WQ0039088_Complete File - Historical_20171231

Water Resources
Environmental Quality
May 22, 2017
Bart Hopper, President
Hopper Communities, Inc.
229 East Kingston Avenue
Charlotte, NC 28203-8700
f�
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIM ERMAN
Director .
Subject: Permit No. WQ0039088 MODIFICATION
Hopper Communities, Inc.
200 Wesley Heights'Way
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Hopper:
In accordance with your application received May 8, 2017, we are forwarding herewith Permit No.
WQ0039088 MODIFICATION dated May 22, 2017, to Hopper Communities, Inc. (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permit shall be effective from the date of issuance until rescinded, shall .void Permit No. WQ0039088
issued March 29, 2017, 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. WQ0039088 was originally issued on March 29, 2017 for 1,413 linear feet of.6-inch gravity
sewer and the discharge of 14,060 gallons per day of domestic wastewater. This modification changes
the sewer line length to802 linear feet of 6-inch gravity sewer and 538 linear feet.of 8-inch gravity sewer
with no change in the amount of flow which will remain at 14,060 gallons per day.
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 responsibiIity 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.
� Nothing Compares
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

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
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.
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail]..
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Mark R. McAuley, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Hopper Communities, Inc.
Mecklenburg County
for the construction and operation of approximately 802 linear feet of 6-inch gravity sewer and
approximately 538 linear feet of 8-inch gravity sewer to serve the 200 Wesley Heights Way project,and
the discharge of 14,060 gallons per day of collected domestic wastewater into the Charlotte Water
existing sewerage system, pursuant to the application received May 8, 2017, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,1996, as applicable;
the Division's Minimum Design Criteria for. the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environmental Quality and considered a part of this permit.
Permit No. WQ0039088 was originally issued on March 29, 2017 for 1,413 linear feet of 6-inch gravity
sewer and the discharge of 14,060 gallons per day of domestic wastewater. This modification changes
the sewer line length to 802 linear feet of 6-inch gravity sewer and 538 linear feet of 8-inch gravity sewer
with no change in the amount of flow which will remain at 14,060 gallons per day.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Sas f ger, Regional Sui#rvisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number:
Permit Issued:
WQ0039088 MODIFICATION
May 22, 2017

SUPPLEMENT TO PERMIT COVER SHEET
Hopper Communities, inc. 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 Irwin Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024945.
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, 14,060 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 Hopper Communities, Inc. and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h)]
The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0.115]
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
4

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. 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 28 .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and

the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
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 iinitial
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 li of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215 1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)1
7, Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
6

If the permit is issued to a private entity with an Operational Agreement, then a copy of the Ai-ticies
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .01161
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)]

Pr
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Hopper Communities, Inc.
WQ0039088 MODIFICATION
200 Wesley Heights Way
May 22, 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 dul registered Professional En ineer in the State of North Carolina,
having been authorized to observe (periodically, n weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina [ Environmental Quality I Water Resources I Water Quality Regional Operations
Tan.r.n...:11n fin tact roman A,annP C,iifw Int I Tanniv lln rnml;..o 14114

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 0446 & SUPPORTING DOCUMENTATION
Application. Number:
All items must be complete
APPLICANT INFORMATION:
1. Applicant's name: Harper Cunitie; (company, municipality, HOA, utility. etc.
2 Applicant type: 0 individual C"orpor::rtion ] General Partnership
] Federal El State/County ] Municipal
Signature authority's name: Bart I upper per I SA NC° a1C t:i'"C .()1 O6(ih)
Title: President
4, Applicant's mailing address: 22eJ 1 ast E in *steat Avenue.
City: Charlotte State: NC Zip: 2,82O3-8700
5, Applicant's contact information:
Phone number: (704) 805-450,I Ernail Address: bhopperc?hcr ,rca C tnuniti :s.ccom
PROJECT INFORMATION:
I . Project name: 200 Wesley Ifer =h
2" Application/Project status:
If a modification, provide the exi
] Proposed (New Permit;
K1
auntie ion will.be returned
Privately -Owned Publi
Other
Existing Permit/Project
g permit number: WQ0039088 and issued date: 3/29/17
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4, Approximate Coordinates (Decimal Degrees): Latitude: 35,237307* Longitude:-80.860388'
5, Parcel ID (if applicable): 07101708
(or Parcel. ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer Mark M. McAuley. icense Number 037925,
Firm: ColeJenest & Stone
Mailing address: 200 S Tryon St. Ste 1400
City: Charlotte, State: NC Zip: 28202-6013
Phone number: [phone] Email Address: mmincaule s colejeneststone.com
W. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Irwin Creek Wastewater Treatment Facility Permit Number. NC0024945
Owner Name: CI.TW titer
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(~): WQ — Downstream (Receiving) Sewer Size: 8 inch
S stLnr 'Wide lol;lectroil Pennrt.i unthertsa1 (o1 app!u rl�l
Owner Na.me(s):
FORM: PTA. 04- 16 Page I of 5

prir
GENERAL REQUIREMENT'S
1. If the Applicant is a. Privately -Owned Public uuli.ty, has a C"erit' .cote of Public Conv
0 Yes No N/A
If the Applicant is a Fyeveloper of lots to be sold., has a Developers C%atr tt n
Yes
If the .Applicant
4, Origin ofw'astewater: (check all that apply):
Residential Owned
0 Residential Leased
School / preschool / day care
0 Food and drink facilities
0 Businesses i' offices / factories
Ass
0 Retail (stores, centers, n ails)
0 Retail with food preparation/service
0 Medical ,' dental 1 veterinary: facilities
0 Church.
0 Nursing Home
Nature of wastewater 100 % Domestic/Commercial
% Commercial
% industrial ( ee I5A NC C' (:t 'i .0103(20))
> Is there a Pretreatment. Program in. effect?
tI. Has a l.ow reduction been approved under _„,,A C C 02,"_i fI 1 4jt)? 0 Yes
if yes, provide a copy" of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see O2T.O11=1(fl)
Residential, single-family townhorne
nce and Necessity been attached?
t3Ftt1_1)['V) b
n attar
OA) been attached?
Car Wash
0 Hotel. and/or Motels
© Swimming Pool /Clubhouse
© Swimnrin.g Pool/Filter Backwash
© Other (Explain in Attachment)
Yes
No
Daily Design Flo
190 gal/unit
gal/
No. of Units
a See 1 .r l 1C; 02':1 01 1, )
dvveliirrg, proposed un.knowtr
and residentia& property local
b Per 15ANCACO2T.0IT4(t
deterrnined using available 1
Wastewater generated by project
Do not include future flows
gall
gal/
gal/
74
7 oral
(e)(11anti I r. 2j for caveats to wastewater design fl w rates (i.e., rnittitnum. flow per
ton -residential development uses: public access facilities .located near high public use areas,
d south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
design tlow rates for establishments not identified [in table I5A. NCAC 112 QI (,] shall be
data, tyter using fixtures, occupancy or operation patterns, and other measured data.
GPD (per 15A, NC AC _02) .01 14)
previously pen -Tinted allocations —
If permitted flow is zero, indicate why:
0 Pump Station orGravity Sewer where flow will be permitted in subsequent pern
Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of e
0 Other (Fxplairr):
ewer with no new II expected
s that connect to this line
FORM: ETA 04-16 Page
1
of 5

GRAVITY
SEWER DESIGN CRITERIA (If Applicable)'7 (Gravity Sewers):
Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
8
518
Material
PVC
20 DIP
6
51,5 PVC
287 DIP
Section li & 111 of the .MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes fir gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a 'violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) —02T 4,305 & MDC (Pomp Stations/Force Main*
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station 'umber or nam.e:
2. A,pproximate Coordinates (Decimal Degree,$)„ Latitude: .Longitude:
3.,Design .flow of the pianp station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TD11.)
5. Summarize the force main to be permitted (for this Pump Station):
Sze(inches) Length (feet)
Material
6.. Power reliability in accordance with 15A NCAC P2A11) .395 01X
El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)j
, Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per clay:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - I.5A 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.
r Ifthe 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 timeframes, shall be provided
in the case of a multiple station power outage.
FORM: PTA 04-16 Page 3, of 5

Plir . SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(fl):
1. Does the project comply with all separations found in I 5A NCAC 02'1' .0305(f) & (g)
I 5A NCAC 02T.0305(f) contains minimum separations that shall he provided for
Setback Parameter*
Storm seers and other utilitiesuoi listed below- (vertical)
Water mains (yertical-water over sewer inclubenched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reelaimed water lines horizontal - rec ed over sewer)
**Any private or public water supply source, including any wells, WS-I waters of Class 1 0
Class II im ded reservoirs used as a source of drinking water
ters classified WS (except WS! or WS-V). B, SA. ORW, 1-1QW, or SB from normal
water (or tide elevation) and wetlands (see item IX 2)
**Any other stream, la,ke, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical eight
.Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
sterns:
earatiorl Re uired
Yes 1 INo
24 inches
8 inches
10 -feet
18 inches
2 feet
5 feet
e t
10 feet
5 feet
10 feet
36 inches
ISA NCAC 021.0305(Q contains alternatives where separations in 021,030,5(fi cannot he achieved.
.= **Stream classifications can be identified using the Division's NC SUrraCC Water Classifications webpace
• Ilnoncompliance with 02T,030510 orW, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) El Yes No N/A
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A 'NCAC 02B ,0200? Yes No A.
• 'Ehis would, include Trout Buffered Streams per 15A .NCAC 2B.0202
4, Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
• Information can be obtained, from the 401& Buffer Permittiuimner
El Yes
5. Does project comply with 1„5„A NCACAST0105(c)(6) (additional pennits/certifications)? Yes LJ No
Per I 5A NCAC 02'F.0 05(0(61, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.),
6, Does this project. include any sewer collection lines that are deemed "high -priority?"
Per 15A Nci"vc 021„0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned ,parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[-,:] Yes lNo DNIA
Ifye, 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)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

V'IRTU1CA1EOS:
e=s the submitted system comly wwitltd Force 11lains (irate tv rs hat! and the
sh t iCAC. 02T, the
«c itySewer Mir
Z Yes
ramplete and submit he Variaarnc.e Alterrnative Desigta
Approval ttlf the,reguest is required prior to subrnitta
Professional Engineer's is"ertificatisan.
has been reviewed b
engineering calculations, grad. aI1 r th r° suppor
of my knowledge the proposed design has
Minimum Design Criteria for Caravity Sewers
of Pump Stations and Force Mains (,latest vers
submittal package, onclu:
have judged it to be con
c
ru
Desp
No
hle3,'
applicationDC 10-14 ) and supporting documents for
lAtte Fast TrackAppli .atiwnond supprart nrf gcume+t4s.
lication It
plete and cons
documentation to
cen prepared in ace(
,at version), and the
1. Although other pr
1 [I1.1.1
the, tnfornaatioon supplied in t're plans, speciti
e best of my knowledge, I further attest that to t
cc with the applicable regulations, Gravity
iirnum Design Criteria, tor the Fast -Track Pen
ionals array have developed certain portions
of these materials under my signature and
at with the proposed design.
e
ns,
ing
1is
that I have reviewed this material and
NOTE — In accordance with General Statutes 143-2I5.6.A a4m3-215w6B, any person who knowtn
statement,. representation, or certification in any application package shall be guilty rit a Class 2 naisderneano
lunclude a tine not to exceed $10,000, as vveil as civil penalties up to.$25.000 per vio
North Carolina Professio
Applicants C.ertiticatiotn per 02T.0
(Signatua Au.
has been reviaarucd by me and is accurate and coornple
this application are not. completed and that it all rLqu
application package is subject to being returned aa.s irla.rsrxmp
discharge system to surface waters or the land will result in an
lcr andfor criminal prosecution. 1 will retake no cla
s permit. be violated, I also understand that hall required
supporting information and attachments are not
signature, and date:
pplicatio
p'lete.
NOTE --- In accordance
statement, representation,
itl Jude a fine not t.o exceed $ 1 0,000 as well as
pplication for
knowledge. 1 understand that if all required parts of
Ting documentation. and attachments are not inc.taded, this
understand 'that any discharge of wastewater from this non-
nediatc enforcement action that may include civil penalties,
nAgainst the Division of Water Resources should a condition
its of thts applrcattotl faackae care not completed and that it
lucled. tltls atntal eitialr t ttcka e ^all be returned to me as
143-215,6A and 143-215.6ft
application package ;shall be
lties up to S 25,000`) per vio
gly makes any false
anor, which may

UNNAMED TRIBUTARY,
EAST OF STEWART CREEK
•C©IeJenest
8► Stone
UNNAMED TRIBUTARY,
EAST OF STEWART CREEK
200 WESLEY HEIGHTS WAY
1„1
�. I...
PROPERTY PROJECT
BOUNDARY AREA
PROPOSED PRIVATE
SANITARY SEWER SYSTE
EXISTING 8" SANITARY
SEWER SYSTEM
PROPOSED OFFSITE EXTENSION
TO 8" PUBLIC MAIN TIE-IN
PROPOSED PRIVATE
SANITARY SEWER SYST
TOPOGRAPHIC MAP
HOPPER COMMUNITIES, INC Project No. 4384 Issued 3.7.17 SCALE: 1%200'
0 100' 200' 400'

g
feet
meters
Duckworth Avenue
200 Wesley Hei
Way Project Site
100
500

CHARLOTTE
W
January 27, 2017
Mr, Torn Platt
Colejenest & Stone
200 S. Tryon St. Ste, 1400
Charlotte, NC 28202
TER
SUBJECT: CAPACITY ASSURANCE REVIEW
200 WESLEY HEIGHTS WAY
200 WESLEY HEIGHTS WAY., CHARLOTTE NC
CLTWATER TRACKING# 20161560
After an analysis of the sanitary sewer associated with the proposed project, it was determined that there
is sufficient capacity to accommodate the average daily flow of 14,060 gallons per day (74 residential,
single family) from this project for transmission to the Irwin Creek Wastewater Treatment Plant; NPDES
permit number NC0024945, for treatment. This acceptance of flow is based on the existing capacity of the
designated publicly owned treatment works.
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 NCDENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the subject
site, However, the applicant should understand that due to the involvement of other agencies and
continuing growth of the water and sewer system, the ability to provide service for future projects cannot
be guaranteed nor reserved. Connection to the 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 and 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) year of
issuance of this capacity assurance fetter: or payment for any service connection(s) has not been
received within (1) year of issuance of this capacity assurance letter, this capacity assurance 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,
Gwendolyn Banner
Engineering Assistant
Charlotte Jater 5100 u+rook,,hur e B v 1, Ch riorte, NC 28216 chaa ? iCtewt�re .,
Operated by the City of Charlotte

Capacity Assurance Program Application Flow Analysis
20161560 Approval Type: Explicit
Customer Name: Tom Platt Flow Tracking Status: Active
Submittal Date: 1212212016 Connection Type: Minor
Reviewer: Alan H. Gaines Cererfication Date: 1124/2017
Project Name: 200 Wesley Heights Way
Service Address: 200 Wesley Heights Way
Service City: Charlotte
Service State: NC
Service ZIP: 28208
fax Parcel Number: 07101710,20,08
Project Type:: Non Exempt
Basin:: Irwin Creek
Requested Average Daily Flow (gpd): 14,060
Peaking Factor 2.5
Percent of Flow Applied: 100
Surcharges or Downstream SSG's: No
Nodes and Flows Affected by this Application (Values shown for flow are in gallons per day)
Node Name Requested_Flow_ Baseline -Commit Available_CNA NA1
12 + 41 35,150 31.400,000 25,945„595 NIA NIA
39 + 40 35,150 37,000,000 31,398,988 N/A N/A
Irwin Creek 16,310 4,700.000 1,649.466 N/A N/A
Requested peak flow and available capacities for pumping stations and flow monitors are reported as peak flow. Requested
peak flow and available capacities for WWTPs are reported as maximum month flow. The available capacities presented for
WWTPs are approximate and for informational purposes only; consult Technical Memorandum 15 - Guidelines for Evaluating
Treatment Capacity for more information.
Comments: After an analysis of the sanitary sewer system associated with proposed design of project 20161560, 200
Wesley Way, it was determined that there is currently sufficient capacity to accommodate the proposed
average daily flow of 14,060 gallons per day at the connection point(s) indicated on the submitted utility plan,

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FIow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Colej enest & Stone
Project Name for which flow is being requested: 200 Wesley Heights Way
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit#: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
12.026
70.717
0.01406
84.235
85.1°6
H. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
Firm
Capacity, *
MGD
' (A)
Design
Average Daily
Flow**
(Firm / pt),
MGD
(B) (C) (D)=(B+C) (EMA-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated
MGD MGD Flow
Available
Capacity* **
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pt) 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): Duckworth Ave.
Downstream Permit Number: unknown
Page 1 of 6
FTSE 04-16

r
III. Certification Statement:
I Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing 11
f cial Signature
r)I12-4
Date
Page2of6
FTSE 04-16

BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Hopper Communities, Inc.
SECRETARY OF STATE ID NUMBER: 0991890
REPORT FOR THE FISCAL YEAR END: 12/31/2015
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Hopper, J. Bart
STATE OF FORMATION: NC
Fling Office Use Only
E-Fled Annual Report
0991890
CA201617505063
6/23/2016 03:53
Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
229 E. Kingston Ave. 229 E. Kingston Ave.
Charlotte, NC 28203-4743 Mecklenburg County Charlotte, NC 28203-4743
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Management & Consulting
2. PRINCIPAL OFFICE PHONE NUMBER: (704) 805,4805
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
229 E. Kingston Ave. 229 E. Kingston Ave.
Charlotte, NC 28203-4743 Charlotte, NC 28203-4743
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: J Bart Hopper NAME: NAME:
TITLE: President TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
229 E. Kingston Ave.
Charlotte, NC 28203
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section ID must be completed in its entirety by a person/business entity.
J Bart Hopper 6/23/2016
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
J Bart Hopper President
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

s
Ch ttott
200 Wesley Heights Way Townhomes Project
The proposed 200 Wesley Heights Way Townhomes project is located on a ±5 acre site
at the intersection of Wesley Heights Way and Duckworth Ave. in Charlotte, NC. The
site is currently undeveloped. The proposed private sanitary sewer includes
development of seventy-four (74) single-family residential townhomes which will
generate a design wastewater flow of 14,060 GPD,
A proposed (modified) private 8" & 6" sanitary sewer collection system is to be
constructed within the new property and will outfall via an existing 8" public sanitary
sewer located east of the project site at two locations. The proposed private sanitary
sewer system, to be permitted with the enclosed application, will be owned and
maintained by the Hopper Communities, Inc.
The modification consist of the size of the pipe increasing in some locations form a 6" to
an 8", length of the different size pipes, and materials,
Attached Items:
1, Fast Track Application (Modification)
2. Application (Modification) Fee of $480,00
3. Topographic Map
4, Street Aerial Map
5, Flow Tracking/Acceptance Form
6, Business Corporation Annual Report
7, Operational Agreement (FORM DEV)
8, Existing Permit (WQ0039088)
P iSPDSKPR©143941_ Correspo+ derceslPermesM1MCDE©14384 - NCDE© Cover Letter rim

Co
&s
"n st
200 Wesley Heights Way Townhomes Project
The proposed 200 Wesley Heights Way Townhomes project is located on a ±5 acre site
at the intersection of Wesley Heights Way and Duckworth Ave. in Charlotte, NC, The
site is currently undeveloped. The proposed private sanitary sewer includes
development of seventy-four (74) single-family residential townhomes which will
generate a design wastewater flow of 14,060 GPD,
A proposed (modified) private 8" & 6'° sanitary sewer collection system is to be
constructed within the new property and will outfall via an existing 8" public sanitary
sewer located east of the project site at two locations. The proposed private sanitary
sewer system, to be permitted with the enclosed application, will be owned and
maintained by the Hopper Communities, Inc.
The mod fic ti n consist of the size of the pipe increasing in some locations forma
an 8", length of the different size pipes, aft #, fp terit fs,
Attached Items:
1, Fast Track Application (Modification)
2. Application (Modification) Fee of $480.00
3, Topographic Map
4, Street Aerial Map
5. Flow Tracking/Acceptance Form
6 Business Corporation Annual Report
7, Operational Agreement (FORM DEV)
8. Existing Permit (W00039088)
P\SC KPROJA1384t„_CarnevandenceslPenrits,,NCDEQ143&4-NCOEO

st
TRANSMITTAL
Date: May 5, 2017
Reference: 4384.00 — 200 Wesley Heights — NCDEQ Private Sanitary Sewer Modification
Submittal
Attention: Mooresville Regional Office Water Quality Section
Company: NC Department of Environmental Quality
Mooresville Regional Office Water Quality Section
610 East Center Avenue
Mooresville, North Carolina 28115
Trans
Are
ng:
Herewith
Tel: [phone]
❑ Under Separate Cover
Copies Dated
2
2 104/30/ 17
2
2
05/04/17
03/07/17
2 01/26/17
2 l 06/23/16
2 i 03/07/17
2 l 03/29/17
Project Cove
ette
Description
Fast Track Sewer Application (Modification)
Certified check #2862 for $480.00
Topographic Map
Street Aerial Map
Row Tracking/Acceptance Form and Associated Documents
Business Corporation Annual Report
Developer's Operational Agreement
Existing Permit - WQ0039088
d via„ Mail ❑ Overnight
Remarks:
By:
cc;
ourier
For Approval ❑ For Your Use
Hand Delivery ❑ Pick -Up
❑ As Requested ❑ For Review
Please find the attached documents for the 200 Wesley Heights Way
private sanitary sewer modification review. Should you need any
additional information, please contact our offices.
Thank you.
sac
Mr. Mark R. McAuley, PE, LEED AP BD+C
Mr. Casey P. Werner, PE
P:1SDSKPROJ\43844,Corres{>ondences\'2CJ 17\Trans1O505t_NCf)F.Q Prwate 5SWR (Modi'iedj.doc

Central Files: APS _ SWP
5/22/2017
Permit Number WQ0039088 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure'Sewer Extensions 1.10 Individual
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
14,060
Facility
Permit Contact Affiliation
Facility Name
200 Wesley Heights Way
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Hopper Communities Inc Non-Govemment
Owner Affiliation
Bart Hopper
229 E Kingston Ave
DateslEvents Charlotte
NC 28208
Orig Issue
3/29/2017
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/8/2017 6/22/2017 5/22/2017
Regulated Activities
Subdivision
Wastewater collection
Outfall
Requested ]Received Events
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACTK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Hopper Communities, Inc.
PERMIT N: WQ0039088 MODIFiCATiON
PROJECT: 200 Wesley Heights Way
ISSUE DATE: May 22, 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
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 hin or portions thereof.
Printed Na mf Title
Signature
ENGINEER'S CERTIFICATION
Date
I, ' A1'ti, as a dul registered Professional En ineer in the State of North Carolina,
having been authorized to observe 4 periodically, —1 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:
X Final Ei Partial (include description
Certification Comments/Qualifiers (attach if necessary):
Slade of North Crolota j Errsri®o Arena#al QUO l y P Ada# r Ros xraraea @ Wa er t w pi&g, Regional ()pan
Mooresville Regional OlTice& 610 Easl Ce,nler Avenue, Stiiec 3m0.' Mooresvt:l�, amttb1 Carolina 28115

Shuinq ti e Envirorrnent.
Rea3 hrrhir k ui a iittt
Land Planning
Lan st a Architecture
CV!aN1it rlrt+a1;i
=,Jrba€r D ttitar�
200 a th Tryr r Street'., Suite 1400 Chan, rtr, NC 28202
p-.704 376 1555 6,70.4 376.. 7851 Leta wvsvw.cplt',(e oestSton8,com
Date:
Reference:
Attention:
Company:
We Are
Transmitting:
August 14, 2018
4384 200 Wesley Heig
NCDWR — Water Quality Regional Operations Section
Chlrlr
Rateig
NCDEQ
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Herewith
TRANSMITTAL
Tel: [phone]
0 Under Separate Cover
Copies
Dated
08/06/18
07/03/18
04/11 /18
Engineering
ation
ption
Private Sanitary Sewer Asbuilts
Private Sanitary Sewer Profiles based on surveyor
provided asbuilts
Transmitted ❑ Mail ® Overnight 0 Courier ❑ Hand Delivery 0 Pick -Up
Via:
For Approval 0 For Your Use
01 As Requested 0 For Review
Remarks: Please find attached the certification package for 200 Wesley Heights.
Please contact our office if you have any additional questions.
By:
CC:
Thank you,
Brittany Fetzner - CJS
Mr, Mark R, McAuley, PE, LEED AP BD+C — ColeJenest & Stone (CJS)
Mr. Casey P. Werner, PE CJS
Mr. Bart Hopper — Hopper Communities
P-1SOSKPR0J413281_Correspandences42D17\Transmitta1110161- NCDEQ Eng4neer Certificatinn.docx

UPSTREAM
STRUCTURE
MH-A9
MH-A8
• CO -A 19
CO -A 17
CO-A16
CO -Al 5
CO-A14
CO -A 13
MH-A5
MN -Ad
MH-A3
MH-B2
CO -A 12
CO -Al 1
DOWNSTREAM.
STRUCTURE
MH-A8
MH-A7
MH-A6
CO -A 16
CO -A 15
CO -A 16
MH-A4
MH-A3
MH-B2
CO -Ai 1
CO-B3
200 ESLEY HEIGHTS ' 4+'AY TOWNHO aE
SANITARY SEWER NETWORK AS -BUILT DATA
MATERIAL
DIP
PVC
PVC
PVC
40.48
20.65
53.01
184.63
53,89
114.39
84.85
0.92
0.42
0.50
UPSTREAM INVERT
ELEVATION (FT.)
696.40
695.76
695.40
694.50
696.28
700.76
698.59
696.92
696.69
695.25
700.26
694.14
693.57
692.67
701.30
699.1
698.47
DOWNSTREAM INVERT
ELEVATION (FT.)
695.79
695.40
695.12
694.68
694.31
695.79
698.59
696.92
696.69
695.25
698.59
693.65
692.79
692.40
..0
698.47
693.03
702.32
701.54
702.59
705.29
708.24
702.50
702.01
706.86
703,38
704.60
701.80
HB2 6 DIP 4.2.63 0.54 692.70 692.47 699.58
SE
L-4