WQ0039415_Regional Office Historical File Pre 2018

Water 1 esources
Environmental Quality
August 16, 2017
Mr. Mike Shea, Manager
Shea Homes, LLC
8008 Corporate Center Drive, Suite 300
Charlotte, NC 28226
Subject: Permit No. WQ0039415
Shea Homes, LLC
36th Street Townhomes
Wastewater Collection Syste
Mecklenburg County
Dear Mr. Shea:.
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Extension Permit
In accordance with your application received August 11, 2017, and additional information received August
16, 2017, we are forwarding herewith Permit No. WQ0039415 dated August 16, 2017, to Shea Homes,
LLC (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 This permit shall be effective from the date of issuance until rescinded and shall be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 1506 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.
Nothing Compares
State of North Carolina l Env tr unental Quality p Water Resources i WaterQual' Regional Operations
Mooresville Regional Office 161.0 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 -663-1699

If you need additional information concerning this matter, please contact Lon Snider at [phone]
or via e-mail at |[e-mail].
Sincerely,
4�--oE­bvVV.Corey Basinger, Regnna|8upen�sor
Water [lua|ityBeghona|O�eradonsSectinn
Mooresville Regional Office
Division oyWater Resources, NCDEO
cc: Brandon Plunkett, P.E.(-copy}
Barbara Gross /e-cupy
Tommy Rowland (e-copy
Regional Office Files
Water Resources Central Files
PER[S(e'copy)
71
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, LLC
Mecklenburg County
for the construction and operation of approximately 319 linear feet of 8-inch gravity sewer, to serve the
,36th Street Townhomes project, and the discharge of 5,320 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the, application received
August 11, 2017, and additional information received August 16, 2017, and inconformity 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 shallbe subject to the specified
conditions and limitations contained therein.
w(— by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division. of Water Resources, NCDEQ
Permit Number: WQ0039415
Permit Issued: August 16, 2017
3

SUPPLEMENT TO PERMIT COVER SHEET
Shea Homes, LLC 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.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 5,320 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Shea Homes, LLC 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
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4

I
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 bemaintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule fora 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 (919), 733-3300,
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 li of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [C.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)]
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:
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 tomultiple 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
7

I
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Shea Homes, LLC
WQ0039415
36th Street Townhomes
August 16, 2017
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 duly registered Professional Engineer 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 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

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 4(5 (to Ix ,tompieted by DWR )
All items must be completed or he application vv ill be returned
IL APPLICANT INFORMATION:
1. Applicant's name: Shea Homes (company, municipall
2. Applicant type. fl Individual Corporation
0 Federal E] state/county
OA, utility, etc.)
0 General Partnership
0 Municipal
3. Signature authority's name: Mike Shea per 15,
Title: manager.
4. Applic,a.nes mailing address:. 8008 Corporate,,Center Drive, Suite 300
City: Charlotte State: 'NC Zip: 28226-
5. Applicant's contact information:
Phone number: [phone] Email Address,: [e-mail]
0 Privately -Owned Public Utility
El Other
rE,:E F DEN C D E R
R OS
M 0 0 R S vILLE REG K)NAL or R. c Ftt:
IL PROJECT INFORMATION:
1, Project name: 36Street Townhomes
2. Application/Project status: Proposed (New Permit) 0 Existing Pen:nit/Project
If a modification. provide the existing permit number: WQ00 and issued date:
If construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenbu%
Approximate Coordinates (Decimal. Degrees): Latitude. 35,241803' Longitude. - .798462'
5. Parcel ID (if applicable): 08316208
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Fiineer: Brandon Plunkett, PF
Firm: McAdams
Mailing address: 3436 TorimiikWaSuite 110
City Charlotte State: NC
Phone number: [phone] Email Address: plunkettgmcdarn5co„com
28277-__
License Number: 27475
IV. WASTEWATER TREATMENT FA LITY (WWII) INFORMATION:
l. Facility Name: Sugar Creek Permit Number: NC0024937
Owner Name: Charlotte Water
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than 'WWTF):
1, Permit Number(s) : WQ Downstream (Re,ceiving) Sewer Size: inch
SiyisitemiNithi Collection System Permit Noinbetkilitirutiplicablel:
Owner Name(s):
FORM: ETA 04-16. Page 1 of 5

% 1. GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public t_.=tilit , has a Certificate of Pu a( )pry,©1k e;zrF¢s
Yes No
tf`the .A 'plic t is a Developer of lots to be sold, has a Developer': s tt c atie,n'►,l Agreement (FORM: OKM1)3 v been attar hz
❑ Yes No 1NIA
if the Applicant is a llc}late.Prty. rty Association,h t astt) sutic�n rl 4eireemestt FORM: I. J been attached''
D Yes
Origin of wastewater.
Residential Owned
❑ Residential Leased
❑ School preschool; day care
[] Food and drink facilities
ri Businesses r offices ;' factories
check all that apply):
Retail (s'tores, centers, mails)
Retad with food preparationise¢ vica
❑ Medical dental ,' veterinary laciliti
❑ Church.
❑II Nursing Horne
100 °-°i, Domestic Commercial
otntttercial
0 Industrial (Ste 15 1 \C.l(. 02T .0 L L20))
there a Pretreatment Program in effect''
h. Has a Clow reduction been approved tinder 15 \ NCAC 02T 0114(1)'l ❑ Y
Ifyes, provide a copy of flow reduction approval letter
7_ Summarize wastewater generated by project,
Establishment Type (see 02T 0114(f))
I Residential„ Townhorne
Daily Design Flow a
190 gallda. unit 28 ! 5,320 GP[)
W ash
tel andlor ?Motels
Swirrtming Pool /CIu
❑ Swimming Pool }filter Backwash
❑ Other (Explain in Attach
d?
gal/
gall
No. of1.1
.T.
GPL)
Two/ 5.: 20 GPD
a See 15 1 NCAC 02'T .01 14Lb). (d). (e)(1) and fe)t t for caveats to wastewater design flow rates (i.c., m.mum 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. 42ry 1).
b Per 15.E NCAC 02T .0114(4 design flow rates for establishments not identified [in table 15A NC hall be
determined using available tow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 5,.320 GPD (per 15,A N't, U 021` m1 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or (ravity. Sewer where flow will be per in subsequent permits 'that connect to this line
❑ Flow has already been allocated in Permit Number;
Rehabilitation or replacement of existing sewer wiflt no new flow expected
Other (Explain):
FIRM
Page 2of5

I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305
I. Summarize gravity sewer to be permitted:
v. Q«ROS
Section 11. & III of the M.DC 'for Permitting of Gravity Sewers contains inforion related to design erneri.
Section III contains inforrnatior related to min um slopes for gravity sewers
Oversizing lines to meet minimum slope requirement is not allowed and a violation of theN1DC
STATION DESIGN CRITERIA (If Applicable) - 02T .0305 & NI I)C (Pump Stations/Force
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: milk ns gallons per day (firm capacity)
4. Operational point(s) of the pump(s): .,, gallons per minute at teettotal dymamie head (TI7H)
S. Summarize the force main to be permitted (for this Pump Station}:
Power reliability in
Length (feet)
rdance with l , C CO?T .0 O5(h0(.I )_
El Standby power source or pump with automatic activation and telemetry - I _A NCAC 02T .0305 h 1)()3)y=
Required for all pump stations with an average daily flow greater than or equal to i 5,000 gallons per day
7 Must be pemtanent 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 - 1 SA NCAC 02T
,0305(h)(I)(C)
or
M1I i,_ OFFICE
Portable pumping unit with plugged emergency pump connection and telemetry - 1 S A NCAC 021' .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 putnp 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,
A 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS (0213 .0200 & 15A NCAC 02-1" .0305(1)):
I, Does the project comply with all separations found in 15,A NCAQ0.211,41.10511&(0
5A NCAC 02T.0305(t) contains minimum separations that shall beprovided fo
Setback Parameter*
and other utilities not listed below (vertical)
systems:
0 Yes 0 No
Separation Required
/4 inches
rains (vertical -water over sewer including in benched trenches)
ins (horizontal)
claimed water lines erUcaI - reclaimed over
18 inches
10 feet
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class 11 irn ounded reservoirs used as a source of drinking water
raters classified WS (except WS-1 or WS-V), B, SA, ORW, HOW, or SB from normal
h water (or tide elevation) and wetlands (see item 1X.2)
18 inches
2feet
100 feet
50 feet
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
—op, slope of emba.n.k.ment or cuts of 2 feet or moreve
stems and interce tor drains
swimming pools
Final earth grade (vertical)
10 feet
5 feet
10 feet
36 inches
)`.. 15A NCAc 02T.0305(g) contains alternatives where separations in 02T.0305 Icannot be achieved.
» **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
• If noncompliance with (12T031)5(1) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes 0 No Ei N/A
')'0: See the Division's draft separation requirements for situations where separation cannot be meet
Y 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 0 No 0 N/A
)'0 This would include Trout Buffered Streams per 15A,N(AQ,21.1.0202
4, Does the project require coverage authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
)%0 Information can be obtained from the 401 & Buffer Permitting_Branch
Yes 0 No
5. Dues project comply with )5A 1\,I,CA('O2T.0105(J(6) (additional permits/certifications)? D Yes No
Per 15A, NCAC 02T.0105(c)(t), directly related environmental 'permits or certification applications are being prepared. have
been applied for, or have been obtained. Issuanceof 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 I5A 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,
El Yes No E1NA
If yes, include an attachment with details I'm each line, including type (aerial line, size, material, and location),
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(1)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 1 A NCAC 021, the Mininttynt Des jg Crit tt3 tsar the erarat Ling of Pinup Staherns
and Force Mains,.(Iatest version),, and the t .Sewer Mtnnnum Design Criteria..(] ttest yr rsiot . as applicable?
Yes D No
If No, complete and submit the Variance/Alternative Design Request application (VADC I0-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track App•lica'tion and supportingd" • uments.
Professional Engineer's Certification:
(Professional Engineer's name from Application
th
ieation 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.
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 fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
attest that this application for
has been reviewed by me and is ac ura'te. and complete tea the best of my knowledge, 1 understand that if all required parts of
this application arc not comp)etcd and that if all required supporting doeumcntatiou and attachments are not included, this
application package is subject to being rcturnetl as incornplece. ! understand that any discharge of Wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action drat may include civil penalties,
injunctive relict, andlor criminal prosecution, 1 will make no claim against the Division of Water Resources should a condition
of this permit be 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 he returned to me as
incomplete.
NOTE In accordance with General Statutes I43�21 . and 14 3-''2 1 5,6B, any person who knowingly makes any false
statement, representation,, or certification in any application package shalt be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well civil penalties up to $25,000 per violation,
Signature:
Date:
FORM; FTA 04-16
Page 5 of 5

CHARLOTTE
Wt.TER
June 27, 2017
Mr, Matt Kearns
Shea Homes
8008 Corporate Center Dr
Suite 300
Charlotte, NC 28226
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
36TH STREET TOWNHOMES
1122 E 36TH STREET, CHARLOTTE NC
CLTWATER TRACK1NG# 201'7712
After an analysis of the sanitary sewer system associated with the proposed design of project 36'h
Street Townhomes, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 5,320 gallons per day (28 townhome units x 190 god/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 DEQ 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
arid continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved, Connection to the CLTWater and 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 constructionif the
appropriate authorization to construct permits are not obtained and construction has notstarted
within one 1 ear of issuance of this flow acceptance, and payment for any service ccnnection(s2
have not been received within (1) year of issuance of this flow acce tance, this flow 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 28216 charlottewaterorg
operated tly the City of Challotte

0 1,000 2,000 4,00,0
\. /I. 1 Feet
inch 2,k )1) Fect
X\"
36TH STREET
USGS TOPO MAP
PROJECT #: SHH-17000
CHARLOTTE, NORTH CAROLINA

VICINITY MAP

The John R. McAdams
Company, Inc.
Raleigh r Durham, NC
2905 Meridian Parkway
Durrham,North Carohna 27713.
[phone]
Charlotte, NC
3436 Toringdon Way
Su to 110
Cwrlotte, North Caraldna 28277
(704) 527-OBOO
CADAMS
August 10, 2017
NCDEQ Mooresville Regional Office
Water Quality Section.
610 E. Center Avenue
Mooresville, North Carolina 281 1
Re: Fast -Track Application FTA 04-16 For Sewer
366 Street Townhomes
Charlotte, North Carolina
SHH-17000
Water Resources Department.
Please find enclosed with this application the following attachments:
1, Application Forrn (FTA 04-16)
2, Application Fee
3, Flow Tracking/Acceptance for Sewer Extension Permit Forth (FaTSE
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
include 28 residential units, The system consists of approximately 373 If of 2"
private domestic service line 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 8"
water main located within E 36th St. and to the existing 20" water man located
within Holt St. The proposed sanitary sewer system will provide sanitary
sewer service for each residential unit. The system will include 5 manholes
and approximately 319 If of 8" PVC private sanitary sewer. The private
service will be tied into the existing 8" sanitary sewer located within E 36th St,
Sincerely,
THE JOHN R. MC ADAFS COMPANt, INC.
Brandon. Plunkett, PE
Sr. Project Manager
Enclosures
McAdamsCo.com
Designing Tomorrow's �!!nlrastru tr re Common!I,e'es

Corporations Division
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Po Box 29622 Raleigh,NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: SHEA HOMES L.L.C.
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
0348160
Dissolved
Not Applicable
Domestic
7/1/1994
December
Farmer, Woodard , Jr.
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
401 South Tryon Street, Ste. 3000
Charlotte, NC 28202
401 South Tryon Street, Ste. 3000
Charlotte, NC 28202
655 Brea Canyon Road
Walnut, CA 91789
655 Brea Canyon Road
Walnut, CA 91789
Company Officials
Ail LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager:
John F Shea , Jr
8008 Corporate Center Drive Suite 300
Charlotte NC 28226
https://www.sosnc.gov/Search/profcorp/4720340
8/14/2017

Central Files: APS SWP _
8/16/2017
Permit Number WQ0039415 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.love
Coastal SWRuIe
Permitted Flow
5,320
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
36th Street Townhomes
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Shea Homes Non -Government
Owner Affiliation
Douglas I. Lawrie
Dev Dir of
3436 Toringdon Way
Dates/Events Charlotte
NC 28277
Orig Issue
8/16/2017
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/11/2017 8/16/2017 8/16/2017
Regulated Activities Requested !Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested 8/15/17
Additional information received 8116117
Waterbody Name Streamlndex Number Current Class Subbasin