WQ0040150_Regional Office Historical File Pre 2018

FILE
Water Resources
Environmental Quality
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
hiterim .Director
July 16, 2018
Mr. Mike Shea, Manager
Shea Hornes'
8008 Corporate Center Drive, Suite 300
Charlotte, NC 28226
Subject: Permit No. WQ0040150
Shea Homes
Simpson Townhomes
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Shea:
In accordance with your application received July 12, 2018, we are forwarding herewith Permit No.
WQ0040150 dated July 16, 2018, to Shea Homes (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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 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 1508 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.
r ott +Compares .
State of North Carolina 1 Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Regional Otlice 1 610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter,, please contact Barry Love at [phone]
or via e-mail at barry,[e-mail].
Sincerely,
DocuSigned by:
A14CC681 AF27'425...
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)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

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
Shea Homes
Mecklenburg County
for the construction and operation of approximately 365 linear feet of 8-inch gravity sewer as part of the
Simpson Townhomes project, and the discharge of 2,850 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received July
12, 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.
—DocuSigned by:
'—A14CC681AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040150
Permit Issued: July 16, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
Shea Homes 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 Sugar Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024937.
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,
1. SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 2,850 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 02L03041(14]
2. This permit shall become voidable unless the agreement between Shea Homes and Charlotte Water
for the collection and final treatment of wastewater is in full force and effect, [15,A NCAC 02T.0304(h)1
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 143-215,100
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 21; 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]
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. 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.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
5

j� 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.
S. The Permhttme shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number (7Q4)6G3'1G39'ansoon aopossible, but \nnncase more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit f a ilure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures ofpumps, line
blockage orbreakage, etc.; or
b� Any 65Oand/or spill over 1,QOOgallons; or
c Any 550and/or spill, regardless ofvolume, 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 (919) 7333300�
Persons reporting any nfthe above occurrences shall file aspill report bycompleting and submitting
Part | of Form CS-lSO (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 betaken to
ensure that the problem does not recur. Part UofForm [S-SSO(or the most current Division approved
form) can also be completed to show that the SSOvvas beyond control. [Gl 143'215.1[(al)]
6. Construction of the gravity sewers, pomp stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result inaooverflow urbypass discharge ofwastewater
tothe surface waters ofthe State. [15ANCA[Q2T.8I08(6)]
Z 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 tothe address provided on the form. A complete certification isone where the form is
fully executed and the supporting documents are provided asapplicable. 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.
ifthe 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.
Acomplete certification isone where the form is fully executed and the supporting documents are
provided aoapplicable. 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 oron digital media ([D or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show requ�red buffers,
separation distances, material changes, etc,
6

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. [i5A 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 or any other Federal, State, of Local government agencies. [G.S. '143-
2'15.1(b))

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Shea Homes
WQ0040150
Simpson Townhomes
July 16, 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
ENGINEERS CERTIFICATION
as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (❑ periodically, n 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 n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office) 610 East Center Avenue, Suite 3911 Mooresville, North Carolina 28115

DWR
Division of Waiter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources.
15A NCAC 02T .0300 — FAS'F TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number i () be i'peripad by DWR)
All items must be completed or the application will be returned
I., APPLICANT INFORMATION:
I. Applicant's name: Shettlintnes (company, municipality, HOA, utility, etc,.)
2. Applicant type: indiidual ...rporation 0 Cieneral Partnership vately- Public U
v
0 F'edera EState/County 0 Municipal LJ Other
Signature authority's name: Milse Shea per 15A. NCAC 021 ,0106(0)
Titte: Manager
Applicant's mailing, address: 80()8 Corperace Center Drivg, Suite, 300
City Charlotte State: NC Zip: 28226-
5, Applicant's contact information:
Phone number: [phone] Email .Address: Mike.Sheasheahoines,corn
IL PROJECT INFORMATION:
Project name: Shim:mon 'Townhomes
Application/Project status:
RECEIVEDINCDE.NROWR
MOORESVU.,,E REGIONAL OFFICE
rupoed (New Pertnit) E Existing Permitl.Proect
If a rfloditication, provide the existing permit number: WOW_ 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): La de: 35,234174Longitude: -80.796119'
5, Parcel ID (if applicable): 09501521
(or Parcel ID to closest downstream se
111..CONSULTANT INFORMATION:
I. Professional Engineer: Robert Reddick License Number: 035747
Firm: McAdams
:Mailing address: 3430 Toringdon Way, Suite ! 10
City: Charlotte State: NC Zip: 28277-
Phone number (704) 577-080,P Entail Address reddick4mcadamsco,enrn
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Permit Number:
Owner Name:
V. RECEIVING DOWNSTR,EAM SEWER INFORMATION (if different than WWTE.):
I. Permit Number(s): 'WQ Downstream (Receiving) Sewer Size: inch
Systein „wjks,:oljojp11 System Pennit Numbertsitif app bLel: WQCS
Owner Name(s):
FORM: .FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes No ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
E Yes No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) 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
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
➢ If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
El Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow a.b
No. of Units
Flow
r Residential, Townhome
190 gal/day/unit
15
2850 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
2850 GPD
a See 1 SA NCAC 02T .01 14(b). (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2850 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If 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
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) _ 0 T .0305 r MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Length (feet) 7 Material
Section II & ill of the MDC for Permitting of tlravity Sewers contains information related to design criteria
» Section Ill 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 Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) L ngth (feet)
6. Power reliability in accordance with )5A NCAC 021:.0
El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T ,0305(h)(I)(!3)_
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 Clow less than 15,000 gallons per day:
Q Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)( I )(C)
feet total dv
mic head (TM)
or
LJ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
it shall be demonstrated to the Division that the portable source is owned or Contracted by the applicant (draft agreement)
and is compatible with the station.
lithe portable power source or pump is dedicated to multiple purnp stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel tirnetratnes, shall he provided
in the case of a multiple station power outage,
FORM: ETA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 1.5A NCAC 02T .0305(n):
Does the project comply with all separations found in 15A NCAC 02T ,0305(f) &_ j
2 305(f) contains minrmurn sc3aatrittiotas that shallabe provided for sewer system NCAC i'7_`7©.-.-
s
d. other utilities n
Water trains vertic;ttl-wa
Water mains (hfarizom l)
Reclaimed water lines (vc
d water lines
Setback Para
below (v
idin 'in ben
d over sewer)
laimed over sewer)
d trenches)
Any private or public water supply source, ittt;ltiding any wells, WS-1 waters of Class
Class 11 impounded reservoirs used as a source ofdrrnkinwater
Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SR from normal
igh rater or tide elevatron,l�and wetlandsksee item iX.2)
"'Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building ,foundation
Any basemet
�hq�se of e
" ra lita snip_ 'Stetnsand intercept) �a�
Any_swinuning pools
inal earth grade (vertica
® Yes E No
ration Requit
24 inches
18 inches
10 feet
1 inches
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
Y 15A NCAC 02T,0305(u) contains alternatives where separations in 02T.0305(f) cannot be achieved.
▪ **Stream classifications can be identified using the Division's NC Surface _Water Classifications w,ebpaue
Y If noncompliance with 02T.0305(1) or (g), sec Section X of this application.
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) cg Yes fl No ❑ N/A
• 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
Dcaes the proji
• 1 his wou
comply with setbacks found in the river has rules per 15A NCAC 02B ,0200?
nclude Trout Buffered Streams per ISA NCAC 2B 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 401 & Buffer Permiittirng Branch
Yes 0 No LJ N/A
Yes
5. Does. project. comply with 15A NCAC 02T,0105Cc)(6) (additional permits/certifications)? © Yes No
Per IISA NCAC 02T.0105(c)(6), directly related envirornnental permits or earth
been applied for, or have been obtained, Issuance of this permit is contingent o
sedimentation control plans, stortnwater management plans, etc.)-
6. Does this project include any sewer colleetion h
Per 1,A NCAC 02T.0402, "high -priority sew
positioned parallel' to streambanks that is subject to eras,
0 Yes
Lion applications are being prepared, have
nuance of dependent permits (erosion and
e deemed "high -priority?"
any aerial sewer, sewer contacting surface waters, siphon
indermines or deteriorates the sewer.
N/fl
If yes, include an attachment with details for each line, including type (aerial line, site, material, and location).
s
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

X. CERTIFICATIONS:
, Does t.hc Submitted system comply with 15ANCAC 02T, the Minimum DesignCritera for thePermitting_of PumpStations
and Force Mains.(Latest version); and the Gravity Sewer Fvfinitriont Design Criterkilatest version), as applicable?
Yes n 'No
IINo, complete and submit the Variance/Alternative Design Request application (VADC I 0-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporta:Le documents,
2. Professional Engineer's Certification:
m.
(Professional Engineers name from Application Rem 111,1)
attest that this application for
has been reviewed by me and is accurate, complete mid 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 he consistent with the proposed design,
NOTE -- In accordance with General Statutes 1.43-215.6A arid 143-215,611, any person who know!,),:.• 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:
4;
7Re
G
-
RES)
4 4 • 4,9100
3. Applicant's Certification per 15A NCAC 02T ,.0106(b):
(14; due S'Aerl
(Signature Authority's name & title from Application Item 1.3.)
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 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 ofWater Resources should a condition
of this permit be violated. I also understand that if ail 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 .inc as
incomplete.
attest that this application for
NOTE - In accordance with General Statutes 14.3-21_5.0A and 143-215,613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: PTA 04-16
Page 5 of 5

CHARLOTTE
TER
June 20, 2018
Mr.Matt Kearns
Shea Homes
8008 Corporate Center Drive
Ste, 300
Charlotte, NC 28226
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
SIMPSON TOWNHOMES
MATHESON AVEUNUE AND SIMPSON DRIVE, CHARLOTTE NC
CLTWATER TRACKING# 2018866
After an analysis of the sanitary sewer system associated with the proposed design of project
2018866, Simpson Townhomes, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 2,850 gallons per day (15 units x 190 gal/unit) at the connection point(s)
indicated on the submitted utility plan for transmission to the Sugar Creek Wastewater Treatment
Plant; NPDES permit number NC0024937, for treatment. This acceptance of flow is based on the
existing capacity of the designated publicly owned treatments works. Please see attached NC DEQ
flow tracking form.
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 NC DENR, 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 provide service for future
projects cannot be guaranteed nor reserved, Connection to the CLTWaterand 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
appropr,te authorization to construct permits are not obtained and construction has not started
within one (2) year of issuance of this flow acceptance: and payment for any service conn
have not been received within (2) year of issuance of this flow acceptance, this flow acceptance
a royal shall be rescinded and a new flow acce tance re uest must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
ion
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5'100 Brooksf4e Blvd, Charlotte, NC 28216 charlor,Tewater,org
gtd? Operated by the (ity 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 Allocation: Shea Homes
Project Name for which flow is being requested: Simpson 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 #: N00024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 11.564
e WWTP facility's actual avg. flow 65.008
f. fotal flow for this specific request 0.003
g. Total actual and obligated flows to the facility 76,572
h. Percent of permitted flow used 77.4%
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
Pump
Station
(Name or
Number)
Firm
Capacity,
MGD
(A) (B)
Design
Average Daily Approx.
Flow** Current Avg.
(Firm / pf), Daily Flow,
MGD MOD
(C)
Obligated,
Not Yet
Tributary
Daily Flow,,
MGD
the WWTP:
(D)=(B+C) (E)-(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
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 Tess 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 of 6
FTSE 04-16

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 b,.s. 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.
,C,-tom 6/18/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

SIMPSON DRIVE TOWNHOMES
USGS TOPO MAP
1,000 2,000 4,000 PROJECT #: SHH-18000
I I I Feet
indi=?.000feet MECKLENBURG COUNTY, NORTH CAROLINA

SIMPSON DRIVE TOWNHOMES
SITE AERIAL MAP
62.5 125 250 PROJECT #: SHH-18000
Feet
MECKLENBURG COUNTY, NORTH CAROLINA

•
July 11, 2018
NCDEQ Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Fast -Track Application (FTA 04-16) For Sewer
Simpson Townhornes
Charlotte, North Carolina
SHH-18000
Water Resources Department,
Please find enclosed with this application the following attachments:
1. Application Form (FTA 04-16)
2, Application Fee
3. Flow Tracking/Acceptance for Sewer Extension Permit Form (FTSE 08-13)
4. Site Maps
USGS 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 includes 15 residential units. The system consists of approximately 369
linear feet of 2" private domestic service line and one 2" reduced pressure principle backflow preventer at the
connection to the public main. The system will be connected to Charlotte Water and the connection will be made to
the existing 12" water main located within Matheson Avenue. The proposed sanitary sewer system will provide
sanitary sewer service for each residential unit. The system will include 4 manholes and approximately 279 linear
feet of 8" PVC private sanitary sewer, 40 linear feet of 8" DIP private sanitary sewer, 26 linear feet of 8" PVC public
sanitary sewer, and 20 linear feet of 8" DIP public sanitary sewer. The private service will be tied into the existing
sanitary sewer manhole located within Matheson Avenue.
Sincerely,
MCADAMS
Rob Reddic'k, PE
Director Charlotte Region
perRenee
hrough experlenee
3430 Toringdon way, Suite 110, harlette, NC 28277 j 704. 527. 0800