WQ0040047_Regional Office Historical File Pre 2018 (2)

�uTtkronmental Quail
June 22, 2018
Mr, Joseph C. Wilson, P.E., Chief Engineer
Charlotte Water
5100 Brookshire Boulevard
Charlotte, NC 28216
MI-JC:HAEL S. REGAN
,Sec, re tcirr
A CULPEPPER
Interim L)JrF.'C"$fkr
Subject; Permit No. WQ0040047
Charlotte Water
Stevens Creek Lift Station, Forcemain & Gravity
Sewer
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr, Wilson:
In accordance with your application received June 5, 2018, we are forwarding herewith Permit No.
WQ0040047 dated June 22, 2018, to Charlotte Water (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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 note that this permit is for construction only, and a modification or new permit will be required
before any flow can be made tributary to the system.
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 systemwide collection system
permit issued to the Perrnittee.
It shall be the responsibility of the Perrnittee 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 150E of North Carolina General
Nothing Compared"-....,..
ratensal Qualt, V' itter r2. sottrcra Wa,levQkia rn
to
'704-663- I, "'

Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
DocuSigned by:
A14CC681 AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc. Brian Crafford, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

PA
NC
Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Charlotte Water
Mecklenburg County
for the construction and operation of approximately 4,350 linear feet of 8-inch gravity sewer, 4,080 linear
feet of 12-inch gravity sewer, 4,170 linear feet of 16-inch gravity sewer, and 222 linear feet of 24-inch
gravity sewer, a 4.32 MGD pump station with triplex pumps, on -site audible and visual high water alarms,
telemetry, and a permanent generator with automatic transfer switch; as well as approximately 50 linear
feet of 12-inch force main and 14,560 linear feet of 20-inch force main as part of the Stevens Creek Lift
Station, Forcemain & Gravity Sewer project, and the discharge of zero gallons per day of collected
domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the application
received June 5, 2018, 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
conditions and limitations contained therein.
bocusigned by:
14r'C681A F274.2R,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040047
Permit Issued: June 22, 2018

SUPPLEMENT TO PERMIT COVER SHEET
Charlotte Water is hereby authorized to:
Construct, and then operate ut on certification the 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 NC0024970.
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
Per 15A. NCAC 02B.0605, all portions of the gravity sewer line, lift station, and force main located
within the 200-foot riparian buffer of Goose Creek and its tributaries shall meet the requirements
of 15A NCAC 02T.0607(L).
The Permittee shall obtain all deeds, easements and encroachment agreements necessary for
installation, operation, and maintenance of the system prior to operation. [15A NCAC 02T.0305(c)1
All 401 Certifications/404 Permits shall be obtained prior to construction of the sewer lines and
pump station as permitted herein.
This permit shall be for the construction of the wastewater collection facilities only. No flow shall
be made tributary to the subject facilities until a permit modification application is submitted (with
the appropriate fee), a modified permit is issued, and the Engineer's Certification is received and
approved by the Division. Only lots that can obtain a septic disposal system via the County Health
Department may be developed until such time that the permit is modified and system permitted
herein is placed into operation. [15A NCAC 02T.01161
4. No flow 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)]
4

5. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-
family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T
.0305(h)(2)]
11. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, "and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. 115A NCAC 02T.0104; G.5143-215.1(d3)1
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.

g.
Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-21.5.1C.
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 intrude at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i') of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc_; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency !Management at telephone number [phone] or (919) 7.33-3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part l of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not .recur, Part IM 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(a.1)1
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))
6

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. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush [ow points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [1SA 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 Per for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108{b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily; including the
creation of nuisance conditions, the Permittee shall take Immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Charlotte Water
PERMIT #: WQ0040047
PROJECT: Stevens Creek Lift Station, Forcemain & Gravity Sewer
ISSUE DATE: June 22, 2018
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.
PERMITFEE'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
1, , as a duly registered Professional En Ineer in the State of North Carolina,
having been authorized to observe (n periodically, ❑ weekly, L 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)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 Fast Center Avenue, Suite 301 1 Mooresville, North Carolina 28115

Division of Water Resources
Site of North Carolina
Department of Environmental Quality
Division of Water Resources
M. ABC 02T .0300 -- FAST TRAl 'K SEWER S'Y' ".E.N1 EXTENSION APPLICATION
ETA. 04-16 & SUPPORTING DOCUMENTATION
Application N`uniber:
All items must be completed or the ap,p
APPLICANT INFORM A.I ION:
1 a Applicant's name
-itte Water (company, municipality, HOA,
n will be.re
Applicant type: Ell Individual [] Corporation U General Partnership
© Federal [] State/County rm' unieipal
Signature author' tyr's name Joseph ClVilson 1'F per ( 1 ( r' 1 ,010(0)
Title: Chief Engineer
4. .Applicant's mailing address: 5100 Brookshire Blvd
City: Charlotte State: NC Zip: 28216-
5. Applicant's contact information:
Phone number: [phone] Email Address: cwi1son,alchjarlotten .eov
PROJECT INFORMATION:
I. Project mime: Stevens Creek Lift Statiotl, I'orcemain
2. Application/Project status:
If a modification, provide the existing permit number, WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WC,)00
County where project is located: Meeklenbtrr
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.14230' Longitude:-8(i,64045
5. Parcel ID (if applicable): 1 [9701145
(or Parcel 11) to closest downstream sewer)
ned
[I Other
E Proposed ('New Permit
Sewer
Ill. CONSULTANT INFORMATION:
1, Professional Engineer: Brian C'rafford. PE License Number: 044053„
Firm: Land Design,
Mailing address: 223 'V Graham Street
City: Charlotte State: NC Zip: 28202-
Phone number: (704) 3. 5-03 5 Email Address: beraffard=`a`landdesir n.cem
IA"`., WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: McAlpine Creek V,)IF Permit Number: NC.`0024970
Owner Name: Charlotte Water
ng Permit/Pr( tect
RECEIVING DOWNSTREAM SEWER INFORMAT (if different than 1%"W TF):
1, Permit Number(s):
Stimstem Wide Collection sue to 3
Owner Name( s): Charlotte Water
Concurrent CIP project will upsize receiving sewer to 24-inch. See attached topo map
Downstream (Recetvine) Sewer Size: 8 inch*
atyhcrts)1jl"applie r4yl ): WQC:S00001
ned Public L
DORM: 1'TA 04-16 Page 1 of 5

Has a fiovv reduction been approve!
prrovideacopy of flow
FVFRAL REQUIREMENTS
1 Ifthe Applicant is a Privately -Owned Public Utility, a C
If the Applicant is
ffthe Applicant is
4. Origin of cvas'tevaater;
Residential Owned
I] Residential Leased
[Ti. School preschool / day care
[J Food and drink facilities
[] Businesses 1' offices / factories
iIlea
e of Public C'onv
Ei Yes ON a
eveloper of lots to be sold. has a ()escBe,.r ti
U Yes No
eck all that apply.
NIA
Retail (stores, centers, malts)
[l Retail with food preparation/service
[1 Medical / dental ./ veterinary faciiiu
El Church
Nursing lltame
5. Nature of wastewater ; 100 % Domestic/Commercial
%Industrial 60,..1..F.5w 1_NC.A.(
there a ,Pretreatment .Program in effect?
ruder 1" ; C It 0 1 tt1:h4? Yes
Ittetiott appruval letter
7. Summarize wastewater generated by pro
Establishment Type (see 02T.01 l4
Desi
nce and Necessity keen alattched?
') been attached?
been attached''
© Car Wash
J Hotel and/or Motels
[I Swimming Pool /Clubhtatrse
Swimming. Pool 'Filter Backwash
© Other (Explain in Attachment)
Y e s
No
Total CjPD
See sA NCA4 02 1 01 ie#(&) tc l t)41l trxl�l f111,2J 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 ('a. ..f2.wt li.
b Per 15A NCAC 02°T .01.14(c), design Clow rates for establishments not identified rin table _.°w shall be
determined using available flow data, water using fixtures, occupancy or operation patterns„ and other measured data.
"rtstewater generated by project: 0 GPO (per 1 \C.AC 02 f .t),i I l)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
Puntp Station or Gravity Server where flow will he permitted in subsequent pen
[ 1'Ioo has already been allocated in. Permit Nummher:
Rehabilitation or replacement of existin€ elver with no news flow expected
El Other (Explain).
COny
this line
FORM: ETA 04-16
Page 2 of 5

VII. GRAM
Summarize gt"
R t)ESIGN CRJ I ERIA ('If Applicable) - 02T .0305 & MI„)
�e permitted:
aches) Length (feet)
Material
8° 4.350 PVCDIP
PVC,/ DIP
PVC/ DIP
4,170
DIP
Section f1 & 111 of the MDC for Permitting of Gravity Sewers coutains information related tag design
Section 11I contains 'information related trt tmininturn slopes for gravity sewers)
Owersizing lines to meet minimum shape requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA If Applicable) -- i)2"1 .0305 & MEW (Punap Statiorts�l' rce yfaia'ts` :.
COMPLETE FOR I°ACII PUMP STATION INCLUDED IN THIS .PROJECT
Pump station number or name: Stevens Creek Litt Station
?, Approximate Coordinates (Decimal Degrees): Latitude: 35,1423 t. Longitude; -F P,6404M
, Design flow of the pump station: 4,32 millions gallons per day (firm capacity)
4. Operational points) of the pump(s): 650, 960,1300, 1600, 3000 gallons per minute at 164, 168, 174, 1.81, 6 feet total
dynamic head If DH.)
5, Summarize the force main to he permitted (for this Pump Station):
6. Power reliability in accordance ww°ith V ?n .Nf.,
Standby power source or pump wi
automatic act'
tion and telemetry, - 15,A NCAC 02T .0305(h)0)(
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than '15,000 gallons per day:
Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
Portable pumping unit with plugged emergency pump connection and telemetry - 15A \CAC 02T° ,0305(h)(l)(C):
It shall he demonstrated to the .Division that the portable source is owned or contracted by the applicant (draft agreetnent)
and is compatible with the station,
lfthe portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station po' er outage,
FORM: 1ry'IA 04-16

IX. SETBACKS & SEPARATIONS --(02B .0200 & 15A NCAC 02T .0305(0):
project comply with all separations found in 15.E, Nt C t �i fi)'t4 (i� {0,
NCAC O2T.0305(0 contains minimum separations thaw shall be provided
rs and other nail
s (vertical -ova
horiz_onta
Reclaitraed water litres (vertical a
eclainsed water lhne (horizontal
*Any private or pubi
Class II in ounded re
Sectbbac
fisted b
aster'"
ing in ber
ned over sew
Yes
sevv°er 5 s'rt;ms.
Separation Recttaured
24 inches
I S inches
supply source, including any wells, WV S l avaters of Class l or
used as a source of drinking water
sWaters classified WS (except WS-I or WS-V), 13, SA, ORW, HQW, or SD from normal
high water (or tide elevation) and wetlands (see item IX.2)
*Any other stream, lake, ianpoundment, or ground water lowering and surface drainage
ditches
Any building faun
An basement
mbankment or
a.ystents and interceptor di
ning ool
Final earth grade (vertical)
or more w°crtic height
contains altertrativ s where separations in 0;1
classifications can be identified using the Division's `t _
If noncompliance with 02, ). f) 05(I_) er (0, see Section X of this application
100 feet
10 feet
36.inches
achieved„
Does the project comply asith separation requirements for vvetlands? (.50 feet of separatkm) [J Ye
See the Division's draft separation requirements fbr situations where. separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
Does the prgjecl comply ssitla setbacks found in the tis
This would include Trout Buffered Streams per 1p;
4. Does the project reqagelautltorizat:ion under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can he obtained from the 40I & Buffer I° rmilt g 4I¢ ttr �
5. Does project comply with 15, „
O s,,i(() (additional pern
Per ,t5A .. { W( t'l t )tl q €t , directly related environmental permits
been applied for, er laas°e been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storrns ater management plans, etc..).
6. 'Does this project
de any, sewer collection lin. t are deemed 'high -priori
Per 1 lit 14 0' 10) _?, "high. -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or server
positioned paralle
ambanks that is subject to erosion that undermines er deteriorates the sewer.
❑Yes ®No NA
lf'y°es, include an attachment with details for each line, including type (aerial line, size, material, and Ioca
High priority lines shall be inspected by the per
z
'No
es El No
EJ NSA
applicaticras are being prepared, have
nee every six- months and inspections
documented per 15A NCAC: 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FOR t FTA 04-16

X. CERTIFICATIONS:
1. Does the submitted system comply, >v
and Force Mains (latestve sii tyi and the
If No, coiaatriete and submi
Design Request application ("v'ADC 10-14) and sup orting documents for
review. Approvial of the request: is required prior to submittal of the Fast Track Application and supporting documents,
2. Prt)tcssional Engineer's Certifieattion:
(Professional fngineer's name fi•ona Application
a
a
has been rcviiew,ed by me and is accu te, earnaplete and consistent w°.it1r the infoniiation supplied in the plans, specie atrcans,
engineering. calculations, and all other supporting documentation to the best of my knowledge, 1 further attest that to the best
of tray 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 ForceMains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design_
NOTE — In accordance with General Statutes ld 215.t>.A and 143-215.6B, any person who knowingly rnakfalse
statement, representation, or certification in anv 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 C'arnlina 'Professional Engineer's seal, signature, and date:
Applicant's
per 5
NCAC 02T .0106(h):
Sig tiattrre Attthrari ',s name title from p
that this application
has been rev( vsed by the and is accurate and complete to the best of my knowledge. 1 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. 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, androrcriminal prosecution. twill make ncr claim against the Division of Water Resources should a condition
of this permit be violated, 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete,
NOTE — In accordance with C."reneral Statutes and I -4 i ? 15,611, 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 Teed $.1 O,000 as well as eisil penalties up to $25,000 per violation,
Signature:
.Dat
F�T
4-16
rage 5 of

Rot N H t. i?vw DR
Proposed
Poke Main
Proposed Gra ity
Sewer
Existing Receivin ins
Gravity Sewer to be
upsized to 2 4 inch.
Project to be completed
ahead of Lift Station
Activation.
CHEYA
Proposed Gravi
HANNAhtARA
3892
0
9
0
40'
2
35'07'3
8Q°37'30'

G Map — Mecklenburg County, North Carolina
Proposed Pump
Station Location
,0‘41 4 Ofi3Of''
mitt,
qttto"'
Proposed
Force Main
Lawyers Road
Date Printed: 1/10/2018 11 :05:25 AM
s P opreparer repor oM 0nvernory 0 re. propertye enu
pl anmetric maps. anc other public records and data Users of this map or repor
should be consulted or verricabon, Mecklenburg C unty and its rnapprng co
rg y an scompde. rom reconeee.s, pate, tax maps. surveys,
are hereby notified that the aforementioned public primary nformatton sources
dors assume no legal responstbiltty for the intormation contained herein.

s 3G Map Mecklenburg County, North Carolina
Proposed
Force Main
Proposed Gravity
Sewer
Date Printed: 1/10/2018 11106:39 AM
p or pr p e e inventory o real propery wl in Tec en.urg ounty and is compireco # s ree , pats, t maps, surveys,
panimetric maps, and other public records and data Users ofthis map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification. Mecklenburg County and its (napping contractors assume no legal responsibility for the information contained herein,

s 3 I' Iap - Mecklenburg County, North Carolina
Date Printed: 1/1012018 11 :50:37 AM
p or report Is prepare. fort e tnventory of rea property within der Ienburg aunty and is compife+ ram recorde+ deeds, plats, tax maps, surveys„
planimetnc maps. and other publyc records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification, Mecklenburg County and its mapping contractors assume no legal responsibility for the information contained herein.

Polaris 3G Map — Mecklenburg County, North Carolina
This p or reportprepared for the inventory property wthin Mecklenburg Cou
Users of this map or report are hereby notified that the aforementioned public primary in
responsibility for the information contained herein
Date Printed: 0/20
recorded deeds, plats, tax maps, surveys, planimetric maps, and other public recorbs and date
d be consulted for verification. Mecklenburg County and its mapping contractors assume no legal

June 5, 2018
NCDENR Division of Water Quality
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
Subject: Fast Track Sewer System Extension Application
Project: Stevens Creek Lift Station, Forcemain and Gravity Sewer
LDI PN: 1016224
SEWER SYSTEM APPLICANT:
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216
ITEMS INCLUDED:
Enclosed is the Fast -Track Application package for Charlotte Water's Stevens Creek
Lift Station, Force Main, and Gravity Sewer Improvements project located in Mint
Hill, NC. Included you will find the complete original application form, application
fee, project USGS Topographic Map, and multiple street level aerial maps identifying
the location of proposed sanitary sewer improvements. One additional copy of the
application and supporting documentation is also provided.
DESCRIPTION:
The proposed sanitary sewer improvements include the installation of a regional
tri-plex pump station (4.32 MGD capacity), approximately 14,610 LF of PVC/ DIP
force main, and approximately I2,822 LF of PVC/ DIP gravity sewer. Flow to the
proposed lift station and gravity sewer will be subsequently permitted and sent to the
McAlpine Creek Wastewater Treatment Plant (NPDES permit number NC0024970).
The lift station, forcemain, and gravity sewer will be constructed per Charlotte Water
Standards and Specifications. Activation of the proposed Stevens Creek Lift Station,
Force Main, and Trunk Sewer project is contingent upon the construction and
activation of Charlotte Water's Irvins Creek Tributary Trunk sewer improvements
(Charlotte Water Project No. 7030600111-17-571).
N:L2016110162241DOCSIPERMITTINGLFAST TRACKIFAST TRACK PACKAGE11016224-ENGINEERS REPORT SEW ER.DOC LANDDESIGN, INC.

1016224 STEVENS CREEK LIFT
STATION-FORCEMAIN &
GRAVITY SEWER DESIGN
1016224
Fast Track Application -Stevens
Creek Lift Station, Forcemain, &
Gravity Sewer Project
For your approval
Trap al
6/5/2018
00037
Courier
card Land Design BCraffordanddesign.conn
Barry Love
610 E Center Ave #301 NCDENR -
Room # 3323 Mooresville Regional [e-mail]
Mooresville NC 28115 Office
United States
2
Mr. Love,
The Fast Track Sewer System Extension Application Package for Charlotte
Water's Stevens Creek Lift Station, Forcemain, & Gravity Sewer Project is
attached. Please let me know if you need anything further to review our
application,
Thanks for your time and we look forward to hearing form you.
Sincerely,
BRIAN CRAFFORD, PE
Senior Designer i Charlotte I '04,333,0325
Copies of Fast Track Applicaion
Copies USGS Topo Maps
Copies of Street level Maps
Check for $480.00 (Check no. 00631909)

•
LandDesign
PROJECT:
SUBJECT:
1016224 STEVENS CREEK LIFT
STATION-FORCEMAIN &
GRAVITY SEWER DESIGN
1016224
Fast Track Application -Stevens
Creek Lift Station, Forcemain, &
Gravity Sewer Project
PURPOSE: For your approval
DATE:
TRANSMITTAL ID:
VIA:
Transmittal
6/5/2018
00037
Courier
FROM
NAME
COMPANY
EMAIL
PHONE
Brian Crafford
Land Design
[e-mail]
TO
NAME
COMPANY
EMAIL
PHONE
Barry Love
610 E Center Ave #301
Room # 3323
Mooresville NC 28115
United States
NCDENR -
Mooresville Regional
Office
[e-mail]
REMARKS:
Mr. Love,
The Fast Track Sewer System Extension Application Package for Charlotte
Water's Stevens Creek Lift Station, Forcemain, & Gravity Sewer Project is
attached. Please let me know if you need anything further to review our
application.
Thanks for your time and we look forward to hearing form you.
Sincerely,
BRIAN CRAFFORD, PE
Senior Designer 1 Charlotte 1 704.333.0325
DESCRIPTION OF CONTENTS
QTY
DATED
TITLE
NOTES
2
--
Copies of Fast Track Applicaion
2
--
Copies USGS Topo Maps
2
--
Copies of Street level Maps
1
--
Check for $480.00 (Check no. 00631909)
Page 1 of 1