WQ0040047_Application (FTSE)_20180928

Hazen [LIET19a o1P
' 0ATE J B N .
Se tember 6 2018 31322-001
ATTENTION
Ba Love
RE:
To Charlotte Water'Irvins Creek
Barry Love Fast Track ADylication
NCDEQ Mooresville Regional Office RECEIVEDIN
610 E. Center Ave.Suite 301
Mooresville, NC 28115 UPS `
WORDS
CE
WE ARE SENDING YOU , Attached Under separate cover via the following items:
❑ Shop drawings Prints Q Plans Samples Q Specifications
Copy of letter Change order Q Fast Track Application
COPIES DATE NO. DESCRIPTION
I Fast Track Application
1 FTSE
1 $480 Check
THESE ARE TRANSMITTED as checked below:
■ For approval Q Furnish as submitted 0 Resubmit copies for approval
For your use 0 Furnish as corrected Q Submit copies for distribution
As requested Q Revise and resubmit Return corrected prints
For review and comment
FOR BIDS DUE 20 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
Eleanor K. Mierzejew
704-941-6056
If enclosures are not as noted,kindly notify us at once.

HazenHazen and Sawyer
9101 Southern Pine Blvd.Suite 250
Charlotte,NC 8273.704 357 3150
Mr. Barry Love
NCDEQ Division of Water Quality
610 E. Center Avenue
Mooresville, INC 28115
RE: Charlotte Water
Irvins Creek Tributary Gravity Sewer Project
Force Main Extension
H&S Project No. 31322-001
Dear Mr. Love,
Hazen and Sawyer (Hazen) was contracted by Charlotte Water (CLTWater) to provide professional
engineering services to design the Irvins Creek Tributary Gravity Sewer. Subsequently, Hazen is hereby
submitting a Fast Track Application (FTA) on behalf of CLTWater for the extension of the Stevens Creek
Force Main (previously permitted under permit number WQ0040047). This project will extend the existing
force main 432 feet to tie-in to the proposed gravity sewer to allow for current and future hydraulic capacity;
however, this project does not increase the firm pumping capacity of the existing pump station, and
therefore, a zero flow increase is associated with this project.
This project begins at the Irvins Creek Greenway and progresses southeasterly along the natural drainage
pattern, crossing NC HWY 51, and generally following Lawyers Road until it ties-in to Stevens Creek Force
Main. Project components include new cased trenchless crossings under NC HWY 51 and Lawyers Road,
new manholes, and extension of the Stevens Creek Force Main.
We have submitted an Erosion and Sediment Control Plan to NCDEQ for this project and are awaiting
approval.
The following documents are included for the project to facilitate your review:
• Review fee check in the amount of$480
• Fast Track Application (FTA 04-16)
• Flow Tracking/Acceptance Form (FTSE 04-16)
• Site Maps (USGS Topographic Map and Street Level Aerial Map)
• Stevens Creek Sewer Extension Permit No. W00040047
Please feel free to contact me if you have any questions at 704-357-3150 or via email at
em ierzeiewski(a)hazenandsawver.com.
We look forward to the favorable review of this application.
Sincerely,
HAZEE/NN AND SAWYER
Ellie Mierzejewski, El
cc: Nicole Bartlett,CLTWater
Jim Struve, Hazen
hazenandsawyer.com

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ff,,\\ FTA 04-16&SUPPORTING DOCUMENTATION
Application Number: [AfQ6ogb6g7 (tobe completed byDWR) RECEIVEDINCDENR/DWR
All items must be completed or the application will be returned S E P 10 2018
I. APPLICANT INFORMATION: WOROS
1. Applicant's name: Charlotte Water(company,municipality,HOA,utility,etc.) MOORESVILLE REGIONAL OFFICE
2. Applicant type: ❑ Individual ❑Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑Federal ❑ State/County ®Municipal ❑Other
3. Signature authority's name: Joseph C.Wilson per 15A NCAC 02T.0106(b)
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: cwilson(a charlottenc.gov
11. PROJECT INFORMATION:
1. Project name:Irvins Creek Tributary Gravity Sewer Pro ec
2. Application/Project status: ®Proposed(New Permit) ❑ Existing Permit/Project
If a modification,provide the existing permit number: WQ0040047 and issued date: June 22,2018
If new construction but part of a master plan,provide the existing permit number:W000
3. County where project is located: Mecklenburg
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.170609' Longitude: -80.654608'
5. Parcel ID(if applicable): 19701331
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: James N. Struve License Number: 18179
Firm:Hazen and Sawyer
Mailing address:9101 Southern Pine Blvd. Suite 250
City:Charlotte State:NC Zip: 28273-_
Phone number: [phone] Email Address: istruve(a),hazenandsawyer.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: McAlpine Creek WMF Permit Number:NCO024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s): WQ Downstream(Receiving) Sewer Size: 24 inch
System Wide Collection System Permit Number(s)(if applicable): WQCS00001
OwnerName(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery,Buncombe, Burke,Caldwell, Cherokee,
Water Qualitv Section Swannanoa, North Carolina 28778 Clay,Graham,Haywood, Henderson,Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain,Transylvania,Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson,Bladen, Cumberland, Harnett, Hoke,
Water Quality Section Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson,Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue Alexander,Cabarrus, Catawba,Cleveland,
Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone] Slanly,Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Water Quality Section Raleigh, North Carolina 27699-1628 Granville, Halifax,Johnston, Lee, Nash,
[phone] Northampton, Orange, Person,Vance,Wake,
[phone] Fax Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bartle, Camden,Chowan, Craven,
Water Quality Section Washington, North Carolina 27889 Currituck, Dare, Gates,Greene, Hertford, Hyde,
[phone] Jones,Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt, Tyrrell,Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick,Carteret, Columbus, Duplin, New
Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow,Pander
[phone]
[phone] Fax
Winston-Salem Regional Office 450 W. Hanes Mill Road Alamance,Allegheny,Ashe, Caswell, Davidson,
Water Quality Section Suite 300 Davie,Forsyth,Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry,Watauga,Wilkes,Yadkin
[phone]
INSTRUCTIONS FOR FORM: ETA 04-16&SUPPORTING DOCUMENTATION Page 3 of 3

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:)No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Aereement(FORM:DEV)been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association has an Operational Agreement(FORM:HOA)been attached?
❑ Yes []No ®N/A
4. Origin of wastewater: (check all that apply):
❑Residential Owned ❑Retail(stores,centers,malls) ❑Car Wash
❑Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
_I %Industrial(See 15A NCAC 02T.0103(20)
" )
Is there a Pretreatment Program in effect? [] Yes ❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ❑ No
➢ If yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow',' No. of Units Flow
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 0 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(1) and(e)(2) for caveats to wastewater design flow rates (i.e.,minimum flow per
dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
® Flow has already been allocated in Permit Number:NCO024970
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other(Explain): _
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA(If Applicable) -02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
24 3,100 DIP,PVC
➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A
2. Approximate Coordinates(Decimal Degrees): Latitude: 0Longitude:- °
3. Design flow of the pump station: millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): gallons per minute at_feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
20 432 DIP
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B):
➢ 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 NCAC 02T.0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant(draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump 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 power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS &SEPARATIONS—(02B .0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T.0305(f) &(g) ® Yes ❑No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below vertical 24 inches
Water mains vertical-water over sewer including in benched trenches 18 inches
Water mains horizontal 10 feet
Reclaimed water lines vertical-reclaimed over sewer 18 inches
Reclaimed water lines horizontal-reclaimed over sewer 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water 100 feet
**Waters classified WS(except WS-I or WS-V),B, SA,ORW,HQW,or SB from normal
high water or tide elevation and wetlands see item IX.2 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches 10 feet
Any uilding foundation 5 feet
Any basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming ools 10 feet
Final earth grade vertical 36 inches
➢ 15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ .If noncompliance with 02T.0305(f)or W,see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes [:]No ❑N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200? ❑Yes ❑No ®N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑Yes ®No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 &Buffer Permittin Branch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes [-]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared,have
been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans,stormwater management plans,etc.).
6. Does this project include any sewer collection lines that are deemed"high-priority?"
Per 15A NCAC 02T.0402,"high-priority sewer"means"any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ®No ❑ N/A
➢ If yes,include an attachment with details for each line,including type(aerial line,size,material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and inspections
documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
®Yes ❑ No
If No,complete and submit the Variance/Alternative Design Request application(VADC 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:
I, ,Av��S N smp_U\JE attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations,and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.
o..
North Carolina Professional Engineer's seal,signature,and date:
18119 122l18
_• ✓sue S �. --
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, 1�(e attest that this application for
(Signature Authority's name&title from Applica ion Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief,and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: Date: 2 $
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
R-
Department of Environmental Quality
Division of Water Resources
BhIsoon of Wader&esoaru Flow Trucking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Charlotte Water
Project Name for which flow is being requested: Irvins Creek Tributary Sanitary Sewer
More than one FTSE may be required for a single project(/the owner of the WWTP is not responsible for all pwnp
stations along the route of the proposed wastewater flow,
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Irwin Creek, Sugar Creek, McAlpine Creek WWTP
b. WWTP Facility Permit#: NCo024945, NC0024937, NCO024970
All flows are in MCD
c. WWTP facility's permitted flow 99.000
d, Estimated obligated flow not yet tributary to the WWTP 12.441
e. WWTP facility's actual avg. flow 63.767
f, Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 76.208
h, Percent of permitted flow used 77.0%
11. 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) (13) (C) (D)=(B+C) (E)=(A•D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Finn Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm/pf), Daily Flow, Daily Flow, Obligated Available
Number) MOD MOD MOD MOD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow Is the firm capacity of the pump station divided by a peaking
factor(pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is<0.
Downstream Facility Name (Sewer): Irvins Creek Trlb to Mint HIII
Downstream Permit Number: WQ0010167
I
Page 1 of 6
FTSE 04-16

Ill. Certification Statement:
, Keri Cantrell 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 11
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
,, CSC--ram 9/5/2018
Signing Official Signature Duce
Page 2 of 6
FTSE 04-16

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