WQ0035032_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Nature
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Mr, Rick Murphrey, Mayor
City of Kings Mountain
1425 Merrimont Ave
Kings Mountain, NC 28086
October 19, 2010
Resources
Dee Freeman
Secretary
Subject: Permit No. WQ0035032
Autumn Woods Drive Sewer Layout
Wastewater Collection System Extension
Cleveland County, North Carolina
Dear Mr. Murphrey,
In accordance with your complete application received on October 7, 2010, we are forwarding
herewith Permit No. WQ0035032 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 This permit shall be effective from the date of issuance until rescinded and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 Regional Office
Location: 610 East CenIer Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] \ Fax: [phone] Customer Service: 1-877-623-6748
Internet: www,ncwaterquality org
RarvrAc!c-1110% Post Consumer paper
.
NiIthCarotirra
„Naturally

Mr, Murphrey
Page 2
OMber 19, 2010
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 1047 linear feet of 8-inch gravity sewer and the discharge
of 5,400 gallons per day of domestic wastewater 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 Kings
Mountain WWTP (NPDES Permit No. NC0020737) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Kings Mountain. Kings Mountain must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the collection system permit WQCS00036.
The Operational Agreement between the Permittee and the Environmental Management.
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit. The operational agreement lists the Landry
Townhomes Homeowners Associated as the named party of this agreement.
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 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,
r.
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
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 voida,ble 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 here n.
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 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 (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 inspecte-d 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 le,

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,
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 record drawings shall be rnantarned on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast:Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215,6A through §143-215.6C,
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 spillsoccurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number (800) 8 03 or
(919) 33-3 0 }, Persons reporting any of the above occurrences shall file a spill repot 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, Park II of FormCS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the lgth day of October, 2010,
NORTH CAROL NA ENVIRONMENTAL MANAGE ^1ENT
OM
ISSION
for Golsen N Sullins, Director
Division of Water Quality
By Authority of the Environments
Per Nuruber NVQ0035032
nagernent Conim ssion

Permit No. WQ0035032
October 19, 2010
Own eriANQC Sii)AWIP
Rick Murph.rey, Mayor
Cityof Kings Mountain
PO Box 429
Kings, Mountain, NC 28086
PE
David Odom
Odom & Associates Engineering, Inc.
152 E. Main Street Forest City
Forest City, NC 28043
Complete and submit this form to the permit issuing regional office
th the foil wing,
• 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, re t lions 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 GERnFICATION
II] Partial 0 Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (fl periodically, E3 'weekly, 11full time) the construction of Autumn VVocds Drive Sewer
Layout, a Cleveland County project for the Permittee, hereby state that, to the best of my ablitties, due care and
diligence was used in the observation of the construction such that the construction was observed to he 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 completionof this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

LL.
z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner/Permittoe:
la City cif Kings Moutain
Fuli Legal Name (company, municipality. HOA, utility, etc.)
lb Rick Murpnrey, Mayo
Application Number =
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (h) for authorized signing officials!)
lc,. The legal entity who will own this system is:
Individual Federal 0 Municipality D State/County 0 Private Partnership El Corporation DAtttlti icifyt
DIVISION OF WATER QUALITY
ld, PC) Box 429 le Kings Mountain
Mailin
g Address City
'VI 0 7 2010
if. NC .1y. 28086
Slate Zip Code
SLAW ION
1 h, 704-734-0333 1i, 784-734-4619
Telephone iFacsimile
2. Project (Facil(ty) Information:
2a. AUTUMN WOODS DRIVE SEWER LAYOUT
Brief Project Narne (permit wilt refer to this name)
3, Contact Person:
i3a. DAVID W. ODOM, P.E.
Narne and Affiliation of Someone Who Can Answer Questions About this Application
:3b. 828-247-4495 3c. dpvidoloirt
Phone Number E-inail
1. Project is El New Eli Modification (of an existing permit) If Modification, Permit No
enetyfkrfr
E-mail
ESVILLE REGIONAL OFFICE
2b, CLEVELAND
County Where Project is Located
,cop
2. Owner is E Public (skip to Item B(3)) ID Private (go to Item 2(a))
2a. if private, applicant wiii be: 2b„ If sold, facilities owned by a (must choose one)
Ej Retaining Ownership (i„e. store churc(i, single office,etc) or
[3 Leasing units (lots, townhornes, etc,. - skip to Item B(3))
Selling units (lots, townhornes, etc, - go to item WM))
3. City of Kings_yountain
Cj Public Utility (Instruction C)
D Homeowner Assoc./Developer (Instruction D)
Owner of kAiasitewater Treatment Facility TF) Treating Wastewater From This Project
0
4a, Pilot Creek WW1F i4b„ NC0020737
Name of VVWTF WNW Permit No.
---
5a. City of Kings Mountain 5b.. 8" El Gravity. 5c,
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
6. The origin of this wastewater is (checkiall that apply):
t
7.
(E] ResidentialSubdivision
O ApartrnentsiCondorniniums
El Mobile Home Park
o
School
0 Restaurant
0 Office
Permit # of Downstream Sewer
Retail (Stores, shopping centers)
Institution
0 Hospital
El Church
E:j .Nursing Home
0 Other (specify):
Volume of wastewater to be allocated orpermitted for this particular project:
*Do not Include future flows or previously permitted allocations
8, If the permitted flow is zero, indicate why:
5,40(
nstruct
% Domestic1Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
per day
D Pump Station, Oul.fall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated n Permit No.
0 Rehabilitation or replacement of iexisting sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit, is required)
liTA12/07

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 fori
the value in [tern B(7) AND1OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Hem B(7) Values other than that in 15A NCAC 2T .0114 (b). and (c) must be supported with actual water or wastewater usef
data in accordance with 15A NCAC 2T 0114 (f).
• 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" SDR 35 PVC 1007
8" DIP CI_ 250 40
New Gravity or Additional
Force Main
GRAVITY
GRAVITY
Ca 11. Summary of Purnp Stations wi associated Force Mains to be Permitted (attach additional sheets as necessary)
M Purnp Station Location ID (self chosen - as shown on planslmap for reference)
Design Flow
Z (MGD)
0
0
z
2
0
u.,
Operational Point Power Reliability Option
GPM @TDH 1 permanent generator MATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
Pump Station Location
Design Flow
(MGD)
(self chosen -
Operational Point „
Power Reliability Option
GPM @TDH _
permanent generator MATS;
2 - portable generator wlMTS
as shown on planslmap for reference)
Force Main Size Force Main Length
ct Pump Station Location IDLU
CI. Design Flow
Operational Point. Power Reliability Option
(IVIGD) 1 - permanent generator WATS;
GPM @TDH
CO 2 - portable generator wIMTS
(self chosen - as shown on plans/map for reference
Force Main Sfze Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
[1] Yes No If Yes, permit number of 2" treatment facility
(RO — if 'yes" to (3,12 please contact the Central Office PERCS Unit)
13. Does the sewer systern 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 .(iatest version) and 15A NCAC Chapter 2T as
applicable?
Yes n 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
FAA 2107

cr)
0
4, Have the following permits/certifications been submitted for approval for the ,system Or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
15 Does this project include any high priority lines
manholes)? These lines will be cQnsdered
'Check if Yes fl and provide details
Yes El No
Yes 0 No
El Yes ID No
N/A
Ei N/A
N/A
5A NCAC 02T ,0402 (2)] involve aerial lines, siphons, or interference
and muschqed once every six months
Owner/Permittee's Certification, (Signature of Signing Official and Project Name)
1, RICK MURPHREY„ MA YOR attest that dais application for AUTUMN WOODS DRIVE SEWER LAYOUT has been
reviewed by mo and is accurate and complete to the hest of my know/edge t understand that if nil re aired pads of this
application are not completed and that it. alt required supporting documentation and attachments WC not included, this
application packago is subject to being taturnort as incomplete, Note: In accordance with North Carolina General
Statutes 143-215,6A and 143-215, 6R, any person who knowingly makes any false statement, representation,or
codification in any application shall be guilty of a Class 2 rnischameanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $ 5,00
ficial Sigriature
IENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
it,. DAVID W. ODOK PE attest that this application forAUTUMN WOODS DRIVE SEWER LAYOUT has been 03‘4016,0C1 by
me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge.. 1 further attest that to the hest of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria fcr
Gravity. Sewers. adopted February 12, 1996, end the Minimum Design Crrterta for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and file watershed classification in accoidence with DiViS1017 guiciance„
Although other professionals may have developed certain poitions of this submittal package, illGitiSiOn of these materials
under friy signature and seal signifies that I have reviewed this MEItetial and have judged it to be consistent with the
proposed design, Note: In accordance with NC General Statutes 143-215.6A and 143-215.58, any person who knowingly
makes any false statement, representation, orcertification in any application shall be: guilty of a Class 2 misdemeanor
which may 'include a Title 1-30t to exceed $10,000 as web as civil penalties up to $25,000 per violation,
2a, DAVID W, ODOM, PE
Professional Engineer Name
2b ODOM & ASSOCIATES ENGINEERING, CNC,
Engineering Firm
2c, 152 E MAIN ST
Mailing Address
I.201: FOREST CITY
City
2g 8282474495 2b, 8282474498
Telephone Facsimile
2e NC 2f 28043
State Zip
2i,davidodom@odome
orn
PE Seal, Signature a Date
EIA12/07

ph: MTh 24
Engineerin
PLI C
2804,1 lit€f"�tig1
495fd�z '"d.2P7.4t98
OVER)
ry St} ytp �i
AUTUMN WOODS
OCTOBER , 2010
QUADARANGLE
WACO 1973 SCALE: 1"=2000'

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for SewerExtension Permit Applications
(FTSE —10/07)
Project Applicant Name: CITY OF KINGS MOUNTAIN
Project Name for which flow is being requested: AUTUMN WOODS DRJVE SEWER LAY,OUT
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route ofthe proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant
a.. WWTP Facility Name: Pilot Creek Wastevvater Facility
b. WWTP Facility Permit #: NC0020737
c, WWTP facility's permitted flow
All flows are in
0,0
d. Estimated obligated flow not yet tributary to the WWTP 0.266
e. WWTP facility's actual avg. flow
f Total flow for this specific request
1.867
0.0054
g. Total actual and obligated flows to the facility 2.13.8
35.6%
h. Percent of permitted flow used
II. 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
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
111, Certification Statement:
I, Edgar Q.Murphrey, Jr. , 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 tose "te s above in Sections I and II for which I am the responsible party.
of for4hdica ep ce of this wastewater flow.
7,0;(7
la, ()
no t

le
Pe Number
Permit Tracking Sitp
10?181110
Program Category
Non -discharge
Permit Type
Gravity Sewer Exte
Extensions
Primary Reviewer
dee.browd r
Coastal SW Rule
Perm
d Flow
ion, Pu; tp Stations &PressureSewer
Status
Active
Version
11.DO
Project Type
New Project
Permit Classificati fl
Individual
Permit ContactAf illation
Facile"ty Name
Autumn Woods Drive Sewer Layout
Location Address
Owne
Owner Name
City of Dings twl auntair
v n
Major/ inor Region
Minor Mooresville
County
Cleveland
Faculty Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Marilyn Sailers
PO Box 429
Dings Mountain
in
N
0429
Scneddied
Orig Issue App Received Crafit Initiated Issuance Public Notice Issue Effective
10118110 10107110 101/8110 1i (1 +10
Re t dieted Activities
Subdivision
astewater cc liection
rbody Name
uestediRec Vents
Additional information requested
Addidranal in1orrmat€c received
Expiration
Stream index Number Current Class Subbasin

V. E. BAUMRIND
6631 BUNKER HILL CIR
CHARLOTTE NC 26210-4200
Fay
tot
Bank of America
ACH F!T osaa4),0146
1:0S30001,961: 0006250561.L501,6
1608
b6-191530 NC
6305