WQ0038915_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
r
December 8, 2016
Keith Fitz
DDR Belgate LLP
3300 Enterprise Parkway
Beachwood, Ohio 44122
PATIMCCRORY
L L--'Go�emar
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0038915
DDR Belgate LLP
Belgate A3/A4
Wastewater Collection System Extension Permit -
Mecklenburg County
Dear Mr. Fitz:
In accordance with your application received December 6, 2016, we are forwarding herewith Permit No.
WQ0038915 dated December 8, 2016, to DDR Belgate LIP (Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1:
Condition 11.4:
This permit shall not be automatically transferable; a request must be made and
approved.
Requires that the wastewatercollection 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
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.
State of North Carolina I Environmental Quality.) Water Resources ( Water Quality Regional Operations
Mooresville Regional Office l 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this
or via e-mail at [e-mail].
Sincerely,
kr - by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Nathan Doolittle, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
e
e contact Barry Love at (704) 23 -2143
Page 2of8

E_ nvironmental_
.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
DDR Belgate LLP
Mecklenburg County
for the construction and operation of approximately 515 linear feet of 6-inch gravity sewer to serve the
Belgate A3/A4 project, and the discharge of 14;475 gallons per day of collected domestic wastewater into
the Charlotte Water existing sewerage system, pursuant to the application received December 6, 2016 ,
and in conformity with 15A`NCAC 2T; the Division's -Gravity Sewer Minimum Design Criteria adopted
February 12,1996, 'as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
-Pump'Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a part of
this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
cond p tations contained therein.
byW. Corey Basinger, Regional Supervisor.
Water Quality Regional Operations Section -
'Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038915
Permit Issued:
'December 8, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
DDR Belgate LLP 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 Mallard Creek
Wastewater Treatment Plant in accordance with Permit Number NC0030210.
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, 14,475 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 DDR Belgate I.LP and Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
02T.0304(h)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
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
Page 4 of 8

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 .010$(b)1:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel *and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member' at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page.5 of 8

a. Any process unit failure due toknown mrunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line -
blockage orbreakage, etc.; or
b. Any 8SOand/or spill over I,000gallons; or
c. Any SS{land/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed informationis permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurringoutsidenmrrnm\bwsimesohouranmaya|subeneportedto
the Division ofEmergency Management attelephone nmmber(8OO) 850-0388or/919\733-3300.
Peruons,reportinganypftheabomyoccurrencessha||fi|easpi||reportbycomp|etingandsubnmi1ting
Part | of Form CS-S5O (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken nrproposed tobetaken to
ensure that the problem does not recur. Part ||ofForm CS-SSO(or the most current Division approved
form) can also becompleted toshow that the SSC]was beyond control, [G.S'143-2lS.1C(al)]
6. Construction nfthe gravity sewers, pump stations, and force mains shall bescheduled moasnot to
interrupt service bvthe existing utilities nor result inonoverflow orbypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion ofconstruction aod priortomperationofthesepenmht8dfacildjes,theozmp|eted
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents tothe address provided onthe form. Acomplete certification )sone where the form is
fully executed and the supporting documents are provided aSapplicable. Any wastewater flow made
thbutary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered 8 violation of the permit and shall subject the Pe,rnitteP to
appropriate enforcement actions.
if the permit is issued to aprivate entity with @nOperational Agreement, then acopy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification imone where the form is fully executed and the supportingdocuments are
provided as applicable. Supporting documentation shall include the following.
a. One copy of the project construction record drawings (plan &prof ile views of sewer lines & force
mains) ofthe wastewater collection system extension. Final record drawings should beclear on
the plans mron 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 m,ipe and pump sizing,
ve|ocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the m/wt well, and force main, ability to flush |ovm points in
force mains with o pump cycle, and downstream sewer capacity analysis, If a portable power
source or pump |sdedicated tomultiple stations, anevaluation ofall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
1in1efrarnes,shall beprovided.
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 construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A• NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisanceconditions, 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 ENGII IEERING CER
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
DDR Belgate LLP
WQ0038915
Belgate A3/A4
December 8, 2016
FICA11ON
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 CERTFICATION
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
l , as a dul registered Professional En ineer in the State of North Carolina,
having been authorized to observe {periodically, El 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:
0 Final
Partial (include description)
Certification Comments/
!u1
ch if n
of 'osti
Mooresville
ualit i Wader
motes Avenue, suite 301 1 Moores Bile, North Carolina 28115
it/4 663 1699
ty

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
ApplicationNumber:
r<•,, 0
1,4-.),,J i • to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION,
I. Applicant's name: DDR Belgate L1JE, (company, municipality, WM., utility, etc.)
2 Applicant tvpe LIJ Individual Corporation El General Partnership Privately -Owned Public Utility
, Municipal 111 Other
[I] Federal LI State/County
3: Signature authority's name: Keith '1itz per 1.15,,N NC:AC 02T
Title: Senior Project Manag,er
4: Applicant's mailing address: 3300 Enterprise Parkway
City: :Beachwood State: OH Zip: 441'22-
5, Applicant's contact information:
Phone number: [phone] Email .Address: kfitzEd.)ddr.com
II. PROJECT INFORMATION:
1, Project name: fielgate A3/A4
2. Application/Project status: Proposed (New Permit) Eli Existing Permit/Project
If a modification, provide the existing permit. number: WQ00 and issued date:
If new construction but partof a master plan, provide the existing permit number: WQ00_
3i County where, project is located: Mecklenburg
Approximate Coordinates (Decimal Degrees): Latitude: 35.29' :Longitude: -80.76'
5, Parcel ID (if applicable): 04746103
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Nathan Doolittle, PE
Firm: LandDesign,
Mailing address: 223 North Graham Street
City: Charlotte State: NC Zip: 28'2 2-
Phone number: (704) 965-806 L Lmail Address: ndoolittle@landdesign,com
License Number: 3]521
IV. WASTEWATER TREATMENT FACILITY (WAYTE) INFORMATION:
I. :Facility Name: :Mallard Cre,ek WWTP Permit. Number: NC003C1210
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTE):
I. Permit Number( s): \WQ
Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit .Nainhensilit WQCS_
Owner Name(s):
FORM: FTA 04 16 Page 1 of 5

VI. GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public Utility:, has a Certificate of Public Convenience and Necessity been attaclied?
Ei Yes ZNo .N/A
If the Applicant is a Developer of lots to he sold, has a Developer's (.„)perationali\ greement (FORM: DEV, been attached?
El Yes ZNo N/A
if the Applicant a Home/Pr(ipeay Owners' Associai ion, has an Operational Agreement PO.' been attached'?
Yes ENo jNIA
3,
4
Origin of wastewater: check all tha
.Residential Owned
El Residential Leased
111 School / preschool / day care
Z 'Food and drink facilities
111 Businesses / offices / factories
apply):
[1] Retail (stores, centers, malls)
Z Retail with food preparation/service
Medical / dental / veterinary facilities
ri Church
LIJ Nursing Home
5, Nature of wastewater : (4 Domestic/Commercial I 00 % Commercial
% Industrial (See 15.A NCAC 0.2T .0103(20))
--"vre a Pretreatment Program in effect?fl Ye
6. Has a .flow reduction been approved under 15A NCAC 02T .0 I 14)ta? Yes
If yes, provide a copy of flow reduction ,approyal letter
7. Summarize wastewater generated by project:
Establishment Type (see 021%01144p
Restaurant
Retail w/ food prep
Daily Design F
40 gal/seat
E Car Wash
LI Hotel and/or Motels
Swinuning Pool /Clubhouse
El Swimming Pool/Filter Backwash
Ei Other (Explain in Attachment)
'o, of U.nits Flow
333 seats 13,320 GPD
130 gal/1000 sf 8,890 sf 1 1,155 GPD
gal/
gal/
gal/
gal/
Total
GPD
GPD
GPD
14.475 GPD
a See 15A, NC„A.0 021 .01140-0, t(I), c 1 and 2 for caveats to wastewater design flow rates (i„e.;; minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public: use areas;
and residential property located south or east. of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined.
in(S. 42A.-4),
b Per 15A NCAC 02T ,01 14(c), design flow rates for establishments not identified in table 5.A NCA.0 021:01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8, Wastewater ,generated by project: ;0,425 GPI) (per 15A VAC 021 .(114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow be permitted in suhscquenr pernitts thal eonnect to this
Li Flow has already been allocated in Pei nnt .N umber,
E Rehabilitation or replacement of existing sewer with no new now expected
El Other (Explain.
FORM: FTA 04-16
Page '2 of 5

VII GRAVITY SEWER DESIGN CRITERIA Applicable) - 02T .0305 & VIDC iuit Sewers:!:
1 Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
6"
6"
396
119
Material
PVC
DIP
Section ll & 111 ae MDC for Permitting of Gravity Sewers contains n tormat iou related to design cntcria
;.) Section 111 contains information related to minimum slopes for gravity sewer()
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the .MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump SMOonsiTurce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDEDIN THIS PROJECT
Pump station number or name: nfa
2, Approximate- Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operationalpoint(s) of the pump(s): gallons per minute at feet total dynamic head. (TD1-1)
5. Summarize the force main to he permitted (for this Pump Station):
Size (inches) Length (feet) Material
6, Power reliability in accordance withl5ANt:AL(.12J1113(.(5(1)(LU:
LI Standby power source or pump with automatic activation and telemetry - ISA NCA.0 021 .03050:0(1)(13):
• R.equired for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent 10 facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
LII Portable power source with manual activation., quick -connection receptacle and telemetry - 15A NCAC 02T
,0305(100)(C)
or
E Portable pumping unit. with plugged emergency pump connection and telemetry - 15A NCAC 02T .030.50-)(1)(C):
i‘,) It shall he demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
i) 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 timeframes. shall be provided
in the case of a multiple station power outage,.
FORM: PTA 04-16 Page 3 of 5

IX. ' SETBACKS & SEPARATIONS — (02B .0200 N.L-. 15A NCAC 02T .0305(f0:
1 Does the project comply with all separations found in I5A NCAC 02T ..0305iri & in) El Yes No
'•:,- 15A NCAC 02T0305(1„) contains minimum separation.s that shall be provided for sewer systems:
Setback Parameter* . „ nRequired 1
7.- f
' !
Stoi m. sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer
24 inches
iches
10 feet
2 feet
**Any private or public water supply source, including any wells,, VVS-I waters of Class I or
Class IIimpounded reservoirs used as a source of drinking water
*Waters classified WS (except WS-Il or WS-V), B, SA, ORW, HOW, or SB from normal
high water (or tide elevation) and wetlands (see item EX,2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
• An basement
Top, slope of embankment or cut ol 2
Drainage systems andaceIrdrans
An>siInrmnflj95ds
Final earth grade (vertical)
oreverticalheight
100 feet
50 feet
1.0 feet
15A NC.AC 021,0305tgi contains alternatives where separations in 021,0305in cannot he achieved.
• **Stream classifications can be id.entifiedusing the Division's NC Surface W atcr Classifications wetipinie
Jf noncompliance with 021.0305(1) see Section X of this application
2, Does the project comply with eparauon separationrequirements for w•erlands? (.50 feet of separation) E Yes
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 i.n 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 I 5A NCAC 02B 0200! El Yes
• This would include Trout Buffered Streams per 15:A 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 & Buller Perin nimi Branch
No
E Yes N •
A
5, Does project comply with 1 5.A NC,AC 1l5(c4 0) (additional permits/certifications)? Z Yes No
Per 15A NCAC .12-1`.0105i•elit», 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 arc deemed "high -Thorny?"
Per 1-5-A_NCAci0;:1„040Z, "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.
Ej \'es No N./A
If yes, include an attachment with details for each line, including type (a.chal 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 pet- 15A. N CAC 02T.0403(a)(S) or the permitee's individual System -Wide Collection permit.
FORM: FTA. 04-16 Page 4 of 5

X. CERTIFICATIONS;
1. Does the submitted system comply with 15A NCAC 02T, the'n'rriu Des' a h Pe 'n of Po
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest errn asapplicable?
Yes ri No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review, Approval of the reauest is reguked prior to submittalthe Fast Track ADphication and SUiPortin
documents.
2, Professional Engineer's Certification:
Ole I r rt.(
(Profes
nal Engineer's name rom Application It
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design,
NOTE — In accordance with General Statutes 143-215.6A and I43-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's
1,
c tion perNCAC 02T .0006(b):
•
(SignawF uthoricy's name
Application Item 1.3
ESSio
SEAL r—•
' 131121
• .4(G N
//i/1/74' .L • W •
////iNTIk
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 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, and/or 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 pasts 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: / /114
FORM: FTA 04-16
Page 5 of 5

PROP 8" PVC SE
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CHARLOTTE
WTER
October 12, 2016
Mr. Matthew Grigsby
Landdesign, Inc.
223 N. Graham Street
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BELGATE PARCELS A-3 & A-4
UNIVERSITY CITY BLVD., CHARLOTTE NC
CLTWATER TRACKING# 2016988
A flow acceptance study of the subject site has been completed and the following has been
determined:
The Capacity Assurance Program review for the project designated as Belgate A-3 & A-4 has
been approved. Due to limited available capacity in the local collection system downstream of
the project site, a sanitary sewer improvement project known as the Doby Creek Sanitary Sewer
Improvements project has been identified to address these limitations. Through this project
approximately 2.8 .miles of existing capacity limited sanitary sewer will be replaced, providing
capacity for additional growth within this service area. Current estimates place the Doby Creek
Sanitary Sewer Improvements project design phase completion in spring of 2017, with project
completion anticipated for summer 2019. To support short term sub -basin growth needs,
Charlotte Water has identified rehab opportunities within the local collection system to
accommodate some amount of additional flow until the Doby Creek Sanitary Sewer project can
be activated. It should be noted that capacity assurance is granted on a first come, first served
policy and additional flow requests will be evaluated on a case by case basis .After analysis of
the sanitary sewer infrastructure associated with the proposed project, it was determine that
there is sufficient capacity to accommodate the sewage flow of 14,475 gallons per day (8,890 ft2
retail space with food prep x 130 gpd/1,000 ft2,333 restaurant seats x 40 gal/seat) from this project
for transmission to the Mallard Creek Wastewater Treatment Plant; NPDES permit number
NC0030210, for treatment. This acceptance of flow is based upon the existing capacity of the
designated publicly owned treatments works. Please see the attached NC DEQ FTSE form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project
is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of 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
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

appropriate authorization to construct permits are not obtained and construction has not started
within one (1) year of issuance of this flow acceptance study, and payment for any service
connection(s) has not been received within (1) year of issuance of this flow acceptance letter,
this approval shall be rescinded and a new flow acceptance study must be made. If you have
any questions, you may contact me at [phone] or Nathan Hampton at [phone].
Sincerely,
EE- 'sYendo y Zanier
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
tmi Operated by the City of Charlotte

ID
Customer Name:
Submittal Date:
Reviewer
Capacity Assurance Program Application Flow Analysis
2016988
Matthew Grigsby
LandDesign Inc
8i25/2016
Nathan Hampton
Project Name: Beigate Parcels A-3 & A-4
Serwce Address University City Boulevard
Service City: Charlotte
Service State NC
Service ZIP: 28262
Tax Parcel Number. 04746103
Approval Type Conditional
FloTracking Status: Inactive - Condition
Connection Type' Major
Certification Date 10/3/2016
Project Type:: Non Exempt
E3asind Mallard Creek
Requested Average Daily Flow (god): 14,475
Peaking Factor: 2,5
Percent of Flow Applied: 100
Surcharges or Downstream SSO's: No
Nodes and Rows Affected by this Application (Values shown for flow/capacity are in gallons per day)
Node Name Requested_Flow_ Baseline_Capacity Available_Capacity Remaining_Capacity PercentRemaining
_
118 36,188 4,700,000 1,004,253 968,065 964
lig 36,188 3,200,000 1,641,055 1:604,868 97.8
!Mallard Creek 15,633 3,050,000 2,336,405 2,320,772 99.3
Requested peak flow and available capacities for pumping stations and flow monitors are reported as peak flow. Requested
peak flow and available capacities for WiiiiVTPs are reported as maximum month flow. The available capacities presented for
VVWTPs are approximate and for informational purposes only; consult Technical Memorandum 15 — Guidelines for Evaluating
Treatment Capacity for more information,
Comments: The Capacity Assurance Program review for the project designated as 2016988 (Beigate A-3 & A-4)has been
approved, Due to limited available capacity in the ocal collection system downstream of the project site, a
sanitary sewer improvement project known as the Doby Creek Sanitary Sewer Improvements project has
been identified to address these limitations. Through this project, approximately 2:8 miMs of existing capacity
limited sanitary sewer will be replaced, providing capacity for additional growth within this service area.
Current estimates place the Doby Creek Sanitary Sewer Improvements project design phase completion in
spring of 2017, with protect completion anticipated for summer 2019 To support short term sub -basin growth
needs, Charlotte Water has identified rehab opportunities within the local collection system to accommodate
some amount of additional flow until the Doby Creek Sanitary Sewer project can be activated. It should be
noted that capacity assurance is granted on a first come, first served policy and additional flow requests will
be evaluated on a case by case basis,

Division Ql Water Resource
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: LANDDESIGN INC
Project Name for which flow is being requested: BELGATE PARCELS A-3 & A-4
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit#: NCoo3o210
G. 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
12.00
694.222
9.000
0.014
9.694
80.86
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Cert cation Stateme t:
% 1 ! 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 fop indicates acceptance of this wastewater flow.
Signing Official Q gnature
)44,
Page2of6
01°4 11
Date
FTSE 04-16

Click Here To.
North Carolina
Elaine F arshall
Secretary
T E T OF THE
C Y T T
PO Box 29622 Raleigh, NO 27626-0622 [phone]
Account
Login
Register
View Document Filings File an Annual Report Amend a Prev ous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: DOR Corp
Prev Legal: Developers Diversified Realty Corporation
Business Corporation inMrmation
Sosid:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of incorporation:
Registered Agent:
Corporate Addresses
0318895
Current -Active
Current
Foreign
1/22/1993
December
OH
CT Corporation System
Reg Office: 160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Reg Mailing: 160 Mine Lake et Ste 200
Raleigh, NC 27615
Malang: 3300 Enterprise Parkway
Beachwood, OH 44122-7200
Principal Office: 3300 Enterprise Parkway
Beachwood, OH 44122-7200
Officers
Vice President: FRANK COSTANZO
3300 ENTERPRISE PKWY
BEACHVVOOD OH 44122
President: DAVID J OAKES
3300 Enterprise Parkway
Beachwood OH 44122
Treasurer: Luke J Petherbridge
3300 ENTERPRISE PARKWAY
Beachwood OH 44122
Vice President: Craig A Schultz
3300 ENTERPRISE PARKWAY
Beachwood OH 44122
Secretary: Dawn E Wess
3300 ENTERPRISE PARKWAY
Beachwood OH 44122
Stock
ftrty U u /rare-, re,i-Nrn 1.4; PCLZOA
ift,Arfril

93 022 9044
State of North Carolina
Department of the Secretary of State
F I L. tD
pill) A
JAN 2 2 1993
APPLICATION FOR CERTIFICATE OF AUTHORITYUS L. EDMlSTEN
SECRETARY OF STATE
Pursuant to $55-15-03 of the General Statutes of North Carolina, the undersigniiiY
applies for a Certificate of Authority to transact business in the State of North Carolina, and for that
purpose submits the following:
1. The name of the corporation is Developers Diversified Realty Corporation
and if the corporate name is unavailable for use in the State of North Carolina, the name the
corporation wishes to use is:
2. The state or country under whose laws the corporation was organized is: Ohio
3. The date of incorporation was 11/20/92 ; its period of duration is: rarrPrnai
4. The street address of the principal office of the corporation is:
Number and Street 34555 Chagrin Blvd.TRhin
City, State, Zip Code MI Ai snA xi 11 a , 44022
5. The mailing address if different from the street address of the principal office of the corporation
'is:
B. The street address and county of the registered office in the State of North Carolina is:
Number and Street 225 Hillsborough Street
City, State, Zip Code Raleigh, North Carolina 27603
County Wake
7. The mailing address if different from the street address of the registered office in the State of
North Carolina is:
8. The name of the registered ant in the State of North Carolina is: C T CORPORATION SYSTEM
9. The names, titl
es, and usual business addresses of the current o
off
e
Scott A. Wolstein
James A. Schoff
John A. Collier,
Joan V. Allgood
Loren F. Henry
William H. Shafer.
Albert T. Adams
Win
President,
Executive Vice Pres.,
Treasurer,
Vice Pres.
Vice Pres.
CFO, Vice Pres.
Secretary
(N. C. - 1158 - 7/1/90)
CORPORATIONS DIVISION
34555 Chagrin
34555 Chagrin
34555 Chagrin
34555 Chagrin
34555 Chagrin
34555 Chagrin
3200 National
300 N. SALISBURY ST.
of the corporation are:
Basktraibidula
Blvd., Moreland Hills, 0H 44C
Blvd., Moreland Hills, OH 44C
Blvd., Moreland Hills, 0H 44C
Blvd., Moreland Hills, 0H 440
Blvd., Moreland Hills, OH 440
Blvd., Moreland Hills, 0H 440
City Center, Cleveland, OH 44
RALEIGH, NC 776o3.3009

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
10. Attached is a certificate of existence for document of similar import), duly authenticated by the
secretary ofetate or other official having custody of corporate records in the state or country of
incorporation.
1L If the corporation is required to use a fictitious name in order to transact business in this State, a
copy of the resolution of its board of directors, certified by its secretary, adopting the fictitious
name is attached.
12. This application will be effective upon filing, unless a date and/or time is specified:
This the day of ..a^^ ,19 3
Developers, rsified Realty Corporation
Corporation
Signature
Scott A. Wolstein, President
Type or Print Name and Title
NOTES:
1. Piling fee is $200. One executed original and one exact or conformed copy of this application must
be filed with the Secretary of State.
CORPORATIONS DIVISION 300 N. SALISBURY ST. RALEIGH, NC ZT6034909
(N. C. - 1158)

UNITED STATES OF AMERICA,
STATE OF OHIO,
OFFICE OF THE SECRETARY OF STATE.
I, Bob Taft, do hereby
certify that I am the duly elected, qualified and present acting Secretary of State for the State of
Ohio, and as such have custody of the records of Ohio and Foreign corporations; that said records
show DEVELOPERS DIVERSIFIED REALTY CORPORATION, an Ohio Corporation, having
its principal location in Moreland Hills, County of Cuyahoga, was incorporated
on November 20, 1992, is currently in GOOD STANDING upon the records of this
office.
•
WITNESS my hand and official seal at
Columbus, Ohio this 20th day of
November A.D. 19 92
C°4-
Bob Taft
Secretary of State
SE43000

December 06 2016
urban
iesign planning civil engineering branding landscape architecture
Mooresville Regional DENR Office
Division of Water Quality
610 R. Center Ave,
Mooresville, NC 28301
RE: Reigate Parcel' A e A 4
LandDesign PN:1 016166
Dear Sir/Madam,
DDR Reigate LLP is in the process of developing and constructing a 15,400 sf commercial
development on , 4 Acres in the University area of Charlotte. 1t will be served by 396 If of 6„3
pvc, and 119 1f of 6" dip. We are estimating 14,475 gallons per day of gravity sewage. Attached
is a letter from CMUD agreeing to accept the proposed flow, Also attached are maps, PTA-10-
14 fours; and a check for $480.
We respectfully request your review and welcome any questions or comments, `shank you for
your assistance with this project, Please feel free to contact me directly via telephone at
704,333,0325 or email at c (ngsby laridde n;port) should you have any questions and/or
comments,
Respectfully Submitted,
Nathan Doolittle
LandDesign, Inc.
Po 8nx 36959 Chartce, NC 28236-6959 223 Mirth Graham Street Charlotte, NC 28202 V: 704,333.(t32$ F; 7 r4,376 8235
:\a20160: 0 .5 Dt s1i'c:rrT7ttti«r ¢'rrit t[ istaa s'a (D NR\N('DEw'R 1Sa. i tatk 1 ester. 11 t:;

1016 56 E.EL ATE PAR EL A
A 1
1016156
lelate Parcel A/A4 eviler
Application
For your review and comment
Barry Love
610 E enter Ave 301 N C E JE.
Room # 3323 Mooresville Regional
ienal
Mooresville NC 1 1 Office
United States
Courier
Barry _ Please find enclosed the application or sewer permit and all
applicable documents. Please let me know iF I need to provide anything
further.
Thank
Matthew Grigsby, EI

Central Files: APS �. SWP _
12/8/2016
Permit Number WQ0038915
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRute
Permitted Flow
14,475
Facility
Status
Active
Protect Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Belgate A3/A4
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Mecklenburg
Owner Name
Ddr Belgate LLP
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Keith Fitz
3300 Enterprise Pkwy
Woodme?e
OH 44122
Orlg Issue
12/8/2016
App Received
12/6/2016
Regulated Activities
Draft Initiated
Scheduled
Issuance
Food preparation, other
Retail
Wastewater collection
OutfatI
Public Notice Issue Effective
12/8/2016 12/8/2016
Requested /Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasln

ROY COOPER
Governor
MI.CHAEL S. REGAN
S ere rrart..
LINDA CULPEPPER
Interim Director
February 19, 2018
Mr.Keith Fitz,
DDR Belgate L1..,P
3300 Enterprise Parkway
Beachwood, Ohio 441'22
SUBJECT: Final Engineering Certification Acknowledgement
Project.: Belgate A3/.A4
Permit No. WQ0038915
Permittee: DDR Belgate LLP
County: Mecklenburg
Dear Mr, Fitz:
'The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on February 16, 2018.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance..
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company,, please complete F'onn PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
ttt µ'/portal.red~~nr.org web/wq/swplp lcsZynoc from the Collection Systems Applications page.
Should you have any questio s, please do not hesitate to contact me at [phone].
Barry Love
Environmental Speciaiis
cc: Nathan Doolittle, P.E.. {l..andDesign, 223 . graham Street, Chariotte, NC 28'02)
Central Files
MRC)
-~ "I xlhin Compares
State oINorth E: aroVin I E
ut
R caurces 1k'alrr Quality R4?,;onal
Su0e �a r6 € �rcusosvt11e, North Carolina
71)4 66?-1699

PFAST TRACK SEWER ENGINEERIN
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
DDR Belgate
W Q0038915
Belgate A3/A4
December 8, 2016
CERTIFICATION
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.
PERMITCE '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
EN Gi IiEER'S CERTIFICATION
I, /V j4-441904 (.( - , as a duly registered Professional Er g neer in the State of North Carolina,
having been authorized to observe periodically, weekly, LJ full time) the construction of the
project name and location as referen e bove 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 als.
North Carolina Professional Engineer's Seal w/signature & date:
Certl
nal (1 Partial (include description}
i©
Comments/Qualifiers (attach if necessary):
State of North Carolina ( Environmental Quality I Water Resources, "y Water
Mooresville Regional Wheel 610 East Center Avenue, Suite 301 Moms
704 663.1699
ity Rcgioael Operations
North Carolina 28115