WQ0030744_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
• August 31, 2006
Mr. Barry Shearin, Chief Engineer
Charlotte -Mecklenburg Utilities
5100 Brookshire Boulevard
Charlotte, NC 28216
Subject: Permit No. WQ0030744
Woodwind St.
Mecklenburg County, North Carolina
Dear Mr. Shearin:
In accordance with your application received on August 17, 2006, we are forwarding herewith
Permit No. WQ0030744, dated August 31, 2006, to Charlotte -Mecklenburg Utilities for the construction
and operation 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) 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. 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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Noy` Carolina
,NaturaIlif

Mr. Shearin
Page 2
August 31, 2006
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 -Mecklenburg Utilities for the construction and operation of approximately 650
linear feet of 8-inch gravity sewer as part of the Woodwind St. project, and the discharge of 0 gallons
per day of collected domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage
system, pursuant to the application received August 17, 2006, and in conformity with 15A NCAC 2H
.0200; 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 Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Heater Utilities, Inc.
WWTP- (Willows Creek NPDES No. NC0065773) prior to being discharged into the receiving stream.
If any parts, requirements, or {imitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Land Use and Environmental Services Agency (LUESA)
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024945)
Steve Miller, CMU
Philip Edwards, Mecklenburg County
Charles Shue, McKim & Creed
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(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 arid Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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 §143-215.1 C. -

4. This permit shall not be 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.
5. 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.
6. Per 15A NCAC 2H .0220, 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.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; 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.
9. 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.
10. 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 other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, 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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but 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 Part 1 of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 1I of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 31st day of August, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, ..E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030744
3

Fast Track Engineering Certification
Permit No. WQ0030744
August 31, 2006
Charlotte -Mecklenburg Utilities
5100 Brookshire Boulevard
Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial. ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, ❑ weekly, ❑ full time) the construction of Woodwind St., a
Mecklenburg County project for the 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 2H .0200; 'the Division of Water Quality's (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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATI N ANI) FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FRO FIELD TO FIELD! Application Number:
(to be completed by DWQ)
„ .
1. Owner:
la. Charlotte -Mecklenburg Utilities
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Barry Shearin, PE, Charlotte -Mecklenburg Utilities Chief Engineer
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing offici
21c
0 Individual 0 Federal Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
CC
O ld. 5100 Brookshire Boulevard
LL Mailing Address
The legal entity who will own this system is:
if North Carolina
le, Charlotte
City
lg. 28216
State Zip Code
O 1 h. 704-399-2221 1i, 704-398-9180 1j. bshearin i.charlotte.nc.us
Telephone Facsimile E-mail
(.) 2. Project (Facility) information:
— J 2a, Saffitary-siawerstmetrrtairad,lerteet-Bt6)NOWoodwind St. 2b. Mecklenburg County
CL Brief Project Name (permit will refer to this name)
< 3. Contact Person:
• 3a. Mike Garbark, Project anager„ Charlotte -Mecklenburg Utilities
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-391-4695 3c. [e-mail]
Phone Number
County Where Project is Located
1, Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line iize/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included, in the original permit,
2. Owner is Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a„ If private, applicant will be:
2b, If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e. store, church, single office, etc,) or 0 Public Utility (Instruction III)
Z 0 Leasing units (lots, townhomes, etc, - skip to Item B(3)) El Homeowner AssocIDeveloper (Instruction IV)
O 0 Selling units (lots, townhomes, etc, - go to Item B(2b))
3, Heater Utilities, inc.
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Willows Creek WWTP ztli NC0065773
o Name of WWTF WWTF Permit No.
1
LL 5a.Heater Utilities, Inc, 5b, 8-inch 0 Gravity 5c.
Owner of Downstream Sewer IReceiving Sewer Size :0 Force Main Permit Number of Downstream Sewer (if known
6. The origin of this wastewater is (check all that apply):
Residential Subdivision 0 Car Wash
0 Apartments/Condominiums 0 Institution
0 Mobile Home Park 0 Hospital
0 School 0 Church
0 Restaurant 0 Nursing Home
ED Office 0 Other (specify):
7. Volume of wastewater to be allocated for this particular project: 0 gallons per day
*Do not include previously permitted allocations
100, % Domestic/Commercial
% Industrial
% Other (specify):
8, If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No. WQ0022344
O Rehabilitation or replacement of existing sewer with no new flow expected
PTA 02/03 - Rev. 3 04/05

'-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(0(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
rr
ILI- - - - - -- -- i -- ----- - --- --
z
z . ENTER TOTAL LINE LENGTH IN MILES 650
0
Length (feet) Gravity or Force Main
(use the pull down menu)
650 ! Gravity
- -+
V111. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
I—
Z Location ID I Power Reliability Option
(self chosen - as shown on E Design Flow; Operational Point , (1- dual line feed; 2- permanent generator w/ATS; 3-
_ plans for cross-reference) (MGD) _II GPM @ TDH ' portable generator w/telemetry; 4-wet well storage)
------ - - - -
O
LL
~
2 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
EC Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LLI ® Yes D No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
O. variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
' PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
113. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
'14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be_considered.hich arioritv-and_must be.checked one every-six.months—_ _ _ _
'15. Does this project have gravity sewer lines designed at minimum slopes? 0
Be aware that the Division will not accept installed lines more than 1 O% flatter than the minimum slope. Lines instated outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Oregional office (see instructions for addresses) OR indicate the following:
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND,
() 1M A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LL option for any pump station near a Class C down slope waterbody.
Location ID on Map i ,
(self chosen - as shown on 1 Name of j Waterbody Stream Waterbody
J! map for cross-reference) 1 Waterbody County River Basin Index Classification
i
V-- ----4-- — — - -- -- - - --- - -- —
I
LLI '- -f
-
H' — -- - - ---- I--- - - — -- -y - ---4- --- --
CO
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, Barry Shearin, attest that this application for the sanitary sewer street main to serve 4300 block Woodwind Street 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. Note: in accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalti up to $25, 000 per violation.
l a. 7/ZS/a 6
Signing Official Signature Date
2. Professional Engineer's Certification:
Cn
Z I attest that this application for the sanitary sewer street main to serve 4300 block Woodwind Street has been reviewed by
me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
I--' supporting documentation to the best of my knowledge. i further attest that to the best of my knowledge the proposed
Q design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
U ; Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
LL Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
j_, : Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
cc ; materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
W the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143 215.6B, any person who
v , knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
0 misdemeanor which may include a tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Charles E. Shoe
`,,,411i1,,,,,
Professional Engineer Name CARn ,,,,�,
,��,•`,\N
2b. Mckim & Creed
boo•'=Q�,.Fs51p�../1'y
Engineering Firm •,,
2c. 8020 Tower Point Drive e61.dam`Mailing
Address SEAL L �:
2d. Charlotte 2e. NC 2f. 28269 'oo (1 a% 4",i, ,-s•°°° J� � (p
e ° ei
City State Zip oe X/ p °° '°°°°° , 2
c��e,`*+���" �
2g. 704-841-2588 '2h. 704-841-2567 2i. [e-mail] .
, Telephone Facsimile E-mail I Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

Permit Number WQ0030744
Central Files: APS SWP
08/31/06
Permit Tracking Slip
Program Category Status Project Type
Non -discharge in review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
0
Facility
Facility Name Major/Minor Region
Woodwind Street Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Charlotte Mecklenburg Utility Department Government - Municipal
Owner Affiliation
Barry Shearin, PE
5100 Brookshire Blvd
Charlotte
Dates/Events
NC 28216
Orig Issue App Received Draft Initiated
08/17/06
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Subdivision
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

Beater
Utilities
WATER AND WASTEWATER SERVICES
Mr. Charles Shue, PE
McKim & Creed, PA
8020 Tower Point Drive
Charlotte, North Carolina 28227
Dear Charles,
4183 Sinclair Street
P.O. Sox 859
Denver, North Carolina 28037
phone; 704.489.9401
fax : [phone]
Heater Utilities, Inc. will accept wastewater flow from the 7 connections on Woodwind
Street near the Timberlands Subdivision in Charlotte, North Carolina into the Willows
Creek Wastewater Treatment Plant. Acceptance of this wastewater flow is subject to the
approval of the plans and specifications submitted by your firm to the North Carolina
Division of Water Quality.
Applicant Name: Heater Utilities, Inc.
202 Mackenan Court
Cary, North Carolina 27511
Project Name: 43 00•Block Woodwind Street
Amount of Flow: 7- 3 Bedroom connections x120 gallons/bedroom= 2,520 gpd
Wastewater Plant: Willows Creek Wastewater Treatment Plant
DWQ Permit iiNCOO65773
Please do not hesitate to contact me should questions arise.
Respectfully,
04/tei5
Ma tin Scanlon
Heater Utilities, Inc.

Warne: HARRISBURG
Date; 5/16/2006
Scale: 1 inch equals 1000 feet
Location: 035° '16' 56,9" N 080° 41' 22.6" W
Caption: Woodwind Street Sewer
Copyright (C) 1997, Maptech" Inc,

August it
Dee Browder
422-0022( 0)
Department of En on Nat urral rsc)urccs
l ivisim of Water Quality
610 E. Center Avenue, Suite 301
Mooresville, resville, North Carolina 2811,5
Re: Fast Track Pcrtni
Timberlands C' U Ct rmection _ iNo dwvi
Ch rlc ttk Mecklenburg Utilities
Dear .13rowtFder,
t
Enclosed please final a Fast Track N n- ise'harge permit appl:icr package
for the of the sanitary sewer litre on Woodwind Street (the Timbe
conrtecti.ut) Project. ct. Included are the following:
Ore original nand one c y of the co 'Dieted Fast Tract- Applicaticrt for
sanitary sewer
A check for the ap} licmat` n fete for the Fast Track Pe
TWO (2) copies of the flow acceptance
One (1) copy of the color 7,5-minuteUSC S t pca raphic snap
Please review the above and if you :have a v questions or commen do not
hesitate to call me at 704-841-2588.
Very truly yc€ rS
c 1M & CREED, P.A.
C .a.
Senior
pc:
Encl"
Osu
ibark, Charlotte Ivlecklen.bui I; Uhl ities