WQ0039844_Regional Office Historical File Pre 2018

L
Water Resources
Environmental Quality
March 6, 2018
Mr. David Helfrich, Principal, Campus Works & CW Construction
CampusWorks Development, LLC
200 Unionville -Indian Trail Road W
Indian Trail, NC 28079
f
L— OY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0039844
CampusWorks Development, LLC
Old Providence Road Townhomes
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Helfrich:
In accordance with your application received March 2, 2018, we are forwarding herewith Permit No.
WQ0039844 dated March 6, 2018, to CampusWorks Development, LLC (Permittee) for the construction
and operation upon certification of the subject wastewater collectionsystem 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be effective from the, date of issuance until rescinded, and shall be subject to the conditions and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 15A 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.
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 150E 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.
�" Notlttiing Compares-.
State of [forth Carolina I Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28l 15
704.663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Since
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Robert Reddick, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files.
PERCS (e-copy)

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
CampusWorks Development, LLC
Mecklenburg County
for the construction and operation of approximately 653 linear feet of 8-inch gravity sewer to serve the
Old Providence Road Townhomes project, and the discharge of 3,800 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the -application received
March 2, 2018, and in conformity with 1SA 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.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039844
Permit Issued: March 6, 2018

SUPPLEMENT TO PERMIT COVER SHEET
Ca00pusWorks Development, LLCiShereby 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 McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970:.
Permitting ofthis project does not constitute anacceP1anceofanypar1nftheprnecttha¢doesnotmeet
15A WCAC lT; the Division's Gravity Sewer Minimum Design Criteria adopted February lZ, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, ZOOU,asapplicable, unless specifically mentioned herein. Division approve�
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. it shall be the Perm|t1ec'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.
|. SPE[&ALCON0HTKONS
1. No flow in excess of the quantity permitted herein, 3,800 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.0304(b)]
2. This permit shall bmcornevoi6ub|e unless the agreement 'between CampusVVorks Development, LL[
and Charlotte Water for the collection and fjna� treatment of wastewater is in full force and effect.
[ISAN[A[O2T.O3O4(h)]
11. STANDARD CONDITIONS
L 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 ofthe Pennittee, a formal permit request shah be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall beconsidered onits
merits and may ormay not beapproved. [lSAN[A[O2TD104; G.SI4]'2l5.I(d])]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; I5A NCAC ZT; the Division's Gravity Sewer Minimum
Design Criteria adopted February lZ, 19S6,asapplicable; 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(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.

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) ofthis Rule for a minimum of three
years with exception of the map, 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-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(a1)1
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 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 §143-215.6A 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 may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)1

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
CampusWorks Development, LLC
WQ0039844
Old Providence Road Townhomes
March 6, 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
1, 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
I, , as a dul registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, n weekly, I 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; 1SA 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

DWR
D(vIslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
L5A, NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA. 04-1.6 & SUPPORTING DOCUMENTATION
Application Number:
(to he completed by DWR)
All(items utust,he completed or the application will be retuned
1. APPLICANT INFORMATION:
1, Applicant's name: CW Developmei -ornpany, municipality, I-10A, utility, etc„)
2. Applicant type: 0 Individual Corporation Ei General Partnership Privately -Owned Public Utility
Federal 0 State/County 0 Municipal 0 Other
3. Signature authority's name: David"- elfirich per 1,5,A NtL,‘„C,N,„1,1_„„ill,00(11:i
Title: Principal, CampusWorks & CW Construction
4, Applicant's mailing address: 2000 Urnomville-Indian Trail Road W
City: Indian Trail State: NC Zip: 28079-
5, Applicant's contact information:
Phone number: [phone] Email Address: dhelfrich,(ajcwonsite.coart
H. PROJECT INFORMATION:
L Project name: Old Providence d wnhomes
2. Application/Project status: 0 Proposed (New Permit)
0 Existing PermirProject
If a modification, provide the existing permit number WON and issued date:
If new construction but part of a master plan, provide the existing permit number WOO(),
3. County where project is located: M ck enburi4
4, Approximate Coordinates (Decimal. Degrees): Latitude: 35,133055' Longitude: -80,785688
5, Parcel ID (if applicable>: 8727 L30
(or Parcel iD to closest downstream. sewer)
111 CONSULTANT INFORMATION:
I, Professional Engineer Robe,ReddkPE
k
Firm: McAdams
Mailing address: 3436 Toringdon 0
City: Charlotte State: NC Zip:
Phone number (704) .527-0800 Email .Address: reddickAmcdamsco,com
License Number 35747
111/. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Sugar creek , Permit Number: Nc00',349n,
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQ
Downstream (Receiving) Sewer Size: inch
t„:011,;A:tv,tt ['dram Nu1bev"(-0 6140111)::c,ibl•,:r. WQCS
Owner Narne,(s):
FORM: ETA )4-16 Page of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .11305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
652.6
PVC
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .11305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02'1' .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(l)(B):
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(l)(C):
D 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.
D If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes No ❑N/A
2. lithe Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
1 If the Applicant is a If Owners' Association, has an Operational Aarcemcnt (FORM: F 1OA) been attached?
❑ Yes No ❑N/A.
4. Origin of wastewater: (check all that apply):
Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
D Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T 0103(20))
�Ts there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under ISA NCAC 02T .0114(f)? ❑ Yes ❑ No
lives, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.O1 l4(1))
Daily Design Flow a.b
No. of Units
Flow
Residential, Townhome
190 gal/day/unit
20
3,800 GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,800 GPD
a See 15r\ NCAC 02T .0l 14(h), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.ti. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02'1'.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3,800 GPD (per 15A NCAC 112T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2of5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC'02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02'1' .0305(fl & (g)
➢ 15A NCAC 02T.0305(f1 contains minimum separations that shall be provided for sewer systems:
❑ Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
D 15A NCAC 02T.0305(g) contains alternatives where separations in 02'F.0305(f) cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water CIa,sifications webpage
D If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
D See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213 .0200? ® Yes ❑ No ❑ NIA
D This would include Trout Buffered Streams per 15A NCAC'213.0202
4. 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(11 & Buffer Permitting Branch
® Yes ❑ No
5. Does project comply with 15A NCAC 02T.0I 05(c)(6) (additional permits/certifications)? ❑ Yes ® No
Per I5A NCAC 02'I.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15.1. 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.
❑ Yes ®No ❑ NIA
➢ 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 1SA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I.. Does the submitted system comply with 15A CAC 02T, the Minimum Design Criteria for the Permitting of PumpStations
artdb:trCCMilitiAil*S1Yer;AOP.I., and the Ora qtY, Sewtr l nmwu DesigP Oiler va5i0.9) as applicable?
Yes El No
If No, complete and submit the Variance/AIternative Design Request application. (VADC 10-14) and supporting documents for
review, .Aparoval of the request is required prior to submittal of the,Fast Track Application and supporting. do c ments.
Professional Engineer's Certification:
•CA , 'RA CV— 'Tr.
(Professional Engineer's name from Application Item
attest thatLhat this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast-'t rack Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-.215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty- of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A. NCAC 02'1 .0106(b):
1, TA
am . & title •frm Application Item (..3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge„ I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the and will result •in an immediate enforcement action that may include civil penalties.
injunctive relief, andlor criminal prosecution, I will make no claim against the Division of Water Resources should a condition
of this permit he violated, 1 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 14,3-215..6;A and 1'4 .4,j 5, K., any person who knowingly makes any false
statement, repr t on, or certification in any application packs c shall he guilty of a Class 2 misdemeanor, which may
include a fit not to xed $10,000 as well as civil penalties up 5,000 per violation.
Signature:
Date:
FORM: FTA 04-16
Page 5 of

CHARLOTTE
TER
June 28, 2017
Mr, Dan Koebel
CW Development
200 Unionville -Indian Trail Road W
Indian Trail, NC 28079
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
OLD PROVIDENCE ROAD TOWNHOMES
5912 OLD PROVIDENCE ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2017875
After an analysis of the sanitary sewer associated with the proposed design of project, Old
Providence Road Townhomes, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 3,800 gallons per day (20 townhome units x 190 god/unit) at the
connection point(s) indicated on the submitted utility plan for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of
flow is based upon the existing capacity of the designated publicly owned treatments works. Please
see attached NC DEQ FTSE 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.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis,
The applicant should understand that this letter is not authorization to construct or extend 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 construction has not started
within one 1) vear of issuance of this flow acceptance,and payment for any service connections
of
have not been
w
acceptance approval shall be rescinded and a new flow acceptance request must be made If you
have any questions, please do not hesitate to contact me at [phone].
Sincerely.
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd., Charlotte, NC 2,8216 charlottevvaterJ)rg
Operated by the City of Charlotte

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting AIlocation: cw Development
Project Name for which flow is being requested: Old Providence Road Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #f: NC0024970, NC0024945, NC0024937
c. WWTP 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
All flows are in MGD
99.0
12.231
62.895
0.004
75.130
75.9s
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)=(B+C) (E)—(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, 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 of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** 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 < 0.
Downstream Facility Name (Sewer): Trunk 2X, 1974 Annexation
Downstream Permit Number: 3 517
Page 1 of 6
FTSE 04-16

III. Certification Statement:
Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route 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 this form indicates acceptance of this wastewater flow.
wi`
Signin. 0
O[%7/
cial Signature Date
Page 2 of 6
FTSE 04-16

VICINITY MAP
NTS
viciNrry MAP

0 1,000 2,000
OLD PROVIDENCE
USGS TOPO MAP
4,000 PROJECT #: CPW-15010
Feet
inch = z,000 Teti CHARLOT 1 E, NORTH CAROLI NA

March l , 201 8
NCC)EQ Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 2S115
te:
Fast -Track Application (FTA t)4-l6) For Sewer
Old Providence Road Townhomes
Charlotte, North Carolina
CPW-15010
Water Resources Department:
find enclosed with this application the following attachments:
Application 1°orm (FTA 04-16)
Application Fee
Flow Tracking/Acceptance for Sewer Extension ['c nnit 1°ornt (FT S
08-13)
4. Site Maps
-LUGS Topographic Map
-Street Level Map
The proposed water distribution system provides water service for domestic
and irrigation applications to serve a single-family attached development that
include 20 residential units. The system ecattsists ofapl roximately '788 if of 2-
pri °ate domestic lin
e ne and two 2- reduced pressure principle backflow
preventers at each domestic connection. to the public lines. The system will be
connected to Charlotte Water and connections will be made to the existing. 20°'
'`water main located within Old Providence Road. and to the existing 20-" water
man located within Old Providence Lane The proposed sanitary sewer system
will provide sanitary sewer service for each residential unit. The system will
include 8 manholes and approximately 653 If of 8" PVC private sanitary
sewer. The private service will he tied into the existing ti"" s< nitary sewer
located within Old Providence Lane.
The John R. McAdams
Company, Inc. Sincerely
Raleigh / Durham, NC
79135 Meridian Parkway
Durham, North Carokna 27713
I9,191301,50Q4
charlotte, NC
3436 Tordngdon Way
5,Jae '110
ChaFlcttn. North Carolina 2827
(7041 527-0800
THE JOHN . j77OMPANY, INC.
R'ddiek,
-t Manager
McAdamfCo.com
Desr r ,�'l i to r' arrow's fnfr°astructure & Cemmun,.

North Carolina Secretary of State Search Results Page 1 of 1
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
• File an Annual Report/Amend an Annual
Report • Print an Amended a Annual Report form
Limited Liability Company
Legal Name
CampusWorks Development, LLC
Information
Sosld: 1232893
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/6/2011
Fiscal Month: December
Registered Agent: Helfrich, David J.
Addresses
• Print a Pre -Populated Annual Report form
Mailing Principal. Office Reg Office
200 Unionville Indian Trail Rd W 200 Unionville Indian Trail Rd W 200 Unionville Indian Trail Rd W
Indian Trail, NC 28079 Indian Trail, NC 28079 Indian Trail, NC 28079
Reg Mailing
200 Unionville Indian Trail Rd W
Indian Trail, NC 28079
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
David J Helfrich
200 Unionville Indian Trail Rd W
Indian Trail NC 28079
https://www.sosnc.gov/online services/search/Business Registration_Results 3/5/2018

Date: March 2, 2018
To: NCDEQ
Water.�..__ ...��
Quality Section
610 E. Center Avenue
ETTER OF
AND LIVElit
Re: Old Providence Townhomes
Mooresville, North Carolina 28115 Job #:
I am sending you the following items:
❑ Drawings
© Specifications
❑ Plans
At
Transmitted as checked below:.
© For approval
El For your use
As requested
❑ Letter
El Submittal
❑ Prints
NS AL
LI Statement of Qualifications
Other
er and Sewer Flow Acceptance
Vicinity Map
USGS Topo Map
etter re: Fast Track Application for Sewer
Copy of the Fast Track Application for your reference
❑ For review + comment
❑ Other
❑ Other
Remarks: Please note the original signed/stamped Fast Track Application was sent with the original
Copy to:
submittal, Thank you.
Signature:
Robert M. Reddick Jr,,
Director, Charlotte Region
ugh experience
3436 Toringdon Way, Suite 110, Charlotte, NC 28277 / 704. 527. 0800

Central Files: APS ^ SWP
3/6/2018
Permit Number WQ0039844 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.iove
Coastal SWRuie
Permitted Flow
3,800
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Old Providence Road Townhomes
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Campus Works Development LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
David Helfrich
2000 Unionville- Indian Trail Rd W
Indian Trail NC 28079
Orig Issue App Received Draft Initiated
3/6/2018 3/2/2018
Scheduled
Issuance public Notice Issue Effective Expiration
3/6/2018 3/6/2018
Regulated Activities Requested /Received Events
Subdivision Additional information requested
Wastewater collection
Outfall
Additional information received
Waterhody Name Streamlndex Number Current Class Subbasin