WQ0038760_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
October 5, 2016
Jon Morris, Manager
BIN-Metrolina LLC
610 East Morehead Street, Suite 250
Charlotte, NC 28202
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0038760
BIN-Metrolina LLC
Metrolina Park
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Morris:
In accordance with your application received September 26, 2016, we are forwarding. herewith Permit No.
WQ0038760 dated October 5, 2016, to BIN-Metrolina LLC (Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance, until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
' Condition 11.4: .Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through .§143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 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 I Water Resources I Water Quality Regional Operations,
Mooresville Regional Office) 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Bar
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: Jeffery Orsborn, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
704) 2
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
BIN-Metrolina LLC <
' Mecklenburg County
'for the construction and- operation of approximately 4,219 linear feet of 8-inch gravity sewer to serve a
warehouse space with 222 loading docks as part of the Metrolina Park project, and the discharge of 24,420
gallons per day of collected domestic wastewater into the Charlotte Water existing -sewerage system,
pursuant to the application received September 26, 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
Minimurn 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 subjectto the specified
Conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: • WQ0038760•
-
Permit Issued: October 5, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
BIN-Me*roU^na LLCis hereby authorized to:
Construct and then operate uponcertificationthe aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970.
Permitting of this project does not constitute an acceptance of any part of the projecttha1doesnotmeet
15A N[AC 27; 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 ofPump Stations and
Force Mains adopted June I, 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 projectnmects
the appropriate design criteria and rules.
Construction and operation iscontingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
1, SPECIAL CONDITIONS
1 No flow in excess of the quantity permitted herein, I4/4ZOGPDshall bemade tributary tothe subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A N[ACO2T.O3Q4(b)l
1 This permit shall become voidable unless the agreement between 0Um'Metndioa LUCend Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
11. STANDARD CONDITIONS
l. 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 Pennbtee a forma{ 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 ormay not be approved. [15A N[ACO2T.02O4; 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 FebnVarylZ, 199tiamapplicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. (15A NCAC 02T.01101
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 property maintained and operated at all times. 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 .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
• c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le. 365
days per year). Pump stations that are connected to a telemetry system shall be -inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are •
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. Theplan 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
equiprnent accessibility.
j.. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
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 to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report, Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [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 clays 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 II 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)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form, A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Fin& 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.
Page 6 of 8

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.01161
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)1 _
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)1
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)1
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: BIN-Metrolina LLC
PERMIT #: WQ0038760
PROJECT: Metrolina Park
ISSUE DATE: October 5, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It.
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (( ( periodically, 0 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 Partial (include description)
Certificatlon Comments/Qualifiers (attach i
n
ssary):
State of North Carolina Env`uoutteetxtal C t 1thty dWater �tuce
Mooresville Regional Office{ 610 East Center Avenue, Suite 101
704 663 1699
ooresville, N
Carolina 28).15

)nis 115ANCAC 02T.()I06(b)
her (7(!4) 597; 7757 l rttsril Address- ma
NFORMAT1ON:
.Metreylana Park
DIvtslo oI 4 (r Resources
State of.North C"arolina
Department of Environmental Quality
Division of Water Resources
NCAC 02T .0300 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
'FTA 04-I6 & SUPPORTING DOCUMENTATION
Applic.dtCaora Nruarlacr
All items must he eo ted or the atpIrlica
APP.LIC°ANT INFORMATION:
Applicant's name: 131-N-Metrc)lirtaa
2. Applicant type: 0 Inc ivichtal
©l Federal
4, Api.
City: Charlotte
Applicant's contract 11
PROJ.E
1 _ 1'roje„c:
Applicrrtitarai'ra.)j ct strafe
xl.ili%sa,tit n, p1 )v"ic1
:aiistru
4, Appro\ina<ate. C arordinates (Dcci
Parcel ID (ifsrpplieable): 037-203-17
(or Parcel 11) to closest downstream sewer)
sister pl.ur, provide the e°
cck
CONSULTANT INFORMATION:
I l''rotessioiia9 Engineer: „Fel`Certi (. ()rslx)r
l�ir C)resborn 1t1nuineeri)rr (;lrorap, l''`1
aaddress
ae Number: 028786
t Morehead Street. .Suite.➢1
Charlotte State: NC
1 cr: (704) 749-141.32
7.ip: 28202 -
completed by 1)W`t;i
(late
WASTEWATER TREATMENT FA+C'IT,ITY (WA "TN'ORMATION:
eilrty Name : McAlpine Creek Permit Ntarralxr: '00024970
C)� tacr Name: CI.TWater (CNII 1))
ned
RECEDOWNSTREAM SEWER INFORMATION (if different than WAIT):
I)errnit Ntrrribcrts): 1a c?
Downstream ( Yu.
SN tem Wide Collection ti statra 1'crrrtit 1 tarttk
NName( s): C'LIWater (C',MI1D)
8 inch
1\
1 t)4-1(s

Al. GENERAL REQUIREMENTS
lithe Applicant is ci Privately -Owned Public Utility, has a Certificate of Public Conve
LII\es L10 0N/A
2. if the Applicant is a Developer of lots to he sold, has a DeyelopcirLsOperational_Alrcement (E)RM: DEV).. been attached?
El Yes No EINIA
3, If the Applicant is a Iroprt Owners ,Association, has an Operational A,orcement (FORM: HOPI) been attached?
0 Yes ElNo EN/A
4 Origin of wastewater, (check a
Residential Owned
Residential Leased
0 School 1 preschool /day care
0 Food and drink facilities
0 Businesses. / offices factories
,
at apply):
'<oat' (stores, centers,. malls)
.Retail with fOod preparittionfservice
Medical 1 dental / veterinary facilities
Church
Nursing Home
encc— and Necessity been attached?
(;„'ar Wash
0 Hotel and -or Motels
0 Swimming Pool 'Clubhouse
PoollEilter Backwash
0 Other (Explain in Attachment)
5. Nature o) viz :.ewa er f)onie,stic/Commercial Commercial
t tf'.. Industrial (See 15A NCAC 021 .0103(29))
s there a Pretreatment Program in effect? Lj Yes Nc,
Has a flow reduction been approved under ,15A NA: AC 021 .01 1 411)? El Yes
ves, nroyide,a cony of flow reduction approval letter
7, Summarize wastewater generated by project:
Establishinent Tyne (see 02T.0114())
industrial
Daily Design Flow H'i"
2,a1;
gall
gal/
No
.5
No. of Units' Flow
--2-272(41÷t7P1) •2'4#
(iPI)
G P D
G Pt)
GRD
GPI)
a See 15A NCAC 021 „01E4-11,01 jskl) and. te)(2) (Or caveats to waStMater design flow rates minimum flow per
dwelling,: proposed unknown twit -residential development uses: public access facilities located near high public Use
areas; and residential property located smith or east or the Atlantic: Intracoastal Waterway to be iised as vacation rentals
as defined in (71,5,214;-)k,4),
b Per 1 5A N( AC 02T 4(1c,), design flow rates for establishments not identified [in table I5A NCAC 02T.01 14] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:1,7;2NY GPD (per 1 5,A NCA( 021 .0114)
Do not include .rtiture flows or previously permitted allocations
if permitted, flow is zero, indicate why:
El Pump Station or Gravity SeWer where flow will be permitted in subsequer.t pe: tits. that connect to this line
111 How has already been allocated in Permit, Number:
El RehahiIituion or replacement of existing sewer with .no new flow expected
0 Other (Explain):
FORM: I' IA 04-10 Pau' 2 of 5

4`IL. GRAVITYSEWER DESIGN CRITERIA(IfApplicable) -02T.0 & sIDC(G
I. Summarize (gr mite sewer to he perrnitted:
ches )
8„
Lcn tat (rev()
4,219
Material
PVC
Sc laa)ta ll IIl < 1' tlrs (\41)C 1i)r
Seat c n Ili ae>xtttrurs uali)rara<rti rtr t-elated to rartrr.irrrttrra, 1 :is for 2,rav'tr se«cr(s)
Ose.rsi.Lin lines to meet minaum slop requircn►cnt is not atrw a and a v
tcd to
of the AMC
PUMP STATMN DESIGN CRITERIA (If Applicable)—02T.0305 & h9_HC (Pump Stations/Fo'ree Mains):
COMPLETE FOR EACH PUMP STATION INCLUDE[) IN THIS PROJECT
Pun))) statt4au otnnlaer or Hume:
Approximate Co )rdivates (Decimal Degrees): Lam
E)esittn flow of the primp station, [111 ClI)ns a11or)s per day (1
(„)pertitional poirgallons per ntaatutc trt
Surnrnar.irc the Ion, e rraain tua lc. penriitted Or this PurnpStation):
Sire (inches)
Length (legit)
l�a�correlial�ilit�'ur re orieart a with 15ANCA1. 12I"
[] Standby power source or pump withautomat :term' 11li,u'r rand telemetry - 15A1. NCA,C 02 .0305(1i)( I)(B),
Required for all pump stations aitla axr ayeragc daily flow greater than or equal tc, I5„000 gallons per da's
r ivlust he permanent to lac,ilit
station has an average daily 11e»M less than i;,iu; (
.power soturee V ith n>inrual taco 3t3c�r1 eliticp ccrrrrte�eti
)(C)
[] Portable pr.unl)iu
slra
d to tl
rlc larar er° urge or pwru)) is dedicated to in up Stado
ncl the ra)tatiaat� seh drale..d the t ortaaOle r er Scrrrrec or trtrrrr
in the case
Ms:
utc.tet.
I5A NCA(.." 02`
1C:1Cw" 02'1` .0305(.I)
v the applicant {dr
.± provided
Page 3 of 5

IX. SETBACKS & SEPARATIONS- (02B .0200 & 15A N CAC 02T .0305(I))
.Does the project comply with all separationund lfl I5A NCAC 021' .0305(1) 84
15A NCAC 021.0305(1) contains minimum selaraf ms shallided Ji ewer ysterns
Setlxick Parameter* S ata1etIl1rc1.
Sir . sewers and other ittes not listed below B.rcrtical) 24 inches
later nianis (ver cal-waier 0 'C " sewer dudi.ng in benched tTenches'
later mains (horizontal)
eclained \ la lines rverttea - reclaimed over sewer)
OVa sewer)
ED Yes El No
i inches
10 feet
CfleS
2 feet
**Any private or public water supply source. including tiny wells. WS-1 kk'ilerS of Class 1 or
C1aS8 11 lrnpoul11icd reservoirs used as a source of drinking water
'titers classified '1/4.VS (except WS-I or WS-V)„ 13. SA„. .1.1QW, or SL:i from normal
high \\sitter ilor tide elevation uid wetlands (See fletY11X,2)
11
* 1 \ii 0her stream, lak.c. inirkiundment. or ground water lowe - • a u s .-face drain('
ditches
feet
Any l lldnu.2f0
datu
Any tY seri
5 feet
lcd
".'opslope (if embankment or cuts of 2 feet or More vertical height
rit systenis alld in 1)1 edIlill lliluls
5 fed
. y swirralliTqt p001.'S
.Final earth gade fverticalt
11) feet
I' Indl1cs
15A NCAC 021.0305(g) contains iihMalIVCS l%liere separations in 021,0305(0 cannot be achIeved.
**Stream classifications can he identified using die Division's NC Surface Water Classifications webpage
'A.• If noncompliance ‘vith 02T,030.5(1) or (g),, sice Section X of this application
2. flies the project comply \\WI setiaration requirements for wetlands? (50 feel of separation)
Sec the 1..)i.visio11*s .draft separation requirements for situations where separation cannot be meet
No variance is .required if the (diet nt 1)5) design criteria specified is tail tied in design and construction
As built documents :should referencc. the location a areas effected
Yes Ell No
Does the project comply with till setbacks found in the river basin rules per 15A 'NCAC 0213 020U Yes El No
This would include [rout Buffered Streams per ISA NC.AC 213.0202
4. Does the project comply with an individual 404 Permit or any 401. Certifications't Yes [1] No
Wetlaild-rolated pci nul ili 11 he requested. obtained, inid tidhered Ail for pi' Oj OCISthat C wetlands or surInce waters
information can hie obtained. from the 401 & 1.,,ciffer,PerrnittingBranch
5, .Does project comply with 15A NCAC 02T.0 05fc)(6f ndh 1101 il permitsloortitications)? 15! Yes El No
Per 15A. NCAC 021_0105(c)(6), ,directly related environmental permits or certification applications are 'being prepared, have
lacen applic'id for, or have been obtained. ISSWMCC of this permit is 5)ontinger0 1SSIE.'1.11C0 Of dependent permits (erosion ilrid
sedimentation control plans, stonnwater management pkins„ etc.).
6. Does this project include any .se\ver collection lines that tire deemed *high -priority'.'"
Per 15A NCAC 021.0402. "high -priority sewer- means "'taw aerial sewer, sewer contaelim.,r surftiec waters, s on.. or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
II Yes El No
f yes, include an attachment with details lair each line, including type taerial Iinc s7e materiid, (.ind 10:1110111.
High priority lines shall be inspected by the permittee or its representatixe at least once every six -months and inspections
documented per 15A NCAC 02T.0.403(a)(5) or the permitee's .individual System -Wide Collection permit.
171 1IA 04-16 Page 4 of 5

CERTIFICATIONS:
Does he submitted system comply with JNCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the flravi SY:w I Desi = 'riteria (latest vc!iQjj as applicable?
Yes El No
If No, complete and submit the VariancelAitemative Design Request application (A/ADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2, Professional Engineer's Certification:
1, SX‘e C, Ors6orel
(Professio al Engineer's name from Application Item W.I.)
attest that this application for
has been reviewed by me, 41.nd 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. 1 further attest that to the best
of my k„nowledge 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 inaterials under my signature and seal signifies that 1 have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE -- In accordance with General Statutes 1.43-21.5,6A and 143-215.68, 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 •fin e not to exceed $10,000, as well as civilpenalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3, Applicant's Certification per ISA N .AC 02T .0106(b)7,
-&4
s fit„.1 attest that this application for
(Signature Authoritys nrnc & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge, I understand that if all required parts of
this application arc not completed and that if all required supporting documentation and attachments arc not included, this
application package is subject to 'being returned as rncornplcte 1 understand that any discharge of wastewater from this non. -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecuuon 1 will make no claim against the Division of Water Resources should a
condition of this permit be viOlated, 1 also understandthat if all required parts of this application package are not completed
and that if all required supporting .information and attachments are not included, this application package will be returned to
me as incomplete,
NOTE — In accordance with General Statutes 143:2 .., A and 1437215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
Signature: Date:
FORM: FTA 04-16
Page 5 of 5

A
LOTTE
W TER
September 6, 2016
Mr. Jeff Orsborn
Orsborn Engineering Group, PA
610 E Morehead St
Suite 106
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
METROLINA PARK
7000 APACHE AV, CHARLOTTE NC
CLTWATER TRACKING# 2016748
A flow acceptance study of the subject site has been completed and the following has been
determined:
This project has been approved to discharge into the sanitary sewer system in accordance with
the site plans submitted with the application, It should be noted that the review has been set to
major/conditional due to capacity concerns at the Paw Creek Pump Station, and Permanent
Flow Monitoring Sites 9 and 8. It is expected that those capacity concerns will be alleviated with
the completion of force main improvements for the Paw Creek Pump Station, and the
completion/relocation of the new Steele Creek Pump Station force main. All other associated
sanitary sewer infrastructure was found to have sufficient capacity to accommodate the
proposed sewer flow of 24,420 gallons per day (Warehouse space with 222 loading docks x 110
gpd/dock) from this project for transmission to the McAlpine Creek Wastewater Treatment Plant;
NPDES permit number NC0024970, for treatment. This acceptance of flow is based upon the
existing capacity of the designated publicly owned treatments works. Please see attached NC
DEQ FTSE form,
Charlotte Water (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 fide with the Public Water Supply
Section of NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of
flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWater system is accepted on a first corne, first
served basis.
Charlotte Water 5100 LBOuok,lu9tk ha.l, 61 �I ;ire NC 282'16 Oka
Operated by the City of Charlotte

The applicant should understand that this letter` not authorization to construct private water
systems;, as the appropriate local or State perniits are required prior to construction, the
appropriate authorization to contruct peits am not obtained construction has not started
within one (1) year of issuance of this flow acceptance, tance and payment for any service
connections have not been received within (1) year of issuance of this flow acceptanc ette
this flow acceptance approval shallbe rescinded and a new flow acceptance request must be
made. If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
a Gross
Engineering Assistant
Cheri atteW t r 'G90 Be) kbrat£ pia , hartr_ita. 2821Cchalk:Ata;3

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: orsborn Encrineerjnq Group PA
Project Name for which flow is being requested: Metrolina Park
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
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
10.954
70.670
0.0244
81.646
82.5%
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 / pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Long Creek 9.9 3.96 4.078 0.153 4.232 -0.272
Paw Creek 10.5
4.2
6.004 0.211
6.215 -2.015
* 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 FIow 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.
Page 1 of 6
FTSE 08-13
a
4

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.
.LJ
Signing Official Signa re
i 1
1 €
Page 2 of 6
197/pV/
FTSE 08-I3

FTSE PLANNING ASSESSMENT ADDENDUM (FAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < O.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
3.6 (Long) /3.4 (Paw) % and o .153 /0 .211MGD of the Available Capacity (E) in Pump Station
Long Creek and Paw Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
a . 153 / 0 .211 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Long Creek EQ Basin and Paw Creek Forcemain Replacement is in design or under construction with
planned completion in Long creek EQ Basin - complete; and/or
d. The following applies: Paw creak Fozce Main - 2Q2o
'CMUD's Capital Improvement Plan has allocated funds for improvements to the Paw
Creek forcemain and a 5 million gallon EQ basin at Long Creek Pump Station. Long
Creek and Paw Creek pump stations operate as a system using SCADA data to determine
the rate of flow delivered from the upstream pump station, Long Creek, to Paw Creek
the downstream facility. Long Creek pump station has the ability to transfer flows
to flow equalization tanks during peak flow events and then meter out flow to Paw
Creek as flow conditions allow. In addition, the basins for both stations are
large and result in a daily peaking factor of 2.06 at Paw Creek Pump station, which
allows the stations to operate safely at flows greater than 40% of the firm
pumping capacity.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understandthat this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
•
Signing Ojil Signature
Page 3 of 6
(J! fr
Date
FTSE 08-13

EXISTING PUBLIC
SANITARY SEWE
OB ## 15029
DATE: 09/08/16
SCALE
DRAWN BY:
APPROVED BY
00
BY
CO
PROPOSED PRIVATE
SANITARY SEWER
SITE BOUNDARY
r• \w 1
PROPOSED PUBL.I
SANITARY SEWER
BUILDING 3
USGS QUAD MAP EXHIBIT
FOR
METROLINA PARK
9800 STATESVILLE ROAD
CHARLOTTE, NORTH CAROLINA
ORSBORN ENGINEERING GROUP
61.0 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NC 28202
P) 704-749-1432 F) 704-749-1433

ORSBORN ENGINEERING GROUP
Metrolina Park
Charlotte, North Carolina
Project Narrative
September 12th, 2016
The overall development includes 4 parcels, subdivided into 7 new lots. Within the
development there are 5 new buildings, and 1 existing building. Buildings 4 and 5 will
share a lot while buildings 1, 2, and 3 are standalone.
All buildings will be under the same ownership. The subdivision of lots is due to bank
financing and not for individual sale.
Building 1, 3, 4 & 5 will be served by a private sewer system that connects to a public
sewer system main along the proposed public road, Gibbon Road. Building 2 private
sewer system will connect to a public sewer system in the neighboring development.
610 EAST MOREHEAD STREET, SUITE 106
Page 1
CHARLOTTE, NC 28202 P) 704.749.1432 F)704.749.1433

Corporations Division Page 1 of 1
�.:rz }North Carolina
"- }•?; -,` r-1,� Elaine F. l�larsnal! E ,RTM E NT OE THE
� 1
f Kf Secretary SECRET RY OF STA f
ter`
Click Here To:
PaBox. 2SS22 RateiJ,,NC27626-Bn22, (91-916117-2 O
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report Corm
Corporate Names
Legal: BIN - Metrolina LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1513568
Current -Active
Current
Domestic
4/28/2016
January
NC
Shaughnessy, Timothy C
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
610 East Morehead Street, Suite 250
Charlotte, NC 28202
610 East Morehead Street, Suite 250
Charlotte, NC 28202
610 East Morehead Street, Suite 250
Charlotte, NC 28202
610 East Morehead Street, Suite 250
Charlotte, NC 28202
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/Search/profcorp/12181397
9/26/2016

BORN r? NEED $ C
MOREHEA W, TREE SLATE lit
PHONE [phone]
FAX [phone]
To: Fast Track Permitting
NCDENR
610 E. Center Ave.
Mooresville, NC 281t
4) R -16 9
Date
For Approval _
For Your Use
.. As Requested"
Copied To:
Applictions
Fee 5480
Project: 15029
Mfetrol
Date: / R/ 016
Sent'ia: FedEx
Flow Acceptance/Flo Tracking
UStS Quad Map
Cover Letter
Description
Ei For Review and Corn nen
Approved as Submitted
Approved as Noted
Signed:
Returned for Corrections,
Returned After Review
Resubmit for Approval

Central Files: APS ____ SWP
10/5/2016
Permit Number WQ0038760 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
bany.love
Coastal SWRuIe
Permitted Flow
22,200
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Metrolina Park Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Bin-Metrolina LLC Non -Government
Owner Affiliation
Jon Morris
Dates/Events
610 E Moorehead St
Charlotte
NC 28202
Orig Issue
10/5/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/26/2016 10/5/2016 10/5/2016
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name
Streamlndex Number Current Class Subbasin

ENLA PLAN
BUILDING 1
WATER QUALITY
Pt)Nd.3 tit
BUILDING 3B
SANITARY SEWER TO BE PARTIALLY CERTIFIED
OOIMF,STIC WATER LINE TO BE
PARTIALLY CERTIFIED
GF¢E PROTECTION WATER U'NE TO ERE
ARTEELL.Y CERTIFIED
ENLARGED PLAN
KEY MAP
C4.1

311,11 3"1 I -
ENLARGED
PLAN
CLTWATER TRACKING# 2016748
1
BUILDING 2
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SANVTARY SEWER TO BE PARTIALLY CERTIFIED
DOMESTIC WATER LINE TO BE
PARTIALLY CERTIFIED
FIRE P 80TLC1I0N WATER UNE TO BE
PARTIALLY CERTIFIED
142 144 2 4,
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FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMIrrEE: BIN-Metrolina LLC
PERMIT #: WQ0038760
PROJECT: Metroline Park
ISSUE DATE: October 5,, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation, it
should be submitted in a manner that documents the IDivision'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 snail subject the Permittee to
appropriate enforcement actions. The Perrnittee 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.
PERMTrEE'55 C RTIFICATION
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 qc2 ons thereof.
Printed Name, Title SignatUre
'SjCERT1f)CAT1ON
jeAne orsbp , as a duly registered Professional Ehineer in the State of North Carolina,
having been authorized to observe (r periodically, ri 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.
rilx/
North Carolina Professional Engineer's Sea w/signature & date:
El Final Partial (include description)
See
Certification Cornments/Qualifiers (
State of North Carolina1Enroarroerititi Quality Water !Kt...soirees Water (:',arality ReeSenal Operdaisaos
Mooresville Regional Office] 610 bast Censer Avenoe, Suitt 21146OresYrIte, North Carolina 211[5
704 063 [699

TRANSMITTAL
ORSBORN ENGlNEERINC iR i
610 EAST MOREHE'AD STREET, SUL 106 Project: 15019
CHARLOTTE, NORTH CAROLINA 28202 Metrohna Park
PHONE [phone]
FAx [phone]
To: Fast. Track Permitting
NCDENR
610 E. Center Ave.
Mooresville, NC 28115
[phone]
Date
Ej For Approval
For Your Use
As Requested
Please see exhibits
Copied To:
Date: 05/17/2017
Sent Via: FedEx
Description
Fast Track Sewer Engineering Certification
C4.0 As -Built Sheet
C4.1 As -Built Sheet
C4.2 As -Built Sheet
;4:4 As -Built Sheet
As -Built
'4,5 As -Built Sheet
C4.1 Exhibit (11x17)
C4.2 Exhibit (11x17)
Li For Review and Comment
0 Approved as Submitted
Approved as Noted
clarification of which sewer is being certified.
Returned for Corrections
0 Returned After Review
Resubmit for Approval

ROY C'OOPER
HALL S. REC AN
,'z crertcrr"
1 IN'1)A C1.1L1''f PPER
Inr<rvn Director
14, 20l8
Jon Morris, Manager
BIN-Metrulina LLC
610 East Morehead Street, Suite 250
Charlotte, NC 28202.
•51.j BJLC" I': Final Engineering Certification Acknowledgement
Project: Metrolina Park
Permit No, WQ0038760
Permittee: BIN-Metrolina
unty: Mecklenburg
Dear Mr. Mo
The Division of Water Resource's l loores °ille Regional Office received the final engineering
certification With record drawings"for the subject sewer extension project on May 1 l ; 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 trrral retard dravvt.
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 I.)iv=ision has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Forth. PNOCF
since the permit is not automatically transferable. Form PNOC:Ix' can be downloaded frorn
htp.,r�'.`portal.ncdenr.a)g/web/wq>iswp,f'es°tafloc from the C:ollection Systems Applications page.
Should you have any questions,, please do not hesitate to contact me at (704) 2:3 5 214 3,
Jeffery C. Orsborn, P.E., (Orsborn.En
Charlotte, NC 28202)
Central Files
1MRO
Sincerely,
0
.y Love
irtrnmental Specia
p, 610 East Morehead Street, Suite 106,
' atc of North Carolina 1 nvi:trna .nu € .altaq 4 `3tes Reaoutees ! Water Qualm RoDortat Upe,ratterts
Mooreavi11k Rentonal Call ee 1630
704:3&+3maFcal
c 301 '§ Mooretoo lc.. worth Carolina SH. ti

VTACKSEWER
ENGINEERING CERTIFICATION
PERMITTEE: 8IN-Metrolina LLC
PERMIT #: W00038760
PROJECT: Metrolina Park
ISSUE DATE: October 5, 201€
31 N:AL.
This project shad 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 ccarnpletion
ofthis Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcementactions, 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
l; 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 in or portions thereof.
(OW%U
LIA
Printed Name, Title
Sien
Date
ENGINEER'S CERTIFICATION
I, itSrfer G.0 rsborea , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (0 periodically, I weekly, full time) the construction of the
project name and Vocation 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; 1SA 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.
*rtt %I1i
North Carolina Professional Engineer's Seal w/signature &i date:
final Q Partia
n
e description
Certification Comments/Qualifiers (attach
net
eh vice. 41, 340
Slate of N'Q tth Carolina } LnviaorthrcrrtlaY Quwiity Water if eoaurces Wa1ex Quality Re,giorial C71cratiorrs
Mooresville Regional Ofrirel610 Ease Center Atiznue, Suite 30i 1 Mooresville, North Carolina 28115
204 663 1699