WQ0003718_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUAL TY
October 18, 2016
George Warren, Executive Vice President
Marsh Properties, LLC
2448 Park Road
Charlotte, NC 28203-5927
ATC+CR f '
DONALD R, VAN ? E VAART
Secr tor y
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0003718 Modification
Marsh Properties, LLC
Strawberry Hill - Fresh Market
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr, Warren:
in accordance with your application received September 28, 2016, we are forwarding herewith Permit No,
WQ0003718 Modification dated October 18, 2016, to Marsh Properties, LLC (Permittee) for the
construction and operation upon certification of the subject wastewatercollectionsystem extension. This
permit shall be effective from the date of issuance until rescinded, shall void Permit No. WQ0003718
issued July 26, 1990, 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.
Permit No, WQ0003718 was originally issued for 722 linear feet (If) of 8-inch gravity sewer and 13,607
gallons per day (gpd) of domestic flow. This modification adds 186 If of 8-inch gravity sewer for a total of
908 If of 8-inch gravity sewer, and adds 1,222 gpd of commercial flow for a total of 14,829 gpd.
Please pay particular attention to the following conditions contained within this permit:
Condition Ill: 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 150B of North Carolina General
State of North Carolina 4 Environmental Quality Water Resources Water Quality Regional Operations
Mooresville Regional OfflceE 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina '28 f l5
704 663 1699

SUPPLEMENT TO PERMIT COVER SHEET
Marsh Properties, LLC is, hereby authorized to -
Construct, and then operate upon certification the aforementioned wastewater collection extension, The
sewage and wastewater collected bvthis system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15AN[AC2T; 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 ofthe 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 projectmeets
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, 14,829GPD shall bemade 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))
I. This permit shall become voidable unless the agreement between Marsh Properties, LLC and Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. 1154 N[A[
11. STANDARD CONDITIONS
1. This permit isnot transferable, |nthe event there isadesire for the wastewater collection facilities
to change ownership, or there is a name change of the Pennittee a formal permit request shall be
submitted tmthe Division accompanied by documentation from the parties involved, and other
supporting materials anmay beappropriate. The approval ofthis request shall beconsidered onits
merits and may o,may not beapproved, [1S/\N[AIOZT.01U4;G.S143'21S.1(d3)l
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.01101
This permit shall be effective only with respect to the nature and volume of wastes described in the
Page 4 of 8

Statutes, end ifed ydth ,tfie Office ):4 Atirolnistraaye Reaengs, ,671.4 Mali Service Center, Raleigh, NC
27699-6714. (/. hiess such demands. are made, this permirt._shall be final and binding.
lf yoa need addylarraiLinfarmailori concerning this matter, please contact Berry Love at [phone]
&via e-mail at barrV.kiveencdenr:g6V;
&merely,.
by* Corey tenger, Regional Supervisor
Water Quality Regional Operations section
Mooresville Regional Office
Dly)sion of Water ilesourcesiniCogO.
ccgatiian_Docilitt!eiM, (0-copy).
Barbara Gross Ce-copy) '
Tommy itowiand (e-Copy)
tligiOn4l:Offlie Files
W3teiff6inurees.Ceniral Fifes
pER.C6te'•:ailPY)
Page 2 of B
"1-

(2yelyryf
...-
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the. provisibris.of Article 21 tif Chapter 143; .General Statutes Of North Carolina as
amended,end other applicable Laws;Ruies, and RegtliatiOnsipermission is hereby grantedto
Marsh.Propertiet, LLC.
eckieriburzCounty „
for the construction and operation of-aggro:tin:140/-968 linear feet of 8-inch gravity sewer to serve the
Strawberry Hilt Fresh project and the discharge of 24,829 gallons peg day of dilietted commercial
wastewater into the:Charlotte Water exIsting'seWerage system', pursuant toihe application :received
September 2E, 2016, and In conformity with ISA NCAC2Tithe Division's GravitySewer Minimum Design
Cjiteria,adepted February 12,•1996, as appficableiThe DivistOn's.MlnImuni Design' Criteria foi the Fast -
Track. Perthittirieilf Pump Stations.and Force Mains adopted June 1, 2000„. as appEcable; and other
supporting ,dataistibsequently, filed and approecl. by the. Department of Envlr,onmental Quality and
contldeled.a. parfOTihis perrnit.
Permit No. Wa0003718'was originally Issued.for.:722 linear feet (If) of.8,inch gravity sewer and 13,607
gallons per day (0)9i:domestic' ROW. TM modification adds 1136'1f of 6.-loch gravity ,sewer for a';total of,
908 if of 8-indh stayibtse,wer, Ond adds;1,222 gpdof Odminercialflow,for a'tntalcii:14,.829 gpd.
This permit shall be effective from the date -of issuance untitresclnded and shallbe subject tope specified
conditions and limitations contained therein.
by 101/: Cory Elasinger; Regional Superyisor
Water quality Regional Operations Section.
Mooresvifie Regional Office-
DiVision Water Res'ourOe NCDEQ
Permit Numb: :141Q0003718 Modification
Permit issued: October 18, 2016
Page 3 of 8

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 (Le. 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.
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.
Page 5 of 8

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,
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 554 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 11 of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the 55O was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
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 an 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 to multiple stations, an evaluation of ail the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

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 constructionrecord drawings shall be maintained an file by therPermittee 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)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMIITTEE:
PERMIT #:.
PROJECT:
ISSUE DATE:
Marsh Properties, LLC
WQ0003718 Modification
Strawberry Hill Fresh Market
October 18, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (n periodically, n weekly, LJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal /Signature & date:
E] Final EJ Partial (include description)
Certification Corrlltlents/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional ©p:rations
Mooresville Regional Office' 610 East Center Avenue„ Suite 301 p Mooresville, North. Carolina 28115
704 663 1699

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
ETA 04-16 & SUPPORTING DOCITMENTATION
Application Number: l'A„( (to be completal by DWR)
R E El' E C DENRIDWA
All items must be completed or the application will be retnrned
1. APPLICANT INFORMATION:
1. Applicant's name: Marsh Properties, LLC (company, municipality, FIOA, utility, etc)
Applicant type:
111 Federal
MOORE so, Os 10 MAL OFFi
Corporation General Partnership fl Privately Owned Public Utility
0 State/County Municipal 0 Other
3. Signature authority's name: Georg 'Warren per 15A NCAC 02T .0106(h)
Title: Executive Vice President
4. Applicant's mailing address: 2448 Park Road
City: Charlotte State: NC Lip: 28203-5927
5. Applicant's contact information;
Phone .number: [phone] Email Address: gyvarrenamarsitproperties.com
II. PROJECT INFORMATION:
1. Project name: Strawberry Hill - Fresh Market
2. Application/Project status: 0 Proposed (New Pennit) Existing Permit/Project
if a modification,. provide the existing permit 'number: WQ000371,8 and issued date: July 26, 1990
if new construction hut part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): 1.,,atitud.e: 35.1570Longitude: -80.7959'
5. Parcel ID (if applicable): 185121,31, 1851.2129, 1851211.7
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Nathan Doolittle License N Tiber: 3.1..521
Firm: LandDesign Inc
Mailing address: 22.3 N: Graham St.
City: Charlotte State: NC Zip: 28202-1431
Phone number: [phone] Email Address: ndoolittleAlanddesign.com
W. WASTEWATER TREATMENT FACILITY 0MM INFORMATION:
1. Facility Name: McAlpine Creek Wastewater Treatment Plant Permit Number: 'NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): _ Downstream (Receiving) Sewer Size: '8 inch
System Wide Collection System Petr-nit Number(s) (if applicable): WQCS0001
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page
of 5

'1. GENERAL REQUIREMENTS
lithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yeti ❑No N/A
Iftlte Applicant is a 17eveloper of pots to be sold, has a E)oLe.lop..r_s t)p4 : ttc�ct�l ga eni (1ORM l rI } been attached?
0 Yeti No
If the Applicant is a
4. Origin of Wastewater: (check all that app..}
❑ Residential Owned
❑ Residential Leased
❑ School ,/ preschool = day care
Z Food and drink factlttics
❑ Businesses / offices ' facto.
Nature of wastewater
❑ Yes ❑No ENIA
j Retail (;stores, centers. malls}
Retail with food preparation/service
© Medical I dental veterinary facilities
❑ Church
[� Nursing Hong
Domestic/Commercial
% Industrial (See 1 /
100 Sri Commercial.
"-Is there a Pretreatment. Program in effect?
a flow reduction been approved under 1 " \ 1CAC 021 ,01 14W"! ❑ Yes
provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)).
Grocery Store
gal/1000 SF
n attached?
❑ Car Wash
❑ Hotel andlor Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backw.ash
❑ Other (Explain in Attachment)
Yes ®No
No
N'o. of Uni
9,400 1,222 GPD
GPI::)
CTPU
GPI)
GPI)
GPI)
Total
a See 15A,N 'NCAC 02I;01 140),l f) I`c}g ll._yndj_e)('). for caveats to wastewater design flow rates (i,xinimum 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,L1 ,A.74),
b Per 1.5A NCAC 02°T ,01 14(c), design flow rates for establishments not identified [in table 15A NCA( 02E.0} 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
Wastewater generated by project: 1,222 GPI) (per 1 s A `C;; C 02T" .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 fine
❑ :Flow has already been. allocated in :Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
Other (Explain):
FORM: ETA 04-1 b Page 2 of 5

VIL. GRAVITY SEWER DESIGN CRITERIA (If Applicable
1. Summarize gravity sewer to he permitted.:
Size (inches)
8
- 02 I
Length (feet)
186
' (Gravity Sewers':
Material
PVC
;%•. Section II & 111 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) — 02'I .0305 & MDC (Pump Stations/Force. Mains):
COMPLETE FOR EACH PUMP STATIONTNCLUDED 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 trim capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ feet total dynainic head CIDH)
5. Summarize the force main to he permitted (for this Purnp Station):
6, Power reliability in accordance with 1,5A NCAC 021 .03050 )tp:
O Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
'fr Required for a1.1 pump stations. with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to .facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
D Portable power source with manual activation, quick -connection receptacle and telemetry - 1.5A NCAC 02T
.0305(h)( 1)(C)
or
D Portable pumping unit with plugged emergency' pump connection and telemetry - 15A NCAC 02T .0.305(h)( I)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
- If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, including travel timefra.mes, shall be provided
in the case of a multiple station power outage.
F)RM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T ,0305(0):
1, Does the project comply with al 1 .cparaiions found in 15A NC'AC 02.T .0.305(11.. tg),
15A NCAC 021...0305(f) contains minimum separations that shall bcprovided for seer sys
Setback Parameter*
onnsewers and other utilities noi. listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
ater mains (horizontal) 10 feet
keclairned water lines (vertical - reclaimed over sewer) l8 inches
Reclaimedwater lines (horizontal - reclaimedover sewer) 2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I. o
Class II iniounded reservoirs used as a source of drin.king water
*Waters classified WS (except WS-I or WS-V), B. SA, ORW, BOW, or SB from normal
high water (or tide elevation) and wetlands (see item .1X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any 'building foundation
ration Required
24 inches
8 inches
Any basement
Top slope of embankment or cuts of 2 .feet or more vertical height
Drainage s sstems and interceptor drains
Any swimminpools
Final earthrcde(erticaI)
,
100 feet
50 feet
10 feet
5 feet
10 feet
feet
5 feet
10 feet
36 inches
• )02.T.t.)105(g) contains alternatives where separations in 021010.5(D cannot be achieved.
**Stream classifications can he identified using the Division's NC Surface Water Chilications webpa
• If noncompliance with 921 ,(19011) (to, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river 'basin rules pe.
This would include Trout Buffered Streams per 15A NCAC 213.0202
N(C 0.211,924.)0'
.
No
Yes 1 INc
Yes 1 1 No
4. Does the project comply with an individual 404 Permit or any 401 Certifications'? Yes J No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
infamration can be obtained from the 401 & Buffer PermiltingBranch
5. Does project comply with 15A 'CAC 021,0 05Lc,1110 (additional permitslcertifications)? Yes No
Per 15A NcLA(102.).(105(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 rnanagcm,ent plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority'?"
Per )SA NCAC 021„.0402, "high priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to stream.ban.ks that is subject to erosion that undermines or deteriorates the sewer.
Li Yes No
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per .15A NCAC 02T.0403(a)(S) or the permitee's individual System -Wide Collection permit.
FORM, FTA. 04-16 Page 4 of 5

CERTIFICATIONS:
I _Does the submitted system comply with I5A 'NCAC 02T, the Minimum Design C:riteria for Me Permittisw of Pump Stations
and Force Mains (latest version), and the GraVity Sewer Nfininnim DesigriCriteriglhitesTversion) as applicable?
YesEli No
If No, complete and submit th.e VariancelAherative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior tosubmittal of the Fast Track Application and supporting documents,
2. Professional .Engineer's Certification:
1.,1"1>“(A.',0 DeoL,
altesi that this application ftn
(Professional Engineer s name from Application Item Tat.)
has been reviewed by me and Os accurate, complete and consistent with the information ,supplied in tbe plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledgc. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance withthe 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 1 have reviewed this material and
have judged it to be consistent with the p.roposed. design.
NOTE In accordance with General Statutes 143-21.5.6A and 143-215.6B, any person who knowingly makes any fal.se
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:
3. Applicant's Certification per 15A NCAC 02'l .0106(b).
U t4- Ito
CAR0///,
• • • .
/0 • I'
$IAL
$$1121
rr V. Lc- Pr 4. s.-;itr attest that this application for
(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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andlor criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated, I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete,
NOTE — In accordance with General Statutes 143-215,6A. and 143:21.5.6B, any person who knowingly makes any false
statement, :representation, or certification in an application package shallbe guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as — ..alties up to $.25,000 per violation,
Signature:
Date: _pa_
FORM: ETA 0446
Page 5 of 5

C201301101168
SOSID: 1296575
Date Filed: 1/15/2013 11:57:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C201301101168
ARTICLES OF ORGANIZATION
OF
MARSH PROPERTIES, LLC
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited Iiability company is: Marsh Properties, LLC.
2. There shall be no limit on the duration of the limited liability company.
3. The name and address of the sole organizer executing these articles of organization is as
follows:
George S. Warren
2448 Park Road
Charlotte, NC 28203
4. The street address and county of the initial registered office of the limited liability company
is:
2448 Park Road
Charlotte, NC 28203
Mecklenburg County
5. The mailing address of the registered office of the limited liability company is:
2448 Park Road
Charlotte, NC 28203
6. The name of the initial registered agent is James H. McLawhorn.
7. The street address and county of the Limited liability company is:
2448 Park Road
Charlotte, NC 28203
Mecklenburg County
8. The mailing address of the principal office of the limited liability company is:
P.O. Box 35329
Charlotte, NC 28235
9. All members by virtue of their status as members shall be managers of this limited liability
company. The limited liability company is to be member managed.
44957187_I

C201301101168
10. To the fullest extent permitted by the North Carolina Limited Liability Company Act as it
exists or may hereafter be amended, no person who is serving or has served as a manager of
the limited liability company shall be personally liable to the limited liability company or
any of its members for monetary damages for breach of duty as a manager. No amendment
or repeal of this article, nor adoption of any provisions to these Articles of Organization
incoasistent:with this article, -shall eliminate or reduce the protection granted herein with
respect to any matter that occurred prior to such amendment, repeal or adoption.
11. These articles will be effective upon filing.
This is the 11 th day of January, 2013.
George S
antzer
Signature page to Articles of Organization of Marsh Properties, LLC

R P. E P.R
ill RY SEWER
C Ei cf TO
E*.E E;ik, ATE
SA °SEWER
LA (PERMIT NO
«Om0 2 %

Polaris 3G Map -- Mecklenburg County, North Carolina
Strawberry Hill Street Level Map
Date Printed: 9/1612016 11: 3:48 AM
CONNECTION TO
EX, 8" PRIVATE
SANITARY SEWER
(PERMIT NO,
W00003718)
fhis wrap ar report rs prepared for the inventory of reatpr aperty vithrn 14t ckfenbur County and is r mpiled from recorded deeds, plats, tax maps, surveys, ptanrrrtetroo maps, and other publicrecords and data,
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verilicatiora, hteclflenburg County and its mapping contractors assume no legal
ponsibility for the information contained herein.

State of North Carolina
Department of Environment, Health and Natural ResourcesDivision of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary Director
July 26, 1990
Mr. John S. Johnston, President
Marsh Realty Company
. P.O. Box 35329
2448 Park Road
Charlotte, NC 28235
Subject: Permit No. WQ0003718
Marsh Realty Company
Strawberry Hill Center
Sewer Extension
Mecklenburg County
Dear Mr. Johnston:
In accordance with your application received June 15, 1990, we are forwarding herewith
Permit No. WQ0003718, dated July 26, 1990, to Marsh Realty Company for the construction and
operation of the subject wastewater collection 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.
rf any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the form of a written petition, conforming
to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made this permit shall
be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need
additional information concerning this matter, please contact Mr. Charles Gordner at
919/733-5083.
Sincerely,
t{ f . •n
George-`r
. Everett'
cc: Mecklenburg County Health Department
Mooresville Regional Office
Land Design Engineering Services, Inc.
Charlotte -Mecklenburg Utility Department
Mecklenburg County Environmental Protection
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 2761 / -7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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
Marsh Realty Company
Mecklenburg County
FOR THE
construction and operation of approximately 722 linear feet of eight inch gravity sewer to serve
Strawberry Hill Center and the discharge of 13,607 GPD of collected domestic wastewater into
the Charlotte -Mecklenburg Utility Department's existing sewerage system, pursuant to the
application received June 15, 1990 and in conformity with the project plan, specifications, and
other supporting data subsequently filed and approved by the •Department of Environment,
Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the McAlpine Creek
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6. Construction of the sewers, pump station(s) and force main 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.
7. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications. Mail the certification to the Permits and Engineering Unit, P.O. Box 27687,
Raleigh, NC 27611-7687.

8 . A copy of the approved plans and specifications shall be maintained on file by the Permittee
for a minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
10. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
11. In the event that the 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
wastewater collection facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone no.
704/663-1699 as soon as possible, but in no case more than 24 hours or on the next
working day 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures
of pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such
station or facility.
Persons reporting such occurrences by telephone shall also file a written report in Letter
form within 15 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.
13. This permit shall become voidable unless the agreement between Marsh Realty Company.
and Charlotte -Mecklenburg Utility Department for the collection and final treatment of
wastewater is in full force and effect.
Permit issued this the 26th day of July, 1990
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION nn'
NiA0
George T. verett, Director ! '�
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. WQ0003718
July 26, 1990
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weeldy, full dine) the construction of the
project, for the
Project Name Location
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 and intent of the approved plans and specifications.
Signature Registration No.
Date
3

CHARLOTTE
W
August 9, 2016
Mr. Matthew Weschler
LandDesign, Inc.
223 N. Graham St,
Charlotte, NC 28202
TER
SUBJECT: CAPACITY ASSURANCE REVIEW
STRAWBERRY HILL
4309 PROVIDENCE RD CHARLOTTE NC
CLTWATER TRACKING# 2016836
A Capacity Assurance Review of the subject site has been completed and the following has been
determined:
The review has been set to conditional due to capacity concerns at Site 2 permanent flow monitor. These
concerns should be addressed with the completion of the McMullen Relief Parallel Sewer Project. AU
other sanitary sewer associated with the proposed project was found to have sufficient capacity to
accommodate the proposed sewer flow of 32,981 gallons per day (9,400sf grocery x130gpd/1000sf;760
seats restaurant x 40gpdtseat;9300sf retail x 130gpd/1000sf and 6 employee bank x 25gpdfemployee)
from this project 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,
CLTWater agrees to furnish water to the subject project. The water quality to the subject project rrs
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply Management
Plan, PWS I© # 0160010, on file with the Public Water Supply Section of NCDEQ. However, CLTWater
cannot guarantee a constant pressure or quality of flow,
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
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 construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one 1 ear o
Issuance of this Capacity Assurance Review, and payment for any service connection(s) has not been
received within (1) year of issuance of this Capacity Assurance Review letter. this approval shall be
rescinded and a new Capacity Assurance Review must be made. If you have any questions, you may
contact me at [phone] or Alan Gaines at [phone].
Sincerely,
gwencCc%n .crux er
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 6roCrksr'rro e Blbr4. Charlotte, NC 28216 char l;,tte4 aterr,t rg
Operated by the Cdty of 1 I arlotte

CHARLOTTE
W
T E R
CAPACITY ASSURANCE REVIEW APPLICATION
(FLOW ACCEPTANCE & WILLINGNESS TO SERVE)
All requests require a drawing indicating proposed water/sewer connection points)
Matthew
Weschler LandDesign, Inc,.
0
W First Name Last Name MI Company (if applicable)
co T 223 N. Graham St, mweschlerczlanddesign.com
D co AddressCf e-mail
w Charlotte NC 28202 704-333-0325
ce
City State Zip Phone
z
00
wH
© Q
cum �
a.©
PROJECT INFO
Strawberry Hill
Project Name
4309 Providence Road
Site Address 187-01-601, 85-12-117 185-12-131,
Charlotte
City
NC
28211 185-12-130, 187-01-601, 185-12-129
State Zip
Tax Parcel Number
Complete thg following:
1. Project is: Wnew L3 modification
2. Type of development? (I SA NCAC 02T.0114 wastewater Deslgn Flow Rates)
a. Residential, apartment
b Residential, townhomefcondom'inium
c. Amenity Center (sfj/Pool (people)
d, Residential, single-family
i. Public Roads?
e. Restaurant
f. Retail/Retail with food p
g. Office
h. Warehouse
i. Hotel
j. School
p
i. Cafeteria
units
units
sfipersons
_ Jots
❑YLUN
seats
sf
#empfshift
#loading bays
rooms
students
LiYUN
IL Gym/Locker rooms Li Y ❑ N
k. Other (provide flow calculations) See attached for
0
3. Will this project have a pool? U' Y
"if yes, pearl must have a 4dneh drain line
4. Will this project have a private sewer lift station?
LIMN
5. Total wastewater flow requested (average daily flow in gpd,
show calcuralion,$)
33,000 GPD
6. Commercial only: Peak wastewater flow requested
(''peak hcwq Plrwin ®ph, snow sal talatnaras!
3,437 GPI-1
7. Average Daily Water Demand: 33.000 GPN
8. Peak Water Demand (GPM): ,57,3 GPM
9, Will you be submitting this project to NCDENR for
sewer permitting? LiY N
10. Does this project include a 2-inch or larger private water
estimates line providing service to multiple buildings?
`Y LI N
CLTWater Tracking
Does the flow transmit through a CMUD lift station? Li Y © N If yes, which station?
WWTF: McAlpine 1 McDowell 1 Irwin / Sugar / Mallard 1 Rocky River Flow amount (gpd):
Basin:
Mail, deliver or fax this application to:
CHARLOTTE WATER
Installation & Development Services
5100 Brookshire Blvd
Charlotte, NC 28216
e-mail: [e-mail]
Fax: [phone]
Updated October 2015

Strawberry Hill
Wastewater Flow Calculations(1) 8/1/2016
VALUE 1 UNIT
Out fi to sewer connection on Providence Rd
ADDITIONAL GROCERY STORE AREA141
RESTAURANT
RETAIL
BANK
9,400
760
9300
SF
SEATS
SF
EMPLOYEES
DAILY FLOW
130 GALt"1000 SF
40 GAL/SEAT12
30 GAL/1000 SF
25 GAL/ EMPLOYEEI5I
GPD
1222
30411
1209
150
GPM
0,8
21.1
0.8
0.1
Total Daily Flow
PEAK FLOW(3)
GPD
32992
82479
GPM
22.9
57,3
GPH
1375
3437
(1) Daily flow estimates derived from section 02T.0114 of the North Carolina Administrative Code, Title 15A, Department of
Enviroment and Natural Resources, Division of Water Quality
(2) Assuming 15 SF/ seat, and 50% of total restaurant space used for seating.
(3) 2,5* Total Daily Flow
(4) Development includes interior retrofit of existing 14,900 SF grocery store for retail and restaurant use, and construction
of new 24,300 SF grocery store
(5) Assuming 6 employees

n of Water es more
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: 2ANDDESIGN, INC.
Project Name for which flow is being requested: strawberry Hill
More than one VISE may be requiredfor a single project if the owner of th
stations along the route of the proposed wastewater flow.
esponsible for all pump
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek
win Creek, Sugar Creek.
b. WWTP Facility Permit #: NCo024976, NC0d24945, 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 GD
99.0
11.133
.262
32
82.429
H. Complete this section for eachpump station you are responsible for along ute of thi
proposed wastewater flow.
List pump stations located between the project connection point and the W WTP:
(A) (B) (C) 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 (pi) 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): Strawberry Hill -Providence Rd.
Downstream Permit Number: WQ000l8 31
Page 1 of 6
FTSE 04-16

HI. 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 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official gnature
Page 2 of 6
- Date
FTSE 04-16

1014209 STRAWBERRY HILL
SHOPPING CENTER
1014209
Strawberry Hill Private Sewer -
Flow Acceptance Letter
For your use
Matt Weschler
Barry Love
610 E Center Ave #30
Room # 3323
Mooresville NC 28115
United States
Barry,
Land Design
NCDENR-
Mooresville Regional
Office
9/29/2016
00014
Mail
[e-mail]
[e-mail]
704-333-0325
x1108
Please find enclosed (2) copies of the flow acceptance setter from Charlotte
Water to accompany the fast track sanitary sewer permit applications for
the Strawberry Hill - Fresh Market grocery store and Strawberry Hill - Retail
development projects. The flow acceptance application for both projects
was approved under the same flow acceptance application.
If you have any questions or concerns, please feel free to contact me.
Thank you,
Matthew tl
Designer I Charlotte (0) 704. 333, :32
Charlotte f Washington DC I Dallas I °hand°
r ...r v 3 3 ! LandDesiynlnc
/2016 Charlotte
ater Flow Acceptance Letter

Transmittal
Kate Goodman (Land Design)
DATE: 9/29/2016
TRANSMITTAL ID: 00014
Page 2 of 2

1014209 STRAWBERRY HILL
SHOPPING CENTER
1014209
Strawberry Hill Fresh Market -
Private Sewer
For your approval
Matt Weschler
Burry Love
610 E Center Ave #301 NCDENR -
Room # 3323 Mooresville Regiona
Mooresville NC 28115 Office
United States
Land Design
Barry,
ttatat ettae.,ertitatatattet0WR
9/26/2016
©001©
Mail
MWeschl04-
x1108er( landdesign,com x108 -932 a
barryJove@ncdenr,gov
Please find enclosed an updated fast track sanitary sewer permit application
for a major modification to an existing private sanitary sewer system to
serve the Strawberry Hill Fresh Market grocery store development located
at 4200 Aldershot Ct in Charlotte, NC.
If you have any questions or concerns, please feel free to contact me.
Thank you,
Designer j Charlotte
Charlotte [ Washington DC D
Il,zx
lanclo

Transmittal
DATE:. 9/26/2016
TRANSMITTAL ID: 00010
DESCRIPTION OF CONTENTS
QTY
DATED
TITLE
NOTES
1
9/26/2016
Fast Track Sewer Application
1
1/15/2013
Company Documentation from Secretary of State
1
9/26/2016
Sewer Map
1
9/22/2016
$480 Review Fee Check
1
7/26/1990
Existing Private Sewer Permit No. WQ0003718
COPIES:
Kate Goodman
(Land Design)
Page 2 of 2

a
Central Files: APS — SWP
10/18/2016
Permit Number WQ0003718 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
14,829
Facility
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
John S. Johnston
Box 35329 2448 Park Rd
Charlotte NC 28235
Facility Name
Marsh Realty Co -Strawberry Hi
Location Address
Owner
Major/Minor Region
Minor Mooresville
Cbunty
Mecklenburg
Facility Contact Affiliation
Owner Name ' Owner Type
Marsh Realty Co Non-Govemment
Owner Affiliation
E Hunter Johnston
PO Box 35329
Dates!Events Charlotte
NC 28235
Orig Issue
7/26/1990
App Received Draft Initiated
9/28/2016
Scheduled
Issuance Public Notice Issue Effective
10/1812016 10/18/2016
Regulated Activities Requested !Received Events
Domestic, other
Wastewater collection
Outral I
Additional information requested
Additional information received
Expiration
Waterbody Name Streamindex Number Current Class Subbasin