.)
Applicant type: Individual
D Federal
Signature authority's name:
El Corporation
State/County
111 General Partnership Privately -Owned Public Utility
Municipal Other
per I5A NCAC 02'T .010(20)
Title: Charles Taylor, Director of Facilities, Cabarrus County Schools
Applicant's mailing address: 4401 Old Airport Rd,
City: Concord State: NC Zip: 28025-
Applicant's contact information:
Phone number: [phone] Ernail Address: Charles.Taylor3@caban-us.k12,nc.us
IL P OJECT LNFORMATION:
1. Project name: New Early College - Modular Building Additions
2. Application/Project status: Proposed (New Permit)
fa modification, provide the existing permit number: WQ00
Ej Existing Permit/Project
and issued date:
f new construction but part of a master plan, provide the existing permit number; WQ00
County where project is located; Cabarrus
Approximate Coordinates (Decimal Degrees): Latitude: 80.611969' Longitude: -35.41824'
Parcel ID (if applicable): 56119180530000
(or Parcel ID to closest downstream sewer)
NSULTANT INFORMATION:
Professional Engineer: Wanda G. Fuller License Number: 19220
Firm: Fuller Consulting5eryices
Mailing address: 3055 Winding Trail
City: Matthews State: NC Zip: 28105,-
Phone number. [phone] Email Address: wanda.g.fuller@g ail.com
IV. STEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Facility Name: Rocky River WWTF Permit Number: NC0036269
Owner Name: WSACC
V. R CEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQ- unknown (Coe Dwg. Ref. SPH1040) Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): City of Concord
FO FTA 04-16 Page 1 o

PrVI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
D Yes DNo L]N/A
e Applicant is a Developer of lots to be sold, has a Developer's Operatioual Agreement (FORM: DEV) been attached?
El Yes EINo N/A
e Applicant is a Hq IProperflOwners Association, has an Operational Agreement (FORM; HQA) been attached?
DYes 0No N/A
Origin of wastewater: (check all that apply):
El Residential Owned
Residential Leased
School / preschool / day care
D Food and drink facilities
Ei Businesses (offices / -factories
D Retail (stores, centers, malls)
0 Retail with food preparation/service
O Medical / dental / veterinary facilities
Church
Nursing Home
Nature of wastewater : 100 % Domestic/Commercial % Commercial
% industrial (See I 5A NCAC 02T .0103(20))
1.--Is there a Pretreatment Program in effect? Lil Yes No
s a flow reduction been approved under 15A NCAC 02T .0114(0? Yes [31No
If yes, provide a copy of flow reduction approval letter
Summarize wastewater generated by project:
0 Car Wash
0 Hotel and/or Motels
0 Swimming Pool /Clubhouse
J Swimming Pool/Filter Backwash
Other (Explain in Attachment)
blishment Type (see 02T.01 I 4(1)
om / Cafeteria - no food prep-125
tudents
Daily Design Flow a,b
15 gal/student
gaU
gal/
gal/
gal/
gal/
No. of Units Flow
2 1875 GPD
GPD
GPD
GPD
GPD
GPD
Total 1875 GPD
See I5A NCAC 02T 01 14(1)LO). (e)( 1 ) andfor caveats to wastewater design flow rates (Le., 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 deUmed in Ci.S. 42A-4),
Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114J shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
ewater generated by project: 1875 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
Other (Explain):
FOR ; FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & M
I: Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
6"
Material
avitv Sewers):
791 DIP
Section II & of the MDC for Perrnitting 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 StalionslForce Mans:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
3.
Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: -
Design flow of the pump station: millions gallons per day (firm capacity)
Operational point(s) of the pump(s); gallons per minute at feet total dynamic head (TDH)
Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
Power reliability in accordance with 15A NCAC 02T .0305(h)( I ):
LI Standby power source or pump with automatic activation and telemetry - I5A 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)( I )(C)
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(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.
FOR 'A 04-16
Page 3 of 5

6.
SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
Does the project comply with all separations found in 15A NCAC 02T .030_510A(g)
A NCAC 02T.0305 tains minimum seprations that shall be provided for sew
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
ter mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines h n ed over sewer)
**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
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB fi-om normal
high water (or tide elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
ys
M S :
"on R
18 inches
10 feet
18 inches
2 feet
100 feet
Any basement
Top slope of embankment or cuts of 2 feet or mor
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
50 feet
0 feet
10 feet
5 feet
10 feet
36 inches
)0 15A NCAC 02T.0305(g,) contains alternatives where separations in 02T.0305(11 cannot be achieved.
) **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
) If noncompliance with 0 T 0305(t) or (u)„, see Section X of this application
es 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 Ej No
Yes 0 No
s the project comply with all setbacks found in the river basin rules per 15.A NCAC 02B ,.02.00°1 Yes El No
This would include Trout Buffered Streams per 15A NCAC 2E3.0202
Does the project comply with an individual 404 Permit or any 401 Certifications? Yes 0 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 & Butler Permitting Branch
Does project comply with 154 NCAC 02T.0105(c)(6) (additional permits/certifications)? Yes 0 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.).
Does this project include any sewer collection lines that are deerned "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.
ElYes 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.
FOR?: FTA 04-16
Page 4 of 5

X. CERTIFICATIONS:
L Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria far the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes LINo
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.
Professional Engineer's Certification:
(Professional Engineer's name from Application Item 111.1.
attest that this application fo
as been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
ngineering 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
inimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
rmitting 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 143-215.68, 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:
Appli 's Certification A NCAC 02T -0106(b):
' LL)117
(Signature Authority'sname & title from Application Item L3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of nny 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 —rn ac
statement, repr
include a fine n
Signature: /
with General Statutes 14-3-215,6A and 143-215.6B, any person who knowingly makes any false
n, or carification in any tion package shall be guilty of a Class 2 misdemeanor, which may
eed $4,009s w penalties up to $25,000 per violation.
Date:
FO
"*. FTA 04-16
Page 5 of 5

Page 1 of1
FULLER CONSULTING SERVICES
3055 Winding irrail; :Matthews, :AtC 28105
[phone] Office (704) 622-652o Celt
wandd.gfutTer4gmaitcorn
Firm License # F-1196 ,NCTE # igo
July 5, 2016
Private Water and Sewer Extension Permits, Modular Classroom and Cafeteria Additions
New Early College, Rowan Cabarrus Community College
660 Concord Parkway N., Concord, NC, Parcel # 561149180530000
Private Water and Sewer Narrative:
The site is a 10.89 ac, site located at 660 Concord Parkway N., situated behind an empty Radiator car
service business that faces Concord Parkway N, and abuts Parkway Ave. NW on the NW property line
and Lizzie Ct* on the SE side of the property.
The existing use is a Business Technical School, approximately 38,900 sf of building area and
associated parking. The two (2) new modulars are for the New Early College. These modulars are for
a 6506 SF Cafeteria / Vending area. There will be no food preparation in this Cafeteria, The 2
building is a 10,387 sf classroom building.
There is an existing 2" waterline tap, at the end of the parking area on Parkway Ave. NW that is to be
utilized for these prop. Modulars* A proposed 2" Water Meter and 2" RPZ Aboveground Backflow are
proposed on the proposed 793± If of 2" water line, along with all the associated bends, gate valves,
tees and all other appurtenances.
There is an 8" public sewer trunk running through the site and with an ex. 6" sanitary sewer lateral
stubbed out for the use of these two (2) modulars. There is approximately 78 If of 6°' sanitary sewer
lateral to be extended from the ex. 6" lateral to the proposed modular buildings, with a clean -out at the
split of the lateral lines to each building; and a 4" reducer at each of the proposed modular tie in points
Generated water and sewer quantities are based on 125 students, total in both buildings, x 15 gpd per
student = 1875 gpd
The reason for the private water and sewer permits being needed, is to allow both the proposed
modular buildings to be serve off the same 2°' water tap and the same 6" sewer lateral tap. The City of
Concord has recently revised their water and sewer policy to require a separate water tap and meter
and sewer tap for each building.
This project is in a real time constraint. The school needs the buildings open and operation by
August 15, 2016 of this year. We would appreciate any help in a quick review.
Please call or email any questions or needs to the numbers above.
Wanda G. Fuller, PE

!KM 9180530000
TOPOGRAPHIC MAP - NEW EARLY COLLEGE
MODULAR BUILDING ADDITIONS
Oilivevaraort
CAMOVirr1
\
Ok,
7.;
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Property Real ID 04-118 -0002 00
Physical Address: 670 CONCORD PKWY N CONCORD NC 28027
Owner Name 1: CABARRUS COUNTY
Owner Name 2:
Mailing Address: P 0 BOX 707
Mail City: CONCORD
Mall State: NC
Mail Zip: 28026
Parcel P IN
Land Units
Land Units Type
Calculated Acreage
Land Value
Building Value
Assessed Value
Market Value
Ciaberrus County shall not bet held fable for aay errors in rho Map Created By Cabarrus County tI Department
data reptesenteel on this record. This includes errors of ornissbn
commission,. concerning the content of the dile Ina relative Data Sources: Cabarrus County Land Records
positional accuracy of tta date, The data cravat be construed to
be a legal deraiment Primary becilLEIS (Tarn wrich this dale was Sources' Ern,. FIEFtE, De forme, Intermag. increment P Corp, GEr3 CO,
corniralea mits1 raamuted torvesticattan US GS. FAO, NIPS •NRCAN, Go€ase IGN Kaaaster NL, Ordnance Surrey,
or inform represented on. this map document Esri Japan MET1, Esri China (Hong Kerraii, swisstopo, Megmylndia,
Open&reatMsp cored:titers, and the GIS User Community
56119180530000
10.89
AC
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927830
2216850
3264680
3264680
118,056
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0 015 0 5 1 m
Drier II-1 oni

9180530000 AERIAL VIEWOF SITE
Property Real 10 04-118 -0002 00
Physical Address: 660 CONCORD MOWN CONCORD NC 28027
Owner Name 1: CABARRUS COUNTY
Owner Name 2:
Mailing Address: P 0 BOX 707
Mail City: CONCORD
Mall State: NC
Mail Zip: 28026
Cabe IILLS °aunty shall net be held id bre fry 2r1 y mos rn the
data represented oaths record Thas rnblb des evors omessorr
oderarissren, coacereht) the content of the Odra, and re4alirre
tmstrierol xraracy or the data The data Gamut be our stvued lo
be elegel docwnert PbaterY SOUPCRS ItCr't Wh.Cf, dos data was Sourca Esrt UrgtalGbbe, Get* ye, EarttErtar GeNraphrcs, CNESIArreus
ampned must be oenset iorvenfrcatren DS, MGS, AEX Gebnapping Ppd. GN, IGP swisslopo old the
of mks -matron represented or thrs map drcarnerr GIS User Cornornurity
Parcel PIN
Land Units
Land Units Type
Calculated Acreage
Land Value
Building Value
Assessed Value
Market Value
56119180530000
10,89
AC
10,740218
989686
2633480
3746810
3746810
Map Created By Cabarrus County IT Department
Data Sources: Cabarrus County Land Records 1:2,257
0.0175 0035 0,07 it
0,03
006
012 m

NC Surface Water Class, mations
2k t
Surface Water Classifications.
w
13-17-9-(2)
Irish Buffalo Creek
From Kannapolis Water
Supply Dam to Rocky
River
C
August 31, .1.974
Yadkin Pee -Dee
^I i:n(mo

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
WSACC
ISO t400t204 . NC St3r Puo
W. Brian Hiatt
City Manager
City of Concord
P. G. Box 308
Concord, NC 28026-0308
Subject:
Dear Mr. Hiatt.
July 18, 2016
Flow Acceptance Request - City of Concord.
RCCC Early College Modular Addition at RCCC Cabar
Office: 232 Davtdson Hwy.
Concord, NC 28027
Mail to RC0. Box 428
Concord, IBC 28026.0428
704 861783 4 704 795 15.64 Fax
WA/ . usacc org
Business & Techo Center
This is an approval of the flow acceptance request that was received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Concord on July 15, 2016. 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 RCCC Early College Modular Addition at RCCC
Cabarrus :Business & Technology Center. The referenced project will serve an addition of classrooms and
cafeteria facilities serving 125 students, with a' projected total wastewater flow of 1,875 gallons per day (gpd).
The wastewater generated by this project will be conveyed through a proposed 6-inch gravity system, through an
existing gravity system, and then enter WSACC's collection system at the existing 48-inch Irish Buffalo Creek
Interceptor, WSACC agrees to accept wastewater from the proposed development based on information provided
by Fuller Consulting Services (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 licy 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. At this time there are no scheduled upgrades in
the current six year CIP to WSACC facilities located downstream of this proposed project. 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 quest
e
cc: Sherri Moore/Concord
Wanda G. Fuller, PE/Fuller Consu
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
704) 786-t783, extension 228.
8
Sincerely,
J. Thomas Hahn, P.E.
Utility Systems Engineer

tots/Unit:
tar Addition at RCCC Cabar
C
DC
WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Lion Requesting Flow Acceptance:
of Concord OCity of Kannapols Drown of Harrisburg ©Town of Mt. Pleasant
totte Mecklenburg Utilities
Project Title, Description, and Number o
Project Title: C a Col Mod
Project #2016437)
Description: TheRCCC Earl .Y College Modular Addition t,RCCC Cabnrrnsu i Centcr
engineering plans and specifications, ai prepared aid sealed by Wanda C. ,Fuller, NcP
for the private wastewater collection systenn extension cgn;istipg of approximately 79 lj
sewer with cleanouts and other appurtenances to serve 125 student and the 6,506 'Sq, .ft..
• ntoclular classroom located off of Parkway Avenue NW, wi h a wastewater discharge of 1.2
Date: July 12, 2016
Tec
Technatosv
Fulj r Consulting Sf vices,
et of 6-inch gravity $ nitary
)air cafeteria and 10,387 sq.
75 GPD.
C
Number of Lots: 1 OR *Number of Units: *Must be included in request.
Where will the new tine 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 tine to which the new sewer line will connect: he proposed private 6-inch sanitary
ewer a tension wil tic -in to the existing 8-inch sanitary sewer sy;) ywhich extends to the 48•'nch RCP 'WSACC Irish
buffalo Creek Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 48»anch CI' WSACC high uffe10 Creek
interceptor
What is the WSACC manhok number that the flow will be discharged into? +/- Node: 011141
What is the quantity of flow that will be discha.
Flow type:
© Domestic rr* Coatmer
1.875_G PD
cial 100 v © Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater;
Rocky River Wastewater Treatment Facility — Permit 9NC0036269
Muddy Creek Wastewater Treatment Facility Permit i 140) l81621
Design drawings of new lines will be submitted to WSACC with the request for acceptances 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.
f rkrt tawarlion is not started within two (2) year from the date of approval of the flow acceptance for this pro, ea:t, sloe
approval l rr bided and a second request and approval will be required for the project
ACC U'SF ONLY:
DAT
Current sewer model shows an Interceptor as being surcharged south of the rnanhole i.n question,
Approved i,to,9,e,�.�.�'�,!��a �__.�..
Not Approved
Current Sewer Model shows: q,Tyw a t" .. GJ3,t', ,;^.s.,•A

len of Watt r Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) RCCC Early College Modular Addition of RCCC
Cabarrus Business & Technology Center
Section I.. Name i f wastewater treatment facility (WWTF) receiving wastewater:
ocky River Wastewater Treatment Facility —Permit #NC0036269
uddy Creek Wastewater Treatment Facility — Permit #NC0081621
W Vit iP facility's Pertnit#ec1 flowfi 1 a1GD
Estitaiate t bligated
WWTP foci{itys actual avg, daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the fae
Percent of permitted flow used
7tl,8A%
Section 11, Pump stations along the route from the Jurisdiction's connection point to the WWTP,
Pump Station
Number)
TP MPS
Cavity
.44O ?2.176
(A)
Kat tasty Fin
Capacity of any pump &cation is defined as ttie sou iaatcao ptxos
ow is ttlle Owns capacity of the pump station divided by 'a pralussd factor not less than 23
11 ttnttac� ft r melt atutntt stet€oft Roeated tsettiween tbe
(C) tnt (B+C)
Noi Yet Total Correia Flow
ityFbw Pkcs obligated Row
MGU
AaAl}
Capacity.,,.
0,213 f 1.393 IO583
n lid WSACC Certification Stater
1, J , Thomas Hahn, PE, certify that, to the best of my knowledge, the addition of the volume of wastewater to be perini led
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 purrtp 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 1 and Section 11 plus all attached planning assessment
addendums for which, to the best of my knowledge, wilt not adversely affect the downstream sewer capacity. Signature
of this form indicates acceptance of this wastewater flow.
WSACC 's Signing 00cie l Signof re
Revision Date: O /O9/13

State of North Carolina
Department of Environmental Quality
Division or Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
RCCC Early College Modular Addition at RCCC Cabarrus Business & Technology
Center —(CoC Project #2016-037)
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord EiCity of Kannapolis EITown of Harrisburg LjTown of Nit. Pleasant
EiCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: RCCC Early College Modular Additioa at RCCC Cab rus Business & Technology Center -(CoC Project #2016-
037)
Description: The RCCC Early College Modular Addition at RCCC Cabarrus Business & Technology Center engineering
a d 'flcations, as prepared and sealed by Wanda G. Fuller, NCPE. with Fuller Consulting Servicesfor the private
wastewater collection system extension cojstinz of approximatelv 79 linear feet of 6-inch gravity sat 'tar ewer w' cleanouts
and other appurtenances to serve 125 students and the 6,506 q. ft. modular cafeteria and 10,387 sq. ft. modular classroom located
off of Parkway Avenue NW,with a wastewater discharge of 1,875 GPD,
What is the quantity of flow that will be discharged? 1 875 GPI)
Flow type:
El Domestic Commercial 100
Industrial
Section 1 - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connectionpoint.
(A)
Pump Station Firrn Capacity * Design Average Daily Flow ** Approx. Current
(Name or Number) MCI) (Firm/p0 Average Daily Flow
MGO htfall
(13)
(C)
Obligated, Not Yet
Tributary Daily Flow
hiGD
(D) ("B+C)
Total Current Flow
Plus Obligated Flow
NIGD
" The Firm Capacity of any pump station is defined as the maximum pumped :flow that can be achieved with ihe largest pomp taken oat or service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not leis than 2.5,
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and he
Ayihb1e C
E)=(A-D)
Availabk
Capacity***
MCI)
Section H. Jurisdiction's Certification Statement:
1, M. Sue HydetNCPE, 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 form indicates acceptance of this wastewater flow.
5L-k
Jurisdiction's Signing Official Signature Date
Revision Date: 0S/09/13

NORTH CKOLNA
H4jli Performance' Living
0111151111111
'4(
Cabarrus Co. Schools
Mr, Charles Taylor
Director of Facilities
4401 Old Airport Rd.
Concord, NC 28025
P) 704-262-6193
Chuck.taylor3acabarrus.k12,nc.tis
850 Warren (2. Caatel (
July 21, 2016
IX
, Conconj, .NC 28026-vrtivtoncordnc.gov
SUBJFCT City of Concord Willingness to
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: RCCC Early College Modular Addition at RCCC Cabarrus
Business & Technology Center
City of Concord Project 14 2016-037
Receipt Date: July 21, 2016 (WSACC Response dated July 18, 2016)
July 6, 2016 (Drawings)
Engineering Plan Seal Date: July 5, 2016
WSACC Rocky River WWTP — NC0036269
_ of Concord, Cabarrus County, North Carolina
Dear Mr. 'Taylor:
This letter is to confirm that on July 6, 2016, our office received the RCCC Early College
Modular Addition at RCCC Cabarrus Business & Technology Center engineering plans and
specifications, a digital copy of the engineering plans, and private wastewater collection system.
application, as prepared and sealed by Wanda G. Fuller, NCPE, with Fuller Consulting Services, for the
private wastewater collection system extension consisting of approximately 79 linear feet of 6-inch
gravity sanitary sewer with cleanouts and other appurtenances to serve 125 students and the 6,506 Sqft,
modular cafeteria and 10,387 sq. ft. modular classroom located off of Parkway Avenue NW, with a
wastewater discharge of 1,875 .GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 1,875 GPD based on the information indicated on the
NCDENR Fast Track application for the project. The City of Concord, however, will not guarantee the
acceptance of any additional requests, revisions, deficiencies, or expansions that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, and/or calculations associated
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS
IN DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS
Engineering
Phone [phone] • Fax [phone]

ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. Tiff SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All
applicable 'permits associated with this project must be obtained and copies must be presented on site
prior to commencement of the work.
IMPORTANT: Cabarrus Co, Schools must submit a copy of the NCDENR-Division of Water
Quality, 'Non -Discharge approval letter and authorization to construct permit and a copy of the engineer's
,final certification to the. 'City- of Concord priorto interconnection with the City of Concord's public
wastewater collection system. The City of Concord must be present to observe the connection of this
private system, in order to meet the Standard Specifications for Wastewater Collection and Water
Distribution for Cabarrus County. Contact Gary Stansbury, Construction Administrator. at (704) 920,-
5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 1,5A
NCAC 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable. This does not constitute an acceptance of any part of the project that
does not meet North Carolina Administrative Code Title 15A, 02T.0300, as applicable. Failure to comply
may result in penalties in accordance with North Carolina General Statute §1,43-215.6A through §143-
215,6C, construction of additional or replacement facilities, and/or referral of the North Carolina -
licensed Professional 'Engineer to the licensing board.
Please he aware that the City will not assume any responsibility for the operation and
maintenance of the subject private wastewater collection System that is located on the property beyond
the public utility easement/rights-of-way.
Cabarrus Co, Schools will be responsible for complying with the regulatory requirements in
accordance with North Carolina Administrative Code Title 1.5A 02T,0300, the maintenance and
operation of the private wastewater collection system, and obtaining the required permit approvals
associated with the private wastewater collection system. Please review this section of the
Administrative Code prior to submitting your ,application to the State, Utile permit applicant is unable to
perform all of the operation and maintenance duties required by the State's Administrative Code, a
private wastewater collection system extension should not be requested.
The City reserves the right to disconnect the subject, wastewater collection system and potable
water service from the City of Concord's public system if improper operation and maintenance of the
private system violations of any Federal, State or local regulations, ordinances, or policies.
After the private wastewater collection system has been constructed and prior to water service
activation, Cabarrus Co, Schools must complete the NCDENR„ DWQ regulatory requirements in
accordance with North Carolina Administrative Code 15A NCAC 2T for final approval and the Cabarrus
Co. Schools' engineer must certify that the private wastewater collection system has been installed in
accordance with North Carolina Administrative Code 15A NCAC 2T, A copy of the engineer's

atitan , private gystetrtfinal approval a eptane cr, rtd corr s t ttd nc s as applicablet Lust be
subr is d to the City of Concord,
1y,
it) of Con ord
ii.Sue1
le, PE
Engin
Date
°ACC Approva1 Lode t rtai 1.
CT -1 tt`07 signed by Bare bd. tt =r3
SE-1010r signed b1 it'trnth1 .33
*2€0 t n-or:
onsultin toes
Wand a . f idler,PE
3055 Wu 2
Matth pro, NC:
Pi 704-622-6520
Wan g, ull'r g'
Tit cat as A. Back Engin
Gary Stansbury, (or;ttr
M. Su tty te, Dint r of Engmecnn ,1
Sit
City of `oncord
Thom
Engine
NV',_
s A. Bach, Pl
ring
Resources, is a tati con rd isgots
Date

From:
Phone:
FULLER CONSULTING SERVICES
3055 Winding Trait, Matthews, NC 281°5
(704) 845-286o O/trace
04) 622-652o Ceti'
wanda.A.l [e-mail]
Tin smittal
Wanda Fuller
704-622-6520 cell
To: Mr. Barry Love, Ori Tuvia
610 East Center Ave., Suite 301
Mooresville, NC 28115
Phone: [phone]
Dept. Fast Track Sewer Periing
Company Name: NCDEQ
©7/25/ 16
RE: Modular Addition New Early College, Rowan-Cabarrus Community School
I st Submittal
Private Sewer Submittal — NCDWQ
o 2 sets of Utility Plans, 2 apps.
o 2 narratives, 2 topos, 2 water classifications
O Check for $480.00
Hi Barry and Ori,
If there is anyway to help us expedite this review, that would be great. We found
out just about 2-1/2 weeks ago that we would have to go thru your review for the
6" sewer laterals. I talked with Barry already. This modular needs to be open and
done by Aug. 15., 2016 for school to start. Please let me know if there is absolutely
anything you need, and I'II deliver it to you. Thanks so much. Wanda
Urgent II For Review
Please Comment Please Reply P1 Please Recycle

Permit Number W410038625
Central Res: APS SVVP
7/2612016
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Printery Reviewer
orttuvia
Coastal SWRille
Permitted Flow
1,875
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1,00 iridividuat
Permit Contact Affiliation
Facility Name
New Early College- Modular Building Additions
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name
RCCC/Cabarres Co Schools
Dates/Events
Owner Type
Government - County
Owner Affiliation
Charles Taylor
1 Old Airport Rd
Concord
NC 28025
Ong Issue App Received Draft Initiated
Scheduled
Issuance
Public Notice issue
Effective Expiration
7126/2016 7125/2016 7/26/2016 7126/2016
,Regulated Activities
School
Wastewater collection
Qtdfall
Waterbody Name
Requested /Received Events
Additional inforrrietion requested
Additional infommtion received
Streamindex Number Current Class Subbasin

Wc'ter Resources
ENVIRONMENTAL QUALITY
May 3, 2016
Mr. Charles Taylor, Director of Facilities
Cabarrus County Schools
4401 Old Airport Road.
Concord, North Carolina 28025
SUBJECT: Final Engineering Certification Acknowledgement
New Early College - Modular Building Additions
Permit No. WQ0038625
Permitee: Cabarrus County Schools
County: Cabarrus
Dear Mr. Taylor:
PAT MCCRORY
nor
DONALD R. VAN DER VAART
FiIVreirtrt
S. JAY ZIMMERMAN
ector
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 8/17/2016. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Perrnittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.orWweb/wq/swp/ps/es/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
[e-mail].
cc: Ms. Wanda Fuller P.E. (
Central Files
MRO
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
P '
State of North Carolina I Environmental Quality I Water Resources
610 E. Center Avesue, Suite 301, Mooresville, NO 281 t 5
Phase', 704-663-1694 \ internist: srAvvi.esdenr,goit

FAST TRACK SEWER ENGINEERING cERflFIcATION
PM; iVEDINCOINR/DWR
WQR OS
PERMITTEE: CABARRUS COUNTY SCHOOLS
M 00 R E 5 CI 10 NAL 0 r15 C
PERMIT#: 'WQ0038625
PROJECT: NEW EARLY COLLEGE - MODULAR BUILDING ADDITIONS
ISSUE DATE: JULY 26, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition '7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the .Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the .permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking ail partial certifications up
until a final certification is received by the Division. A Final Certification shall he a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the r f&csional Engineer below has provided applicable
design/construction information to the Fermin d th erm' ee pre to operate & maintain the
water collection system permitted here r portifs
Printed Name, Title
iti-ytok
Signature Date
ENGINEER'S CERTIFICATION
1, pe
IA i aankt cc/. , as a duly registered Professional Eineer in the State of North Carolina,
having been authorized to bbserve (0 periodically, [1] weekly,
ime) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; I 5A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
LJ Partial (include description
Certification Comments/Qualifiers (attach if necessary):
/41
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX. [phone]

PAT MCCRORY
DONAL R, VAN DER VAART
S. JAY ZIMMERMAN
Water R sour c eS
ENVIRONMENTAL T;LIALITY
As built check list (reference 2T .0300)
Reviewed By: ('
Review Date
,/
Project Name:
WQ#:
I) As -built has been signed, sealed, and dated by an N.C. PE Ves 0 No
Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). Yes 0 No fl N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T,0305(11)). 0 Yes 0 No N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). 0 Yes E No [KJ N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file,
5) Project contains high priority lines (15A NCAC 02T .0402(2)) 0 Yes [I] No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
( I Original length of pipe — As built length I / Original length) < 10%.
If no application need to be modified
it if
Li I )
r Yes n No
Stale of North CarolinalEnvironmental Quality Water Resources Water Quality' Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville,hlorth Carolina 28115
704 663 1699

FULLER CONSULTING SERVICES
3055 lwir ding 'Trail, ?Matthews, NC 28
(704) 845-286o Dice
(704) 622-652o Celt
wancdu.g:f u Ifer@gmair coat.
Transmittal
From: Wanda Fuller
Phone: [phone] cell
To: Ori Tuvia
610 East Center Ave., Suite 301
Mooresville, NC 28115
Phone: [phone]
Dept. Fast Track Sewer Permuting
Company Name: NCDEQ
08/16/16
RE: Modular Addition New Early College, Rowan-Cabarrus Community School
AsBuilt Submittal
Private Sewer Submittal NCDWQ
o i sets of As -Built Plans
o I certification
0 I C D
Hi Ori,
We are still under extreme pressure to get these modulars open. Here are the as-
builts. Please let me know if you need anything at all to process this. Thanks so
much for all your help. Wanda.
Urgent • For Review
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