WQ0040325_Regional Office Historical File Pre 2018

October 10, 2018
Mr. Kent Reid, Director of Design and Construction
Central Piedmont Community College
P.O. Box 35009
Charlotte, NC 28235-5009
Subject: Permit No. WQ0040325
Central Piedmont Community College
CPCC Merancas Phase IV Classroom Building
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr, Reid:
In accordance with your application received October 1, 2018, we are forwarding herewith Permit No.
W00040325 dated October 10, 2018, to Central Piedmont Community College (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions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 1.5A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee 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.
North Oarolinr wDepartrnent f =; v r ,w nt ; aiity (E owsskon o Nat r Resources i Water Quality Regroonel Opera'tsws
Mooresville Reg;c„aI OM:
Avenues, Suite 3
4-663-169
ooresysile, North Carolina 28115

Ifany 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 written petition, conforming to Chapter l5O8ofNorth Carolina General
Statutes' and filed with the Office of Administrative Hearings, 8714 Mail Service Center, Raleigh, N[
27699'6714. Unless such demands are made, this permit shall befinal and binding.
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
��m����
[A44� f/ PU+A4
��o��c�
for
byW.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, WCDE[l
cc: Lester Barnes, P.E. (c-copy)
Charlotte Water (e-oopy)
Tommy Rowland (e'mpy)
Regional Office Files
Water Resources Central Files
PER[S(p-copy)
2

t.
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
Central Piedmont Community College
Mecklenburg County
for the construction and operation of approximately 159 linear feet of 6-inch gravity sewer and 214 linear
feet of 2-inch force main to serve a 997 student school and retail area as part of the CPCC Merancas Phase
IV Classroom Building project, and the discharge of 10,273 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received
October 1, 2018, 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 Environmental Quality 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.
,—flocuSigned by:
A4,14tiv HP
L_—F161 FB69A2DB4A3...
for
byW. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040325
Permit Issued: October 10, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
Central Piedmont Community College 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 Charlotte Water McDowell Creek
Wastewater Treatment Plant in accordance with Permit Number NC0036277.
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
No flow in excess of the quantity permitted herein, 10,273 gallons per day, 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.3304(b)]
2. This permit shall become voidable unless the agreement between Central Piedmont Community
College and Charlotte Water for the collection and final treatment of wastewater is in full force and
effect. [15A NCAC 02T.0304(h)]
II. STANDARD CONDITIONS
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; GS 143-215.1(d3)]
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.41101
4

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. 1f an individual
permit is not required, the following performance criteria shall be met: 115A NCAC 02T .0108(b)]:
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 are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
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 commercial 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.
3. 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.
5

Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the rnap, which shall be maintained for the life of the system.
5. 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
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 I 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 II of Form CS-S50 (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
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)1
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 form 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.

b. One 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 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 firm 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 life 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 §143-215.6Athrough §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)]
7

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 may be
required by the Division orany other Federal, State' of Local government agencies. [G.l 143'

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Central Piedmont Community College
WQ0040325
CPCC Merancas Phase IV Classroom Building
October 10, 2018
This project shall not be considered complete nor allowed to operate in accordance with 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
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
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. 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 Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
!, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ([1 periodically, ❑ weekly, 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:
Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional office' 610 East Center Avenue, Suite 301 I Mooresville, l forth Carolina 28115

Dl wlslon of Water Resources
State of North Carolina
Department of Environrnental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number
to be completed by DWR)
All items ntust be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Central Piedmont Community College (company, municipality, HOA, utility, etc.)
2. Applicant type: El individual 0 Corporation © General Partnership 0 Privately -Owned Public Utility
0 Federal © State/County LJ Municipal
3. Signature authority's name: Kent Reid per 15A NCAC 02T .0106(b)
Title: Director of Design and Construction.
4. Applicant's mailing address: P.O. Box 35009
City: Charlotte State: North Carolina Zip: 28235-5009
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail].
Other
RECEIVEDINGi
PROJECT INFORMATION:
I. Project name: CPCC Merancas Phase IV Classroom Building
2Application/Project status: Proposed (New Permit) 0 Existing Perm it'Project
Ka modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.39333' Longitude:-80.84083'
5. Parcel ID (if applicable): 01742107
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Lester A. Barnes License Number: 040973
Firm: Alfred Benesch & Company
Mailing address: 2359 Perimeter Pointe Parkway, Suite 350
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: lbarnes a,benesch.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McDowell Creek Wastewater Treatment Plant Permit Number: NC00036277
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
ystenn Wide Collection. System Penrtit?umber(s) (if applicable): WQCS
Owner Name(s):
Downstream (Receiving) Sewer Size: inch
FOAM: FTA 04-16 Pace 1 of 5

VI. GENERAL REQi1IREMENTS
1. if the Applicant is a Privately -Owned Public lJtility, hats a Certificate of Public Convenience and Necessity been attached?
El Yes ONO I'N/A
2. lfthe Applicant is a Developer of lots to be sold, has a Dcvcloper's C) erational Agreement (OOR€ DE ' been attached?
© Yes
N/A
If the Applicant is a FEome; Property_ Owners Asti tr ti n h s anC) Brat onal AgrCe
0 Yes DNo ®N/A.
4, Origin of wastewater: (check all that apply):
O Residential Owned © Retail (stores, centers, malls)
O Residential Leased 0 Retail with food preparation/service
School ,$` preschool day care Medical dental veterinary facilities
Food and drink facilities [I Church
© Businesses / offices / factories Nursing Home
e of wastewater
100fl Comrnercia
n,o Industrial (See 15A NCAC 2`l° .t110,3(20))
a Domestic/Commercial
R
been attached?
0 Car Wash
U .Hotel and/or Motels
C Sys=imrning Pool `Clubhouse
© Swimming Pool/Filter Backwash
© Other (Explain in Attachment)
>ls there a Pretreatment: Program in effect? LJ Yes
6. Has a flow reduction been approved under 15 A NCAC 021 01 I41 El Yes 0 No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.OI 14(1
School (w/ no cafeteria, gym, locker rooms)
Retail w/ food prep (carry out only)
0 No
Daily Design Flow a b
10 galid,aylstudent
No. of Units
997
50 gal/day/100 sf
606
Flow
9,970 GPD
303 GPD
Total
GPD
GPI)
GPD
GPD
0,"773 GPD
a See 15A NCAC 021'.01 I41rb),(d),(1) an fvfejO2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling proposed unknown nor -residential development uses; public access facilities located near high public useareas;
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 .01 14(c), design flow rates for establishments not identified [in table I5A NCAC 02mm1",01 14] shall be
determined using available flaw data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 10,2'7.3 GPD (per 15ANCAC 02T 0I14)
Do not incl..ude future flows or previously permitted allocations
If permitted flow is zero, indicate why:
O 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
E Other (Explain):
ew flow expected
FORM 'TA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T ,0305 & MDC ( ravity° S
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
Material
6 159
DIP
r Section II & III of the MDC for Perrrriuin.g of Gravity Sewers contains information related to design criteria
Section HI contains information related to minimum slopes for gravity sewer(s)
y Oversizing lines to meet minimum siope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If A.pplicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l . Pump station number or name:
2 Approximate Coordinates (Decimal Degrees): Latitude:
Longitude: -_
3. Design flow of the purnp station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDl-l)
5. Summarize the force main to be permitted (for this Pump Station):
Power reliability i;n accordance with 1.5A NCAC
El Standby' power source or pump with automatic activation and telemetry - 1 5A NCAC 02I' .0305(h)(1)(f3)t
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
)io Must bepermanent 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
0 Portable pumping unit with plugged emergency pump connection and telemetry - l 5A 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.
FORM: F FA 04-16 Page 3 of 5

ix. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(I)'):
1. Does the project comply with all separations found in 15A NCAC 02T 030S(0 &M(s)
I.,. 15A NCAC 02T,0305O contains minimum separations that shallbeprovided for sewer
it
'to
sewers and oth
at t:;r mains (vertical
'at
ater mains horizontal)
Setback Parameter*
of listed below (vertical)
over s
er including in benched nches)
© Yes © No
stems:
Separation Rewired
Reclaimed waterlines (vertical - recta ittted ttwer sewer) � � e
Reclaimed water lines horizontal reclaimed over server)
**Any private or public water supply source, including any wells, WS 1 waters of Class l or
Class II irrt ounded reservoirs used as a source of drinkin„. water
**Waters classified WS (except WS-I or WS-V),13, SA, ORW, HQW„
high water (or tide elevation) and wetlands (see item IX.2)
**Any other stream, take, impoundment, or ground water lowering an surface drainage
ditches
An building foundation
SB from normal
24 inches
18 inches
10 feet
18 inches
100 feet
50 feet
10 feet
5 feet
Anbasement 10 feet
To sly
Dralna, e s
An swina�
J of ankmentor uts of2 feet c
more
vertical height. emb_ c'�
sterns and interceptor drains
rota wools
10 feet
5 feet
[Ina . earth grade (vertical) 36 inches
I SA NCACO21 03 5 `R contains alternatives where separations in 02 1 tµ)w („t() cannot be achieved.
• **Stream classifications can be identified using the Division's NC ,Surfac c._Water Clatisifieation5 wcb,Ra e
If noncompliance with 02'[ 0305it)r jg see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) [J Yes No N/A
Y See the Division's draft separation requirements for situations where separation cannot he 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
Does the project comply with setbacks found in the river basin rules per 15A. NCAC 02B ,0200? 1J Yes 0 No
• This would include Trout Buffered Streams per I5ANCAC ;2B 0202
Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 4()1.&. f3uffer.Perntittini_gj3rattt h
Does project comply
NCAC .02T, 0105(c)(6) (additional pert
Per I5A NCAC 02T 0I05(c (6), directly related environmental permit
been applied for, or have been obtained. Issuance of this permit is cot
sedimentation control plans, stormwater management plans, etc.).
D Yes
N/A
fications)? Yes U No
ification applications are being prepared, have
on issuance of dependent permits (erosion and
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per)5A NCAC 02h.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strea.mbanks that is subject to erosion that undermines or deteriorates the sewer_
❑ Yes ❑ No N/A
If yes, include an attachment. with details for each line, including type (aerial line, size, material, and location).
High priority lines shall he inspected by the per tee or its representative at (east once every six -months and inspection
documented per 15A NCAC 02T.0403(a)(5) or the pernritee's individual System -Wide Collection permit.
I'ORM; ETA 04-16 Page 4 of 5

X. CEf TiFICATIONS:
1, Does the submitted system comply with 1 5A ?W1_(_:'ACO21', the Minimum Desigt Criteria lOr the Permitting cal Pump Station's
and l01,ce Mainsjlatest yerstgrt), and the ct avrty Stvver Minimum Design Cr' a latest version) as applicable?
Yes LI No
If No, complete and submit the 'Varianco/Alternative Design Request application (VADC I0-14) and support ingdocuments for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporting documents,
., Professional Engineer's Certification:
a
(Professional Engineer's name from Application item
his 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 I have reviewed this material and
have judged it to be consistent with the proposed design,
NOT 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 he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S I ©,tip©, as well as civil penalties up to $25,000 per violation.
North Carolina :Professional Engineer's seal, signature, acid date:
Applicant's Certification per 15A NCAC 02'T .0106(b):.
(Sign' t .tre Authorit ame title from A!plicatiort Itett
attest tha
this application for
has been reviewed by me and is accurate and complete to the hest of my knowledge, 1 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 tnay 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 1 43 ?15 f6A and 143-2156B, 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 $ 0,000 as well as civil penalties up to S2S,000 per violation.
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

CHA LOTTE
W
September 6, 2018
Mr. Lester A. Barnes
Benesch
2359 Perimeter Pointe Pkway
Suite 350
Charlotte, NC 28208
TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CPCC MERANCAS CAMPUS -PHASE IV CLASSROOM BUILDING
11920 VERHOEFF DRIVE, HUNTERSVILLE,NC
CLTWATER TRACKING# 20181164
After an analysis of the sanitary sewer associated with the proposed project 20181164, CPCC
MERANCAS CAMPUS -PHASE IV CLASSROOM BUILDING, it was determined that there is
currently sufficient capacity to accommodate the proposed sewer flow of 10,273 gallons per day
(997 students x 10 g/student, 606 sqft x 50 gal/100 sqft) at the connection point(s) indicated on the
submitted exhibit map for transmission to the McDowell Creek Wastewater Treatment Plant; NPDES
permit number NC00036277, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works. Please see the attached NCDEQ Flow
Tracking form,
Charlotte Water (CLTWater) agrees to furnish water to the subject project, The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to Drmvide service for future
prnlects cannot be guaranteed nor reserved. Connection to the CLTWater and d sewer system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or
sewer systems, as the appropriate local or State permits are required prior to construction. If the
appropriate authorization to construct permits are not obtained and construction has not started
within two (2) years of issuance of this flow acceptance; and payment for any service connection(s)
has not been received within (2) years of the issuance of this flow acceptance, this flow acceptance
approval shall be rescinded and a new flow acceptance study must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
9.4/144.4 %!.fr
Guillermo Anzola
Engineering Assistant
Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Trcking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: BENESCH
Project Name for which flow is being requested: CPCC Merancas Campus-Pase IV Classroom Building
More than one FTSE may he required for a single project if the owner or the IfifTPis' not responsible fir all pump
stations along the route of the proposed wastewater:flow.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McDowell Creek WWTP
b. WWTP Facility 'Permit #: NC0036277
c. WWII) facility's permitted flow,
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow. for this specific request
g. Total actual and obligated flows to the facility.
h. Percent of permitted flow used
A vs are in MGD
12 00
0,49416
5.033
0 01028
5,554
46,3%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)r--(B+C) (E)-----(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm How** Current: Avg. Tributary' Flow Plus
(Name or Capacity, * (Firm I pt), Daily How, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out ofservice.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) 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 the Available Capacity is < O.
Downstream Facility Name (Sewer): UNKNOWN
Downstream Permit Number: UNKNOWN
Page 1 of6
1TSF.

III. Certification Statement:
Keri Cantrell 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 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 Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
c3sca.,,—t7D,9/5/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

benesch
Transmittal Form
To:
NCDEQ — Water Quality Section
Mooresville Regional Office
Attn: Barry Love / Debbie Luckman
610 E. Center Avenue
Mooresville, North Carolina 28115
Alfred 8enesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch_cordn
704-521.9880
704-521.8955
Date: 10/04/2018 1 Job No. 170
Subject: CPCC Merancas Campus Phase IV
Classroom Building — Private Sanitary Sewer Permit
Application — 1s` Submittal UPDATE
Mail
Delivery
Messenger
WE ARE SENDING YOU:
COPIES
DATE
Next Day Delivery
A
ched
DESCRIPTION
09/OS/2018 Signed FTSE 04-16
THESE ARE TRANSMI 1 1 ED as checked below:
For approval Approved as submitted
[- For your use 1 1 Approved as noted
As requested Returned for corrections
[- For review and comment
UPS Ground
Under separate cover:
L Other: Hand
Resubmit.
Submit
Return
copies for approval
copies for distribution
corrected prints
Remarks:
cc:
Barry / Debbie, enclosed is the signed Flow Tracking / Acceptance for Sewer Extension application
(FTSE) to accompany the previously submitted permit application package for a new classroom
building at the Central Piedmont Community College (CPCC) Merancas Campus in Huntersville, NC.
The previous FTSE form submitted was printed from a copied PDF that apparently removed the
digital signature.
Please let us know if you have questions or require additional information.
Paula Gornto, PLA
Project Manager
Signature: Lester Barnes, PE
Project Engineer
PS01-0998-06 form

u.a. GE01.1DGlCa. SLS WA'7
ws:
00.0.40,0
R`M1vuaai3tgn
OW Topca
TE L0 ATION
,72.70704.7
KANNA
COAS L ES QUADRANGLE:
brow.cxk cakpy
A 501447K1Yi Won
CQRNCUUS. NC
iktAe

CPCC Merancas Campus Phase IV Classroom Building
Benesch Project #: 17000232
September 27, 2018
Private Sanitary Sewer Application Cover Letter
This private sanitary sewer extension will serve a new classroom building at the Central
Piedmont Community College (CPCC) — Merancas Campus at 12010 Verhoeff Drive in
Huntersvil.le, Mecklenburg County, North Carolina (Parcel ID: 01.742107). The private
extension to be permitted will consist of (1) replacement manhole, (2) new manholes,
159-LLF of new 6-inch gravity sewer, and approximately 214-LF of relocated 2-inch force
main. The proposed private gravity sewer main will discharge to an existing public 6-
inch gravity service line in the Verhoeff Drive right-of-way and eventually to an existing
8-inch gravity public main, which is owned and operated by Charlotte Water.
The proposed system will be a modification to an existing sanitary sewer system
consisting of both gravity and pressure sewer lines that currently serve the Phase III
development. The existing system was constructed around 2007 and was not perrnitted.
Per conversations with-NCDEQ, the portions of the existing system to remain (not
modified by this phase of construction) are not required to be retro-permitted.
The total flow increase as a result of this project is approximately 10,273 gallons per day
(gpd). All wastewater flows from this project will be discharged to through the proposed
private 6-inch gravity sewer main. The relocated 2-inch force main, which carries
wastewater from the Phase III development will terminate at the most upstream
(proposed) gravity manhole. It will not receive any additional flows as a result of this
project.
In addition to this cover letter, the following items are bei
sewer extension application package:
• Executed. FTA 04-16
• Flow Tracking / Acceptance Form (FTSE 04-16)
• Site Map— 8.5"xl 1" USGS Topographic Map
• Application Fee - $480
sub
ed as part of the

benesch
Transmittal Form
To: NCDEQ— Water Quality Section
Mooresville Regional Office
Attn: Barry Love / Debbie Luckman
610 E. Center Avenue
Mooresville, North Carolina 28115
Mail
Delivery
l Messenger
WE ARE SENDING YOU:
COPIES
DATE
09/27/2018
09
09
nia
018
2018
06/2018
n/a
Alfred IBenesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.ccm
704-5.21-9880
704-521-8955
Date:
9/28/2018 1 Job No.
17©00232
Subject: CPCC Merancas Campus Phase IV
Classroom Building — Private Sanitary Sewer Permit
Application — 1' Submittal
Next Day Delivery 7 UPS Ground
Attached
DESCRIPTION
Cover Letter for FTA 04-16
Under separate cover:
FTA Application Instructions / Checklist
Check No, 2251
FTA ©4-16
Review Fee)
Water and Sewer Flow Acceptance
8.5 x 11 USGS Topo Map
THESE ARE TRANSMITTED as checked below:
For approval
f - For your use
f�f As requested
For review and comment
r
l Approved as submitted
Q Approved as noted
—I Returned for corrections
Resubmit
Submit
Return
FTSE 04-16
Other: Hand
copies for approval
copies for distribution
corrected prints
Remarks: Barry / Debbie, enclosed are private sanitary sewer application documents to permit
approximately 159-LF of 6-inch gravity and 214-LF of relocated force main to serve a new
classroom building at the Central Piedmont Community College (CPCC) Merancas Campus in
Huntersville, NC. These items are being submitted for your review and/or approval,
C:
Please let us know if you have questions or require additional information.
Paula Gornto, PIA
Project Manager
Signature: Lester Barnes, PE
Project Engineer
PS01-0998-06 form

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Central Piedmont Community College
PERMIT #: WQ0040325
PROJECT: CPCC Merancas Phase IV Classroom Building
ISSUE DATE: October 10, 2018
This project shall not be considered complete nor allowed to operate in accordance with 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
the Regional Supervisor, Water Quality Regional Operations. Section at the address at the bottom,
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, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, an. the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein w portions thereof.
kreid kfAxo
Printed Name, Title
Signature Date
ENGINEERS CERTIFICATION
, as a du l gistered Professional En ineer in the State of North Carolina,
having been authorized to observe ( periodically, weekly, 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 /signature & date:
ri Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of Nord, ( r, IiReiouurc ; Water Qu
Mooresville Rmgien:,

benesch
To:
Z Mail
Delivery
NCDEQ— Water Quatity Section
Mooresville Regional Office
Attn: Barry Love
610 E. Center Avenue
Mooresville, North Carolina 28115
Messenger Next Day Delivery
WE ARE SENDING YOU:
COPIES
DATE
Attached
DESCRIPTION
02/2020 Signed F
Alfred benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.com
P 704-521-9880
704-521-8955
Date: 12/07/2020 Job No, 170002
Subject: CPCC Merancas Campus Phase IV
Classroom Building — Private Sanitary Sewer
Certification
r UPS Ground
El Under separate cover:
Track Sewer Engineering Ce
'cation
C Other: Hand
THESE ARE TRANSMITTEC
For approval
For your use
As requested
For review and corn
C
as checked below:
Approved as submitted
Approved as noted
Returned for corrections
E
ent
Resubf ni
Submit
Return
copies for approval
copies for distribution
corrected prints
Remarks: Barry, enclosed is the Fast Track Sewer Engineering Certification (with original signatures) for the
private sanitary sewer constructed to serve the new classroom building at the Central Piedmont
Community College (CPCC) Merancas Campus in Huntersville, NC, A scanned version was
previously submitted via email in addition to the electronic as -built survey and record drawings for
your review.
Please let us know if you have questions or require additional information.
cc: Paula Gornto, PLA
Project Manager
Signature: Lester A. Barnes, PE
Project Engineer
P501-0998-06 form