WQ0036227_Regional Office Historical File Pre 2018

Beverly Eaves Perdue
Governor
Mr, Edgar O. Murphrey, Jr., Mayor
City of Kings Mountain
Post Office Box 429
Kings Mountain, NC 28086
Dear Mr. Murphrey:
Alt
NCD NR
North Carolina Department at Environment and Natural Resources
Division of Water Quality
Charles Wakild, P.F.
Director
November 6, 2012
Dee Freeman
Secretary
Subject: Permit No. WQ0036227
The Cleveland Project
Wastewater Collection System Extension
Cleveland County, North Carolina
In accordance with your complete application received on November 2, 2012, we are forwarding
herewith Permit No. WQ0036227. dated November 6, 2012, to City of Kings Mountain 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 Permtttee,.
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 August 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
Location, 610 East Center Avenue, suite 301, Mooresville, NC 26115
Phone: [phone] Fax: [phone]
Internet: http://portal. ncdenr.orgfweb/wq
t�lt_
N© Caro a.
An Equal Opportunity 1 AErirmalwve Acldon Employer — 50% Recycledr1 D% Post Consumer ,paper

4
Mr. Edgar 0„ Murphrey, Jr., Mayor
November 6, 2012
Page Iwo
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 for the construction and operation of approximately 2,000 linear feet of 4-inch force main, a
0,0462 MGD pump station (550 gpm © 184 TDH), and the discharge of 0 gallons per day of collected
domestic wastewater into the City of Kings Mountain existing sewerage system 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 August 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 Kings
Mountain Pilot Creek WVVTP (NPDES No. NC0020737) 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 Chanter 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 Mr. Michael Parker at
[phone].
Electronic copies: Joel E. Wood, P.E.
Cc:
Sincerely,
for Chuck Wakild, P.E.
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

4
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 August 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.
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 2T 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 (ie.
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

Pr"
4 This permit is not transferable. ln 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 2T ,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 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 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
August 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 21-1,0500,
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 pumr inp station or sewer line resulting in a by-pass directly to receivfnp 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 sell 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 lonerrnent at telephone number (800) - or
(1 ) -. Persons reporting any of the above occurrences shall file a spill report by
completing Part l of Form CS O (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 11 of Form -O (or the most
current Division approved form can also be completed to show that the SSO was beyond
control.
Permit issued this the 6th day of November, 20 .
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COl ll It ION
Charles W kiid, P'. E_
Division of Water Quality
By Authority of the Environ
PermitNtmtber WQ0036227
ental
fans er ent Commission

Pr"
Permit No. W00036227
November 6, 2012
OwnerMIQCS
Edgar O. Murphrey, Jr,, Mayor
City of Kings Mountain
Post Office Box 429
Kings Mountain, NC 28086
PE
Joel E. Wood, P,E,
Joel E. Wood Engineering
Post Office Box 296
Clover, SC 29745
Complete, and submit ths 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
El Partial [1] Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (Li periodically, Li weekly, Li full time) the construction of The
Cleveland Project, 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
August 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
4

0
CC
0
z
0
a.
z
0 4a, Pilot Creek Wastewater Faci
Name ot WWTF
CC
0 6. The origin of this wastewater is (check all that apply)
z
Di
5a. City of Kings Mountain 5b, 6"
Owner of Downstream Sewer Receiving Sewer Size
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
LJ Restaurant
0 Office
. 4 *
USE THE TAB KEY TO MOVE FROM FtELD TO FIELD!
1, Owner/Permittee:
la City of Kings Mountain
Full Legal Name (company, municipality, HOA, utility, etc.)
lb, Edgar O. Murphrey Jr., Mayor
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system
0 Individual 0 Federal Municipality 0 State/County n Private Partnership 0 Corporation 0 Other (specify):
ld. P.O. Box 429
Mailing Address
if. North Carolina
State
1h. 704-734-0333 11 704-734-4615
Telephone Facsimile
2. Project (Facility) Information:
2a. The Cleveland Project (LS Improvements & Force Main) 2b. Cleveland
le. Kings Mountain
City
lg. 28086
Zip Code
1j. marilyn
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Joel E. Wood, Engineer
E-mail
cityotkmcom
County Where Project is
Name and Affiliation of SomeoneSomoone Who Can Answer Questions About this Application
3b. 803-684-3390 3c. joelwood « comporiu
Phone Number E-mail
1 Project is New 0 Modification (of an existing permit) If Modification, Permit No,:
2. Owner is P Public (skip to Item 8(3))
Private (go to Item 2(a))
2a. If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc, - go to Item 13(213))
3. City of Kings Mountain
Owner of Wastewater Treatment Facility (WWTF) Treating Wa
.net
2b, If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
ater From This Project
4b, NC 0020737
WWTF Permit No.
0 Gravity .5c, NC 0020737
Force Main Permit # of Downstream Sewer (Instruction E)
El Retail (Stores, shopping centers)
0 Institution
o Hospital
O Church
0 Nursing Home
El Other (specify):
% Domestic/Commercial
100 % Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify).
7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 1 2/07_ver2

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item
' 7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
See attached Design Calculations
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
4" 2,000
New Gravity or Additional
Force Main
New Force Main
( 11. Summary of Pump Stations w/ associated Force Mains to lie Permitted (attach additional sheets as necessary)
W
p Pump Station Location ID M Dupont #2 (self chosen - as shown on plans/map for reference)
Z
H Design Flow Power Reliability Option
Operational Point Force Main Size
(MGD)GPM @TDH 1 - permanent generator WATS; (Existing) Force Main Length
0 2 - portable generator w/MTS
U
0.462 550 184 2- Portable Generator 6" (Existing) 4,780 L,F
0
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flaw Operational Point Power Reliability Option
(MGD) GPM TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
© 2 - portable generator w/MTS
LL
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM 4TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. WiH the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes IZ No If Yes, permit number of 2"d treatment facility
(RO - if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T as
applicable?
Yes © 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
FTA 12/0'7 vex'2

14, Have the f,ollowing permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes El No N/A
Sedimentation and Erosion Control Plan? Yes Ej No 0 N/A
Stormwater? 1 Yes 0 No 0 N/A
15, Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details
Owner/Perrnittee's Certifications (Signature of Signing Official and Project Name)
1, Edgar O. Murphrey Jr attest that this application for The Cleveland Project 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 supporling documentation and attachments are not included, this application package
is subject to being retumed as incomplete. Note: In accordance with North Carolina General Statutes 143-215,6A and
143-215.68, 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,
la, ":-~,e /0 „19 ,
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(f) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
- 2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
• /, Joel E. Wood attest that this application for The Cleveland Project has been reviewed by me and is
▪ accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
R- documentation to the best of my knowledge. further attest that to the best of my knowledge the proposed design has
CC been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
W adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
o Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. 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 NC General Statutes 143-215.6A and 143-215.68, 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, Joel E. Wood
Professional Engineer Name
2b, Joel E Wood & Assoc., PLLC
Engineering Firm
2c, P.O. Box 296
Mailing Address
2d, Clover 2e, SC
City State
2g, 803-684-3390 2h, 803-628-2891 2i. joelwood
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FTA 2/07_ver2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(f-TSE —10/07)
Project Applicant Name: City of Kings Mountain
Project Name for which flow is being requested: The Cleveland Project •
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not re„sponsible fOr all
piing) stations along the route of the proposed wastewaierflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pilot Creek Wastnyaterfacility
h. WWTP Facility Permit #: NC0020737
c. WWTP facility's permitted flow
All flows are in MGD
6,0
d. Estimated obligated flow not yet tributary to the 'WWTP .271,
e. WWTP facility's actual avg. flow
'f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.533
0.045
1.849
30,8 %
H. 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
Pump Station Name
Universal
Long Branch
Approx. Capacity, .MGD Approx. Current Avg.
(Finn/Design) Daily Flow, MGD
.0.5.184 .0003
_0,8208 .078
HI. Certification Statement:
Ed btu .h. , certify that, to the best of my knowledge, 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. 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 for which I am the responsible party. Signature of this form
indicates aeceptauve ofrffiis wastewater flow,
1
:ming Official S,
Date

Instructions tor: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
Section
'a WjEaci1tNarne: Enter the name of the WWTP that will receive the atew ter tlowastewater
b. WWTP Facility Permit #: Enter NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGQ: From T.P owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through.
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your Vs/WTP.
As of January 15, 2008 the POTW should have reviewed 'flow allocations made over the last two
years and reconciled. their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Senn -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through _tune 30 and July 1 through December 31.. Semi-
annual updates shall he submitted tothe appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e, WWTP facility's actual avg. flow, MGD: Previous 12 month average.
Total flow for this specific request, MGQ: Enter the requested flow volume.
g. Total actual and obligated fla 's to the facility, MGD Equals [d + e + f]
h. Percentpfpermitted flow usedL Equals [(g / c)*100]

example:
On January 15 a POW with a permitted flow of 6.0 GD, reported to the Regional 0ffice that there
is (MGD of flow that is obligated but not yet t ibutar °. The annual a era How to N is .7
MGD.
The first 1 orrai } FSL 1 f1 `ft7 submit
cw = 6.0 it
d.-0. MCI)
e. ea 2.7 MCI)
MGD
MCI)
The next VISE- W1tl7
MCI)
d;. ). 1 MGD
e. = 2.73 MGD
f = 0.102 MGD
:49 MGD
eh subsequent 1 orn
ectio
List the name, approximate pump station ti (design) capacity and approxirrtate current average flow
(previous 12 mouths) through the pump stalk -in for° each pump station that will l impacted by the
proposed sewer extension project. Include the proposd flow for this project and rth€r flows that have
been approved for the pump station hut are not, yet tributary;
d after .t
y t°
uary i
updated 1ik
may have Hua1
updated in the same manner.
ike this:
rm (design) capac..ity is the design average drily flow of the pump s
iteer or the station capacity with the largest pump out of service as p
if the, design capacity is unknown.
ectiota f
Form Frsh 1 t1J(17 rust be signed by the approp
to o
u1ated by the design
nairnunm_1 Design Cri
l A NCA02T l6i.

PROPOSED
FORCEMAIN
DOWNSTREAM SEER
TIE-IN LOCATION
(NC0020737)
CONNECTION TO FM
BY SOUTHERN POWER
SOUTHERN POW►_R F©RCEMAIN
KINGS MOUNTAIN, NC
LOCAPON MAP SCALE: NTS
PROPERTY OF
JOEL E, WOOD & ASSOCIATES

PROPOSED
FORCEMAIN
a
DOWNSTREAM SEWER
TIE-IN LOCATION
(NC0020737)
CONNECTION TO FM
BY SOUTHERN POWER
SOUTHERN POWER FORCEMAIN
KVNGS MOUNTAIN, NC
' SEWER TIE --AN MAP SCALE: NTS
PROPERTY OF
JOEL E. WOOD & ASSOCIATES

SOUTHERN POWER FORCEMAIN
KINGS MOUNTAIN, NC
AP
PROP
JOEL E. WOOD & ASSOCIATES

`
�� �� �� �_ �� �� �� y� �� "�
c-^��~^~ _�-�~ ~~^~ r `�~ .
October Z6,2O1l
Mr. Andrew Wood
Joel E.Wood &Associates
11.O.Box Z96
Clover, 5C297lO
RE: Lift Station & Forcemain for the Cleveland project
Cleveland County, North Carolina
We have completed a site examination of the referenced property in order to provide n
professional opinion, based onthe physical evidence, todetermine the extent ofany 404
wetlands and a habitat review for the feJernlly-thnexteoed, dwarf -flowered henrt|eaf
/Hexaxtylis naniflora\within the project aren. The BM8nlanCompany conducted afield review
of the project site on I0'9-12. Project limits were determined by a map provided by your
office.
Based on a review Vfaerial photography, WSS3tmpograpbic map, USDA,S[SsoU sorvuydztn,
and aIhn/ough field examination, we have determined that the project area does not contain
any water resources subject tothe Clean Water Act of 1972, Additionally, the project area was
combed for Suitable habitat for dwarf -flowered heartleaf. This endemic species is known to
occur within mine counties within North Carolina, including Cleveland County and two counties,
within South Carolina. Dwarf -flowered hearLieaf prefers rnnist, north -facing slopes and is
associated with mountain laurel A<a]mnia |atifolia\ plant communities. During the project field
review, suitable habitat for this species was not observed. A map of the projectareaa|owgvv\th
representative photos taken throughout the project area is attached.
Our findings have been developed in accordance with generally accepted standards of practice
in the Wilmington District of the United States Army Corps of Engineers. No other warranty is
expressed or irnp|ied. Please be aware that the United States Army Corps of Engineers and US
Fish & Wildlife Service are the sole authorities responsible for verifying the presence or
absence of jurisdictional wetlands and federally threatened or endangered spedes. Fmtune
changes intheir regubdmnS/guide|inn»may affect the findings represented in this letter,
As stated in the Clean Water Act of 1972, n Department of the Army permit is required for
placement of dredged or fill material in a Navigable Water of the United States, in p
feJero||9-defined freshwater wetland,i or other Waters of the United States. All federally -
listed species, defined as either threatened or endangered, are protected by law Linder tile
Endangered Species Act of297].
www. the brigma*cmnpain yzom
P.O. n"x .53z-{0nwmy. 5{ zy5?tm -(a,1J)2*u-97ma- Fax(»1J) 218'9596

beef ors;,,' A : t#al d
'�+� � . { .� by the US Arrray G P , �r�'ete
� t1.�r7c�Jra�an-�wetPanric� �t;af der*
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ntral w r
fattd wed byotter
verified r
�� � s, w�er� c�er prtetatitr of a C40btrt�tdd�tt
it,,,,,fibl:oiesetasitig information and onsite investigation.
'" 'by :land disturbing activities, :a final jurisdictional
'iron should be obtained from the LJS Army Corps of
Proposed Forcer lil
:,938" liner feet°
SCALE IN FEET
th
B
G M A N
COMPANY
Preliminary Wetland Assessement
Lift Station 8, Forcemain for the Cleveland Project
Cleveland County, North Carolina
800 Learwe Street - Ca nway, SC 2952
October 26, 2012
4 93 8 _ fax t #43l 248 9596 , www.the
omparay.com
00047-12071

View looking south at beginning of project near EDC

View looking south along proposed alignment.

View looking south at upland hardwoods found within project area

View of upland hardwoods found within project area.

View looking south at 1-85 crossing.

PROJECT DESCRIPTION
DESIGN CALCULATIONS
For
LIFT STATION IMPROVEMENTS &
FORCE MAIN
THE CLEVELAND PLANT
CLEVELAND COUNTY, NORTH CAROLINA
Prepared For
CITY OF KINGS MOUNTAIN
P.O. BOX 429
KINGS MOUNTAIN, NORTH CAROLINA 28086
October 16, 2012
JWA File No.: 120811
JOEI E. WOOD & ASSOCIATES
PLANNING • ENGINEERING • MANAGEMENT
P.O. Box 296
Clover, South Carolina 29710
2160 Filbert Highway
York, South Carolina 29745
Tel. [phone] • Fax. [phone]
EMAIL: [e-mail]

PROJECT NARRATIVE
EXISTING CONDITIONS
The Southern Power Company has constructed a facility to generate electricity utilizing four
steam generators with a maximum of six generators once the project is complete and
operational. During the start-up and testing phase any cooling water to be disposed of was
pumped and hauled off site for disposal.. The pump and haul process is not the most cost
effective and environmentally sound means of disposing of the cooling water from the
Cleveland Plant. The Southern Power Company has approached the City about treating the
cooling water from their Cleveland Plant. The City of Kings Mountain has the willingness
and capability to treat the cooling water from Southern Power Company's Cleveland Site.
The Southern Power Company will pump the wastewater to the City of Kings Mountain and
the City will accept the wastewater for treatrnent and disposal at the Pilot Creek Wastewater
Treatment Plant (WWTP). The WWTP has an NPDES Discharge Permit Number
NC0020737 and is permitted for 6. MGD. The average annual daily discharge has been 2.7
.MGD. Currently the amount being treated is 3.2 to 4.3 MGD. There is no mandatory release
volume to Pilot Creek. The WWTP is currently meeting its Discharge Requirements and the
WWTP is operating in accordance with the North Carolina. Department of Environment, and
Natural Resources NCDENR) regulations and in compliance with NPDES Discharge Permit
Number NC0020737.
PROPOSED CONDITIONS
Southern Power Company will construct a new lift station and force main (Section. Two) that.
will connect to a new force main that the City of Kings Mountain will construct (Section
One). The proposed force main from Section One will connect to an existing lift station
(Dupont Station #2) owned by the City of Kings Mountain, The City will upgrade the
existing Dupont Station #2 to accept the additional flow from the Southern Power Company
and add an emergency power generator at the existing station, The estimated additional flow
from the Southern Power Company is 187.5 GPM, This flow is being accounted for in the,
Fast -Track Application by Southern Power Company, therefore the volume of wastewater to
be allocated for on the Application by the City is zero (0). The existing lift station (Dupont
Station #2) will be ugraded to handle the current flow as well as the increase in flow from
Southern Power. Calculations for the upgrading of the existing lift station are included as part
of this submittal. The sewer lines to be allocated for by this permit for the City of Kings
Mountain consist of approximately 2,000 L.F. of 4" force main. The City of Kings Mountain
will own, operate, and maintain (Section One) of the force main from the tie point with
Southern Power Company to the existing lift station (Dupont #2). The Dupont #2 lift station
and associated outgoing force main is currently owned and operated by the City of Kings
Mountain. A Map which shows the location of the proposed project is submitted with this
application

I

ESIGN CONDITIONS FOR EXISTING DUPONT #2 LIFT
STATION
A. Current Pumping Rate 360 gaLinfirt.
B. Ctirrent Cycle Depth 3,5 ft.
Cuffent Run Time (design) 10.39 min.
D. Average Daily flow (design) 13334 gpm (192, 000 gal./day)
E, Cycles Per Hour (design) 2.13 Cycles / hr.
F. Storage Volume of wet well
at a 3.5 ft. cycle depth 2,356.2 gallons
NE DESIGN PU P RATE T C EVELAN
1 1 CT (DPR)
See design calculations for Section Two provided by Southern Power Company and
attached as part of these calculations,
DPR = Storage Volume +Avg, htflow Original Design + Inflow from Cleveland Project
Pump RtIll Time
DPR = 2,356.2 gal. + 133.34 gal. /min. + 187,5
10.39 Min.
DPR = 547.6 gal. / min (Say 550 gal. / min.)

CYCLES R HOU
CPH = 60 min./hr,
CYCL,E TIME
CYCLE TIME = Fill Time + Pump Run Time
= 2,356.2 gal,
133,34 gal/ min + 187.5 gal. / min.
7.34 Min. 4- 10,39 54iti,
17.73 Min
CPH, = 60 Min/Hr.
17.73 Min.
CPH = 3.33 Cycles/Hr.
+ 10.39 Min.
PUMP HFAP CALCULATIONS
Static Head = High Point Elevation — Bottom of Wetwell
966,0
Friction Head
6" Force Main
Flow
200 GPM
300 GPM
40 GPM
00 GPM
600 GPM
100 GPM
(EXISTING)
hf/1000Ft.
2.74 ft.
5 80 ft,
9,88 ft.
14.93 ft.
20,93 ft.
27,85 ft.
Length of F.M.
4.78
4,78
4.78
4.78
4. 78
4.'78
Friction Head.
13.10
2 7.72
47.22
71.37
100,05
133,12

Twti p Head {te Curve
Condition How Static Friction Total
500 99.5 71.37 1711.7
710 99.E 133.12
Plot System Conditions nditions 5 tses Pump p Carve
See Attached Pump Curves
13. The Cornell 4414T Pump operating at approximately 1800 RPMvi leet
the needed ed conditions. The pump shall have a capacity of 550 GPM
total head of 184 feet,

Pump ia'^a Sheet -
Coy
Name:
Date: 10i412012
Pump: Search Criteria;
Size: 4414T Flom: 550 US gpm
Type: End Solids Harting Speed 1760 rpm
Synch speed 1800 rpm Dia: 13.25 in Fluid
Curare:4414T18 Impeller:
Specific Speeds: Ns: 1310
Nss: --
Dimensions: Sucxion: 4 in
Discharge: 4 in
Pump Lbrats:
Temperature: 250 'F
Pressure: 150 psi g
Sphere size: 3 in
-- Data Point --
Flaw: 550 US gpm
Head 184 ft
Eft: 66%
Power: 38.7 hp
NPSHr: 8.32 ft
-- Design Curve
Shxrf head: 219 ft
Shutoff OP: 94.9 psi
Min flow 150 US gpm
DEP: 77% fg 1242 US gp n
NOL power"
60.8 hp Q 1303118 gpm
-a Max Curve --
Max power:
74hpa1310USgpm
Performance Evaluation:
Flow Speed
Pcavaer: --
Eye area: —
100
50
30
10
0
100
100
Head
US gpm rpm ft
660 1760 181
550 1760 184
440 1760 187
330 1760 192
220 1760 206
COR EL r
Head: 184 ft
Water Temperature: 60 •F
Density; 62,37 Mat' Vapor pressure: 0,2563 psi a
Viscosity 1,105 cP Atnn pressure- 14.7 psi a
NPSHa: ---
Motor:
Standard: NEMA Size: 75 hp
Enclosure: TEFC Speed: 1800
Frame: 365T
Sizing criteria: Max Power on Design Curve
Efficiency
96
69
66
60
54
42
30hp
25hp
20 hp
000 1100 1200 1300
700 800
US gpm
Power NPSHr
hp ft
4'3.3 9.52
38.7 8.32
34,1 7,99
29.8 8
27 8
Verss2.1

PUMP
EN
ONS
NOTES: 1 Flange connection dmenstor' cwi vary s .12 inch.
2. Do not use Of collet uctan unies6. method
VARIOUS
14.0-
ENCLOSED
1310
Suction
ell Punt
Pm©. Box 6334 x Portland, Oregon 97228-6334
Web: www.cornellpump.co n Phone [phone] Fax [phone]
va
2

E E T
CORNELL
ATI
CORNELL PUMP COMPANY
400 - 1200 GPM Model 4414T 75 - 325 Feet TDH
Discharge - 4 inch discharge
Suction - 4 inch suction
Impeller - Enclosed, threaded, 2 vane: handles X'
solids
Volute - Right and left hand tangential discarge, eight
positions (twelve positions for F18 and engine
mount pumps)
chanic.al Seal or Traditional Packing - Single
type 2 tungsten silicon mechanical seal: Cyckisear
design, Run -dry available
Materials of Construction
- Cast iron casing, cast iron impeller
- Other materials available
- Close Coupled Electric
- Cornell's Energy Efficient Design
• Frame Mount
Cornell F16
Cornell F18
Cornell F18DB
Engine Bracket
Cornell EM18 (SAE 1, 2, 3, 4)
Comelt EM18DB (SAE 1, 2, 3, 4)
▪ Oil Filled Bearing Frame
- Available
• Redi-Prime Self Priming System
- Available
• Quick Ship
- Finished Product Regularly Stocked
(48 Hours)
Preferred Pump
- Finished Cornponeras Regularly Stock:,s,
(10 business days)
- Specialty Pump
- Cornell Pump Company will design and
manufacture a variation of this pump
specifically designed for your application
Cornell's Tradition of Excellence:
Highest quality products
Experience
- Over 50 years in the centrifugal pump business
Optimum Hydraulics
- In house engineering staff and test lab facilities
Strong Local Dealer Support
- Our agricultural products are sold only through
authorized dealerships
- Dealerships provide full service to customers from
sales to replacement parts
- Dealers maintain and improve their knowledge at
educational activities like Comell's "Pump School"
Exceptional Design:
,• Efficiency
- Effectively converts energy into fluid flow and
pressure
- Long Product Life
- Thick walled castings
- Heavy duty shafts
- 20,000 hour bearings
- Replaceable wear rings and shaft sleeves

210 014400 0043
0 • ,30 ,"
Figure 1
4
Figure 2
a
040 Svc 440 4040 ,
4 T
•
400 dee KO IBM 1200 1400 IX
CAPCJT U& C•411124/3 PER IiIMURE
12 - 12,88 26.5 - 9.75 - 11 31 5 12 0.38 0.81 862
12 12 88 27,5 10.5 11 31 5,12 0,38 0.81 9 72
275 30,25 • 11,31 1119
CUBIC METERS PER HOUR
0,R8
0.88
Note:
Curves also
available in
1800 and
1200 RPM
4
Figure 3 -
FIB and Engine mount only
2,
9,2
9,2
9,2
.50 X ,25
Cornet' Pun1p Compaty
P.O, Box 6334
Portland, Oregon 97228-6334
Web: VOW comellpump,com
Phone: [phone] - Fax: [phone]
ISOM* 2090 CERTlFtEt

c T
CORNELL CORNELL PUMP COMPANY
Model 4414T-F Redi-Prime®
ECJFICTIO
Size: 4414T - 4discharge x 6"
125# cast iron flanges,
Casing: Cast Iron.
Impeller: Enclosed - 2 vane, Handles 3"
diameter solids.
Wear Rings: Replaceable. (Double wear rings
available),
Seal: ComeWs patented Cyclosear design with
Run -Dry oil lubrication system, John Crane T-2
single mechanical seal with Viten* elasbomers,
stainless steel hardware and tungsten- vs. silicon --
carbide seal faces for abrasion resstanos.
Check Valve: SwingFlex* Val-Matie.
Shaft Sleeve: Heat treated 416 stainless steel.
Bearings: Heavy duty, grease lubricated, deep
groove ball bearings, with a minimum of 50,000
hours bearing life.
Hardware: Stainless steel float linkage, A positive
seating vacuum priming valve prevents water
carry-over to the vacuum, pump or atmosphere.
• Vacuum Pump - 50 SCFM Maximum,
n
VALV

MOTES: 1_ V Dieansian Is mean useable shall.
2. Frame niesineing fuel Id* 1'c IV,
OISCH,
4414T
1288
fans
VARIOUS
A
12
12
1—
w
w
300
270
240
210
80
50
20
3_ Flaepe eeeeeeneel dieseeden can ezrya 12 .de.
4C Da sal we ter uenstruslien unless webbed_
5.12
5.12
14.Ci"
PUMP DIMa4S 0NS
CAPACITY
lido 150
0.81
'ENCLOSED
600
0
2425
2415
P
8.88
Ole
3,94
0
4F
2
25.
X
14.5
14.5
300 350
XA
4"
Y
CUBIC METERS PER HOUR
Cornell Pun p Corup 1 r
P O. Box 6334 - Portland, Oregon 228-6334
Web:. wwwcornellpump.com - Phone [phone]® Fax [phone]
ISO UO1d +0CERTIFIEE,
YA
KEYWAY

CORNELL PUMP COMPANY
Mode i 4414T-EM Redi-Prime
• Size: 4414T - 4' discharge x 6 suction with
t 25# cast iron binges.
Casing: Cast Iron.
Impeller. Enclosed 2 vane. Handles "
diameter solids,
- Wear Rings: Replaceable. (Double wear rings
available).
• Seal: Cornell's patented CyctoseaF design with
Run -Dry oil lubncation system, John Crane T-2
single mechanical seal with 'Vutore' elastomers,
stainless steel hardware and tungsten- vs_ silicon--
carlbide se& faces for abrasion resi�nce_
Check Valve: SwingFlee Vsl-Matic.
• Shaft Sleeve: Heat treated 416 stainless steel.
Bearings: Heavy duty, grease lubricated, deep
groove ball bearings, with a minimum of 50,000
hours bearing life.
• Hardware: Stainless steel float linkage. A positive
seating vacuum priming valve prevents water
carry-over to the vacuum, pump or atmosphere.
Vacuum Pump - 50 SCFM Maximum,
DISCHARGE CHECK
VAIWF
VOLUTE

Central Files_ APS SWP
11/06/12
Permit Number WQ0036227 Permit 'Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael parker
Coastal SW Rule
Permitted Flow
0
Version Permit Classification
1,00 Individual
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
The Cleveland Project ( LS Improvement Farce Minor Mooresville
Main)
Location Address County
Cleveland
Owner
Owner Name
City of Kings Mountain
Oates/Evet°tts
0rig Issue App Received Draft Initiated
11/06/12 11/02/12
Regulated Activities
Non -contact cooling water, condensate
Wastewater collection
Outfall NULL
Waterbody Name
Faci,iity Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Marilyn Sellers
P© Box 429
Kings. Mountain
Scheduled
Issuance
NC 280860429
Public Notice Issue Effective
11/06/12 11/06/12
Requested!Received Even
Additional information requested
Additional information r eceived
Strearrr Index Number
Current Class
Expiration
Subbasin

JOEL E WOOD 4 ASSOCIATES LLC
P0BOX 296
CLOVER, SC 29710
PAY
TO THE
ORDEF1 OF_
11100
LARS

Permit No. WQ0036227
November 6, 2012
Owner/WQCS
Edgar 0 Murphrey, Jr., Mayor
City of Kings Mountain
Post Office Box 429
Kings Mountain, NC 28086
PE
Joel E. Wood, P.E.
Joel E. Wood Engineering
Post Office Box 296
Clover, SC 29745
Compete 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 dearly 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,
Th's project sail not be considered conipete nor allowed to operate until this Engineer's CertificatIon and 6(1
required supporting documenta0on have been received by the Divisioft Therefore, it is highly
recommended that this certification be sent in a man 'er that provides proof of receipt by the
Division.
ENGINEERS CERTIFICATION
Eli Partial E3 Final
Joel E. Wood , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (Z periodically, El weekly, EI full time) the construction of The Cleveland Project, 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 August 1, 2000 as
applicable; and other supporting materials,
North Carolina Professional Engine '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.
4