WQ0032479_Regional Office Historical File Pre 2018 (2)

F„Ea,sle:y, Gov rri
‘Vi11nan 6, Ross Jr , Sccraary
North 4 Department of Environment uii IdIResources
Sullins, Director
Division of Water ()nal
December 4, 2007
Mr, Brad R. Cornwell, Public Utilities Director
City of Shelby
824 West Grover Street
Shelby, NC 28150
Subject Permit No, WQ0032479
VVestside Sewer Facilities, Contracts
Nos.1,2, and 3
Wastewater Collection System
Cleveland County, North Carolina
Dear Mr, Cornwell,
In accordance with your application received on November 20, 2007, we are forwarding
herewith Permit No, WQ0032479 dated December 4, 2007, 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until rescinded, and shall be subject to the conditions and limitations as specified therein.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 2T ,0403 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 2T, 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 Re.gional Offc 610 East Center Ave., Suiw 101 Mooresville., 'tiC., 281.15
Internet .www.ricrnwa",erquaity.org Customer ScirviL•,e, I -87-623-6748
An EqualOpportunitylAffirmadve Action Employer 50'k Recycle1/10% Post Consumer Paper
Phone, [phone] Fax: [phone]
NoithLarol na
„Naturally

V'Cornwe11
Page 2
December 4, 2007
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 the City of Shelby for the construction and operation of approximately 25,470 linear feet of
15-inch gravity sewer, 13,439 linear feet of 16-inch force main, a 1700 gallon per minute pump stations
(with duplex pumps, on -site audible and visual high water alarm, and a permanent on -site generator
with automatic transfer switch), and the discharge of 770,000 gallons per day of collected domestic and
Industrial wastewater into the City of Shelby existing sewerage system, pursuant to the application
received November 20, 2007, 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
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Shelby
WWTP (NPDES No. NC0024538) prior to being discharged into the receiving stream
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 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 Mr. Samar Bou-
Ghazale at [phone].
Sincerely,
cc:. Mooresville Regional Office, Collection System Permit Files
Randall Davis Hintz, McGill Associates, P.A.
Surface Water Protection Central Files
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 2T; 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 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 27
.0403:
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 (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-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 §143-215.1C.

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 27 .0116, 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 27; 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.

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 0001 858-0368 or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part I 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 II 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 4th day of December, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Chicon IL Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number Q0032479

pp;
Fast Track Engineering Certification
Permit No WQ0032479
December 4, 2007
Mr Brad R. Cornwell, Public Utilities Director
City of Shelby
824 West Grover Street
Shelby, NC 28150
Randall David Hintz, PE
McGill Associates, PA,,
55 Broad Street
Asheville, NC 28801
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 coflection
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 re uired 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 Engineers 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 ri Final
, as a duly registered Professional Engineer in the State of North Caroilna, having been
authorized to observe (El periodically, LI weekly, rj full time) the construction of Westside Sewer Facilities;
Contracts Nos,1,2 and 3, a Cleveland 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 2T, 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

FAST-TkACK APPLICATION for CRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application.„„
(to be completed by DWQ)
1. Owner:
1 a. City of Shelby
: Full Legal Name (company, municipality, HOA, utility, etc,)
,
lb, Brad R. Cornwell, Public Utilities Director
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
0 Individual El Federal El Municipality 0 State/County El Private Partnership 0 Corporation LJ Other (specify):
Id, 824 West Grover Street le, Shelby_
Mailing Address City
If. North Carolina
State
0
lh. 704-484-6840 x 6575
Telephone
(;) 2, Project (Facility) Information:
.I 2a. Westside Sewer Facilities; Contract Nos. 1. 2 and 3
Brief Project Name (permit will refer to this name)
0—
< 3. Contact Person:
3a, Vann Waters
Name and Affiliation of Someone Who Can Answer Questions About this Application
lg. 28150
Zip Code
704-484-6808 brad,cernwellgeityofshelby.corn
Facsimile E-mail
2b, Cleveland
County Where Project is Located
3b„ 828-252-0575 _ 3c. vann mcgihprigin eerscom_____
PhoneN6mber E-mail
1. Project is j New 0 Modification (of an existing permit) If Modification, Permit No,:
1
z
0
2
0
u_
cti
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/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 E Public (skip to item B(3)) El Private (go to Item 2(a))
2a„ lf private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
Ej Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc, - skip to Item B(3))
0 Selling units (lots, lownhomes, etc. - go to item B(2b))
3. City of Shelby
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, City of Shelby F NC0024538
0 Public Utility (Instruction HI)
0 Homeowner Assoc./Developer (Instruction IV)
Name OfWWTF WWTF Permit No.
5a, CilKof Shelby :5b. 12 111 Gravity 15c.
Owner of Downstream Sewer Receiving Sewer Size IE Force Main Permit Number of Downstream Sewer (if knewn-
6. The origin of this wastewater is (check all that apply):
L] Residential Subdivision
LI Apartments/Condominiums
1:1 Mobile Home Park
01 School
0 Restaurant
El Office
n Car Wash
El Institution
0 Hospital
El Church
[1] Nursing Home
0 Other (specify):
10 % Domestic/Commercial
9Q % Industrial
% Other (specify):
7. Volume of wastewater to be_allocated for this particular project: 770,000 gallons per day
*Do not include previously permitted allocations
8, If the permitted flow is zero, indicate why:
El Interceptor Line - Flow will be permitted in subsequent pem'uts that connect to this
0 Flow has already been allocated in Permit No.
11] Rehabilitation or replacement of existing sewer with no new flow expected
PTA 02:1)3 - Ro-, 3 04'05

Ir`ST-TRACKAPPL ICATION for GRAVITY SEWERS, PU P STATIONS, AND FORCE I'v.AINS
PAGE 4
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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
Existing pump station flow (1 year records avg.) - 39,126 GPD; PPG - 750,000 GPD (peak flow); Specialty Lighting
WWTP — 10.000 GPD; Jefferson Smurfit WWTP 10,000 GPD flow; 3 homes © 3 BRx120 g = 1,0€30 GPD
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
15
16
F--
Z
0
11_ Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
25,570 Gravity
13,439 Force Main
z
0
ENTER TOTAL LINE LENGTH IN MILES
7.3
Location ID Power Reliability Option
(self chosen - as shown on Resign Flow Operational Point (1- dual line feed; 2- permanent generator
plans for cross-reference) (MGD) GPM @ TDH portable generator witelemetry; 4-wet well
Crest Pump Station 980,000 1700
2
ATS; 3-
forage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
E1 Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
Have the following permits/certifications been submitted for approval.
WetiandlStream Crossings - General Permit or 401 Certification? Yes E No [1] N/A
El Yes ❑ No LI MA
[JYes LINO LJNIA
Sedimentation and Erosion Control Plan?
Starmwater?
14. Does this project involve aerial lines or siphons? Check if yes: Li
These lines wilt be considered hiah priority and must be checked once even', six months
15. Does this project have gravity sewer lines designed at minimum slopes? LI
Be aware that the Diwision will not accept installed lines more than 1O flatter than the minimum sloe. Lines instal&ed outside this tolerance should be
corrected pnor tc submltlr'ng the final engineering certification_
PTA 0`f13 - Rey. 3 fi4,`0

f7AST-TkACK APPLICATION for GRAVITY SEWERS, PUMP ST.ATIONS, 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
Z regional office (see instructions for addresses) OR indicate the following:
0 El A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
11 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
1 Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
I Creek Crossing No. 1 Beaverdam Creek Cleveland Broad River 9-50-32 C
I
, E C ret Y
_ . . . .
CA •
w
Submit the 0.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. ApOicant's Certification:
I, Brad R. Cornwell, attest that this application for City of Shelby, Westside Sewer ,Facifities, Contracts No 1,2 and 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, 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 pen 'ties up to $2 ,000 per violation,
la.
Signing 0 Signature
2, Professional Engineers Certification:
7
Date
I attest that this application for City of Shelby has been reviewed by me and is accurafe, complete and consistent with the
information in the engineering plans, 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 adopted February 12, 1996, and the Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed
classification in accordance with Division guidance, Although certain portions of this submittal package may have been
developed by other professionals, 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 NC 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
penalties up to $25,000 per violation*
2a, Randall David Hintz
Professional Engineer Name
2b, McGill Associates, RA.
Engineering Firm
2c. 55 Broad Street
Mailing Address
2d, Asheville
City
2e, NC 2f, ,28801_
State Zip
29. 828-252-0575 2h. 828-252-2518 2i, ranilymcgAerigtneers,corp_
Telephone Facsimile
Sea!, Signature & Date
FTA I)2/03 -Rev. 3 4/0_

November! 6. 2007
Ms, Dec Browder, Environmental Engineer
North Carol ina .Departtnent of Environment
And Natural Resources
Division of Water Quality
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
Dear Ms. Browder:
NC DEI
Surface
RE: Fast -Track Application
Westside Sewer Project
City of Shelby
Cleveland County, North Carolina
rk ,
Please find enclosed one (I) original and one (1) copy of the completed and properly
executed Fast -Track application for the above referenced project. Also enclosed are two 8 I/2"
x 11" portions of a quad .map, and a check in the amount of S480 for the application fee.
The project will consist of installing approximately 25,570 LF of 15-inch and 16-inch
gravity sewer, a replacement for an existing pump station and approximately 13,439 LF of
new 16-inch sewer force main. The purpose of this project is to allow the sewer Bow from the
PPG plant near Shelby to connect to the City of Shelby sewer system, thereby taking their
current WWTP off-line and removing the discharge into Brushy Creek. The smaller WWTP
for the Specialty Lighting facility will also be connected to the system. The additional flow
requires a new -pump station and an upgrade to the existing force main size,
n incerintz • Planning• Finance

Dee Browder
Page 2 of
I o have a s questions regarding tl i j ct; r r 1. it ad Iitional
n, please contact Randy Hintz or 1 at any ti1a
r7c cures
Sincerely,
VANN WATERS
Senior Engineering Technician
ec° Brad d oli all, uta11c tttllitles Tire
Randy t l nt `
Mike Waresak
Danny Fridges
dogs

Permit Number
00032479
Central Fifes: APS 'WP-
12/04/07
Permit Tracking SISlip
Program Category
Non -discharge
Permit Type past radk
Gravity ewer Extension, Pump Stations, Pressure Sewer
Extensions
Primary Reviewer
d e.browder
Permitted Flow
7'000
Facility Name
Westside Sewer Facilities, Contract Nos. 1,2,
Location Address
Owner
Owner Name
City of Shelby
Status Project Type
Active New Project
Version
00
Permit Clasificfiion
Individual
Perrot Contact Affiliation
Majorlinor Region
Minor Mooresville
County
Cleveland
Fa iihty Contact Affiliation
DateslEvents
Orig Issue App Received Dra?
12/0/07 11/20/7
n
Owner Type
Government - Municipal
Owner Affiliation
Brad
PO Box 207
Shelby
ny
NC 28151
Scheduled'
seed Issuance Public Notice Issue Effective Expiration
1210 /07 12/04/07
Regulated Activities_.- °..ted ecivedl Events
School
SubdivIsia
olle,ti an
lutfati ltil_l.
Waterbody Name
Stre
Additional information requested
Additir nai rtfr rrnat ran resew d'
Index Number
Cur
Subbasin

PP PLANT
FOR T CITY
ER FORCE MAIN
CITY OF SHELBY
ESTSIDE SEWER FACILITIES
CLEVELAND COUNTY
SCALE 1 ®2000'
CLIAL) MAPS 'SHELBY. TiCOUNG SEF.NS-5i;)L,1`T'l€`
ROILING Sf°'I ING:a;';r-NOR' H'
PROPOSED
15" GRAVITY SE " ER LINE
PROPOSED
REPLACEMENT
1 PUMP STATOON
QUAD MAP 1 OF 2
T S EILBY ---+►
PROPOSEf
1 GRAVITY NE

TO FOREST CITY
PROPOSED
REPLACEMENT
PUMP STATION
CITY OF SHELBY
ESTSIDE SEWER FACILITIES
CLEVELAND COUNTY
SCALE 1 " 2000'
QUAD MAPS 'SHELBY'. 'BOIL INC; SFF4INC -S€ �U1 H-I"
BOILING SPRINGS -NORTH`
CUAPMAP 2OF2
ROPOSEU
'° GRAVITY SEWER _NE

BROAD RIVER BASIN
,e5
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. -.BheIlBS•Blaw•Wateeti. Bntakere
• Tenen•Blabeed',Pit
East Fork Brushy Crt,en
West Fork Brushy Creek
Flag Branch.
Little creek
Hickory Creek
1.15W2111burt$pkabNo..Bberesch•
(LatAlt-Babkoty•CneBk1
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Rear Creek
Asaveream Creek
DOSICIRiption-
Claes
Brea. spurns, fp Rig. Barka* WSrISA
flbwk
From source to First Broad WS-IV
River
From. a point 1.0 mile
upstream of Shelby
downstream Raw Rates Intake
to Shelby downstream Raw
Weter Intake
WS-I27;CA
• • • • • • • • • • • • • • • • • • • • • • • • . • • • • • . . • . • • • • • • • - • • • • • • • . • • • • • • . • • • . . . . . . • . • . . . . . . • • . .
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Water Intake to Broad River
Blrbt•dcW:acA, Tfirst. tT81.7ad.
Class
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inaex No,
08103,292 9-50-25-1
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092'01,2'74 9-50-29-2.
2'9/01274 9-50-29-3
09101234 2-50-29-4
07/03273 Roso-ao
07/01/73 9-50-30-1
07/01/73 9-50-30-2
59/01/74 9-59-30-3
09/01/74 S-50-19-1-1
09/012'51 9250- 31
0920.9174 9-5.0-31-1
09201/741 9-50232

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