WQ0036235_Regional Office Historical File Pre 2018

NCDENR
North Carolina department of Environment and Natur
Beverly Eaves Perdue
Governor
Mr. Danny Carpenter
4140 Concord Pky S
Concord, NC 28026
Dear Mr. Carpenter:
Division of Water Quality
Charles W'akild, P. E.
Director
November 15, 2012
Resources
Dee Freeman
Secretary
Subject: Permit Noe WQ0036235
Danny Carpenter Building Addition
Wastewater Collection System Extension
Cabarrus County, North Carolina
ordance with your application received on November 7., 2012, we areforwarding herewith
Permi.'WQ0036235, dated November 15, 2.012 to you 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until rescinded, and shall he subject to the conditions and limitations as specified therein, This cover
letter shall be considered a part of this permit a.nd 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 Perrnittee.
Permitting of this project -does not constitute an acceptance of any part of the project that- does
not meet 1) 1.5A NC.AC 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 :lune 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 Perrnittee'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
hoard.
One
No thCarolina
Vaturally
Mooresville Regional Office €610 East Center Ave., suite 301 Mooresville, NC 28115 Phone
Intemet www.ncmwaterquality org Customer service: 1-877-623v-6748
Are Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Coosun r Paper
Fax [phone]

Mr, Carpenter
Page
In accordance with the provisions of .Article 21 of Chapter 143, General Statutes of -North
Carolina as arnended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
to you for the construction and operation of approximately 237 linear feet of 8-inch gravity sewer and
the discharge of 250 gallons per day of collected domestic wastewater into Rocky River Wastewater
Treatment sewerage system, pursuant to the application received on 'November 7, 2012, 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.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Water and Sewer Authority of Cabarrus County
(WSACC). The (WSACC) must utilize whatever tracking tools necessary for planning additions
of sewer flow in order to maintain compliance with the WWTP permitted limits and the
WQCS00009 permit requirements
The sewage and wastewater collected by this system shall be treated in Rocky River Wastewater
Treatment plant WWTP (NPDES No.NC0036269) prior to being discharged into the receiving st„ream,
lfany 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 Samar Bou-Ghazale at
[phone].
Sincerely,
for Charles Wakild, P.E.
cc: .Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT (MODIFICATION)
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
fol owing 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 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 „
365 days per year). Pumn 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 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,
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 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
facihties
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 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 [phone] 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 mast
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 15th day of November, 2012,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles Wakild, RE+, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0036.235

Fast Track Engineering Certification
Perm ` n' Wf.2i0O36?2 •
November 14, 2012 ��
OwnerIWWTP/WQCS
Danny Carpenter
4140 Concord Pky
Concord, NC 28026
Samuel LKing, Jr.,PE
King Engineering of Concord, Inc..
401 Poteat Drive
Morganton, NC 28655
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
+ Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are re uired for an than es resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shah 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 receip";': by the Division,
ENGINEER'S CERTIFICATION
Partial Li Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, weekly, 11 full time) the construction of Danny Carpenter Building Addition
a Cabarrus 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,

0
LL
Z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD'
OwnerlPermittee:
la. Danny Carenterm
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility„ etc.)
1b. DannyCarpenter
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)
authorized signing officiafsl)
lc, The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County 0 Private Partnership ❑ Corporation 0 Other (specify):
ld, 4140 Concord Pky 1e. Concord
Mailing Address
1f. North Carolina
State
lh 704-786-8139
Telephone Facsimile
2. Proiect (Facility) Information:
2a. Danny Carpenter Building Addition
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Sam King, Jr., PE — King Engine_eri
Name and Affiliation of Someone "mho Can Answer
3b. 828-403-5586
Phone Number
City
Zip Code
j, dcarpenterdr ni
E-mail
2b. Cabarrus
County Where Project is
estions About this Application
3c. [e-mail]
E-mail
an existing permit) If Modification, Permit No:
2. Owner is 0 Public (skip to !tern B(3)) Private (go
2a, If private, applicant will be.
Retaining Ownership (i.e. store, church, single officer etc.) or
0 Leasing units (lots, townhomes, etc. - skip to item B(3))
El Selling units (lots, townhornes, etc. - go to Item B(2b))
Water Sewer Authority of Cabarus County m
Owner of Wastewater Treatment Facility (WWTF) Treating Wa
ted
to Item 2(a))
2b, If sold, facilities owned by a (must choose one)
El Publiic. Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction ©)
er From This Project
4a, Rocky Rover Regional Waste Water Treatment Plant 411 NC0036269
Name of WWTF VW'VTF Permit No.
5a. City of Concord
Owner of Downstream Sewe
'54. 8" ? Gravi
Receiving Sewer Size 0 Force
6 The origin of this wastewater is (check all that apply).
❑ Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
O School
❑ Restaurant
❑ Office
0 Retail (Stores,.
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Horne
Other
(specify):
in'
Unknown
Permit # of Downstream
hopping centers)
rehouse
7. Volume of wastewater to be allocated or permitted for this particular project: 250
"Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why
titan E)
100 Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
© Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that come to this line
❑ Flow has already beenallocated in Permit No. _
DI Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
FTAI' /07

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 B(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),
25 gpd/person/shift x 10 persons/shift x 1 shift = 250 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if rieces
Size (inches)
6
Length (feet)
237
New Gravity or Additional
Force Main
Gravity
CI 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
w
M. Pump Station Location ID
z
0
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point
1 - permanent generator %WATS; Force Main Size
GPM @TDH
2 - portable generator w/MTS
z
0
17.7, Pump Station Location ID (self chosen -
4q.
2 Design Flow
(MGD)
0
LL
z
Di
0 Yes Z No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
Operational Point
GPM ti+ T D 1-4
Power Reliability Option
1 - permanent generator +MATS;
2 - portable generator w/MTS
Force Main Length
as shown on plans/map for reference
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) GPM TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
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 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
FT.A12107

!IIPIFIFIF-
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
WetlandfStream Crossings - General Permit or 401Certification? 0 Yes 1:1 No Z N/A
Sedimentation arid Erosion Control Plan? Yes 0 No 0 N/A
Stormwater?
Yes El 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
1. Owner/Perrnitlee's Certification: (Signature of Signing Official and Project Name)
1, Danny Carpenter, attest that this application for Danny Carpenter Building Addition has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if WI 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 b.e_gqiity of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to
. 0 pr violation.
Signing
icia
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
to TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
0
2. Protessional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Samuel L. King, Jr., attest that this application for Danny Carpenter Building Addition has been reviewed 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. 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. Atthough other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that/ 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. Samuel L. King, Jr,
Professional Engineer Name
2b. King Engineering of Concord, Inc.
Engineering Firm
2c. 401 Poteat Drive
Mailing Address
2d. Morganton 2e, NC 2f, 28655
City State Zip
2g. 828-403-5586 2h. 2i. [e-mail]
Telephone
Facsimile E-mail
NC PE Seal, Signature & Date
FTA12107

Danny Carpenter Building Additionrod tNarrative
The project is for the re -alignment f approximately 237 if of -inch gravity sewer
which is privately maintain to be re -rout . around a new r+ h building
addition and generategallons per day, based upon 10 employees for one
shift per day.

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
November I, '2012
W. Brian .Hiatt
City lvlanager
City of Concord
P. O. Box 308
Concord., NC 28026-0308
Subject: Flow Acceptance Request - City of Concord
Danny Carpenter Private 8-Inch Sewer Mail
Dear Mr, Hiatt:
OFficc: 23;:k Davidwn Hwy.
Concoci, F-R; 28027
tcr RO. Box 428
Concord, f,IC 2B4)21)-0428
None, 704.786,1'1:0
70,1.795.15(0
This is an approval of 'flow acceptance that was received by the Water and Sewer Authority of Cabarrus County
(WSAC() for ihe City of Concord on October 29, 20i 2, WSACC has or will have capacity at the Rocky River
Regional WastewateCfreatment Plant and appropriate sewer interceptors to transport and treat the domestic
wastewater from the proposed Danny Carpenter Private 8-1nch Sewer Main 'Relocation project located along
Highway 29 and south of the intersection with Pitts School Road. The referenced project has a projected
wastewater flow of 250 gpd.
The wastewater generated by this project will be conveyed through the City of Concord's proposed and existing
8-inch gravity system, and then enter WSACC's system at the existing 30-inch Rocky River Interceptor line
located west of the crossing with Highway 29, WSACC agrees to accept wastewater from the proposed
commercial development based on information provided by King Engineering of Concord, Inc. (Civil Frigineer
for the project) using North Carolina Department of Environment and Natural Resources (NCDENR) wastewater
flow guidelines,. The projected flow is 250 gpd, however WSAC,C expects the actual wastewater flow to more
closely approximate 200 gpd based upon Master Plan engineering data.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 —20(6 and
has funded Capital Projects entirely from Capital Reserves, and expects to continue this policy into the future,
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing
bodies, regulatory approval, and funding availability.. At this time there are no scheduled upgrades to WSACC
facilities in the .current six year CIP that are located downstream of this proposed project. It should be noted that
the list and schedule of CIP projects are 'tentative and are revised periodically to reflect changing conditions and
'needs,
tf construction of this project is not started within two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required, Please notify WSACC, in writing„ when
construction of this project is initiated,
you have any questions, please call me at [phone].
Su eerely,
/04 (,1 fd
1,1
`Thomas A.„Bach, P.L.
Utility Systems Engineer
cc Sherri Moore/Concord
Samuel King, P.EfKing Engineering of Concord, Inc,
Coleman KeeteriWSACC
Chad VonCannon, P.E„/WSACC
Mark Loinax/WSACC

\NA
State of North Carolina
Department of Environment and Natural Resources
DiVision of Water Quality
Flow TrackinglAcceptance for Sewer Extension Permit. Applications
(FTSE —10/07)
( ‘1 ON 1 \ Darmy Carpenter Private 8-1nch Sewer Main
Relocation Project
Section I. Name of wastewater treatment facility (WWII') receiving wastewater:
ki Rocky River Wastewater Treatment Facility Permit No: NC00:36269
Muddy Creek Wastewater Treatment Facility Permit No, NC0081621
WWII) facility's permitted flow, MGD
26,5,00
Estimated obi itated flow not yet tributary to the \V \VIP, M(it) 0,869
WWIP facility's actual av&dat ly flow, M(i[) 14.620 (55.17% ofpertnit)
Total flow ler this specific request. MGD 0,001
Fotal actual and obligated flows to the facility, MGD [5.490
Percent of p ninutted flow used 58,45%
Scetion . Pump stations along the route from the Jurisdiction's connection pomt to the WWTP,
(For each existing pump station to be impacted by this proposed sewer extension project, list each pump
station name, approximate pump station. firm (design) capacity and approximate. current average tlosv
(previous 12 months) for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
Lower Rocky River IPS
(erti fication Statcukiit:
Approx., Capacity, MG()
(Firm/Design)
37„000
Approx., Current Avg°
Daily Flow, MU[)
7,730
'fhotna.‘i 'flitch certify that, to the best of my knowledge, the addition of the
volume of wastewater to he permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving Wastewater treatment facility and that the flow from .this
project k not anticipated to cause any capacity related sanitary sewer overflows or overburden any
dowliArealrl pump station en route to the receiving treatment plant, This analysis has been preformed in
accordance with local established policies and procedures using the best available &I:61.'11ns certification
applies to those items listed above, in Section 1 and Section 11 for which, to the best (Amy knovviedge, will
not adversely affect the downstream sewer capacity, Signature of this Fi:irm indicates acceptance of this
eater flow,
LLLLL L
WS'ACC"s Signing Official Signainre .Date
Revisiou Date 0.2103/04

Department of Environ
State of North Carolina
.nt and Natural. Resources
:Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(PTSE —1 0/07)
St)I(iION USE ONI")
Juiisdietioi Requesting Flow Acceptance for Collection System:
City of Concord [lCity of Karmapol is EI1Town of Harrisburg Drown of Mt, Pleasant
DCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Dann + Car miter Private,8-inch Sewer.Main Relocation —Pro"ect # 2012-06,1
Description: The Dann Ai°, titer Private 8-inch Sewer Main Relocation engineering plans and specifications,.
11$__PrePared vitul sealed by_Samuel PK,,,with King ,Engineering of Concoi d. inc. for.the rivate
wastewater collection system extension consisting of approximately 237 linear feet: of 8-inch sanita_vi— sewer and
other ap . urtenances to _serve a commercial site located off of US 29 with a wastewater dischmv of 250 GPD
What is the cilia Mity of flow that will be discharged? 250 GPI)
Flow type:
r] Domestic ,, N COMM ercial Industrial
Section 1 - List the Jurisdiction's pump stations located between the project connection point and.
the WSACC Interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) For cad] pump station. Include the
proposed flow for this project and other flows that have been approved for the pit nip station but are not yet
tribu ia ry.)
Pump Station Name:
N/A
Section IL jurisdiction's Certification Statement:
Approx. Capacity,
MGD
{Firm/Design
Approx. Current Avg.
Daily Flow, MG[)
Sue Hyde,Pirector of Engineering, 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 WSACC interceptor 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
WSACC interceptor, This analysis has been preformed in accordance with local established policies and
procedures using the best available data, This certification applies to those items listed above in Section 1
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature of this 'form indicates acceptance of this wastewater flow,
k2.-7)1
Jurisdiction's Signing Oficial Signature
Revision Date: 0/93/04
Dale

A

tit Number i,! I"Q00362.35
Central Flies APS SWP
11/14/12
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pu
Extensions
Primary Reviewer
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
250
Facility
Facility Name
T ra
Status Project Type
In review New Project
Version Permit Classification
Pressure Sewer A Individual
Permit Contact Affiliation
Manor/Minor Region
Danny Carpenter Building Addition Minor Mooresville
Location Address
Own
County
Cabarrus
Facility Contact Affiliation
Owner Name
Danny
Dates/Events
Orig
u
11/15/12
Carpenter
App Received Draft Initiated
11 /07/'12
Regulated Activities
Wastewater collection
Outfall
Scheduled
Issuance
Owner Type
Individual
Owner Affiliation
Danny Carpenter
4140 Concord Pky 5
Concord NC 28026
Public Notice Issue
11/15/12
Effective Expiration
11/15/12
Re+uested)Received Events
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin

DANJEL D. CARPENTER
TAM! R. CARPENTER
12515 CLIFFHAVEN LANE
HUNTERSVILLE, NC 28078
PAY TO
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BANK OftlE; PJA.
Columbils, Ohio 43271
Reso rc nag tlie t Account*
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DOLLARS
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25-B0/440
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King Engineering of Concord, Inc.
401 Poteat Drive, Morganton, NC 28655
Phone: 828 403 - 5586
Navernber 5, 2012
Ms. Dee Browder
NCDENR Division of Water Quality
601 East Center Street
Mooresville„ North Carolina 28115
RE: Danny Carpenter Building Addition
Existing Sewer Re -alignment
Dear Ms, Browder:
Attached, please find one original and one copy of the Fast Tract sewer permit
application of the referenced project for your review and approval. The project is
for the re -alignment of approximately 237 If 8-inch privately maintained sanitary
sewer around a new warehouse building addition.
Please call me at 828-403-5586 or email at samkin fish aolwcor with any
questions or comments.
Thank you,
Sam King, Jr., PE PLS
King Engineering of Concord, Inc.

Fast Track Engineering Ce
nerrT !‘' VV00(rf57-7,
November 14, 2012
OwnerfWWTP,WQCS
Danny Carpenter
4140 Concord Pky
Concord, NC 28026
n
Samuel L King, Jr PE
King Engineering of Concord
401 Poteat Drive
Morganton, NC 28655
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
Systern extension
Supporting design calculations (selected pumps, system curve, operating point, available storage t 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 sho1d be clearly identified on the record drawings or in written summary friidri.Perm
modifications are required 'foir,antchanes resulting in non-compliance with, thipermit,regula:rolis or,
minimum desio criteria.
droietti shai; ;;;;;a: be sonsiOessi corn p et e tier plievree to operate ells Eng rtitier'S C ad:ideation a rf
o3d S U. p ibbg. ((I e ritatton rhaVe been ref.':,e!ved by the Osigit ten Therefore, it is highly reC M 111 ended
that this certification be sent in a manner that provides proof of receipt by the Di"ision„
ENGINEER'S CERTIFICATION
Hi Partial
/eVd registered Professional Engineer in the State cif No Carolirri been
authorized to observe (7sfr 1ur 11 veeky L fill' time the construction of Danny C,arpontei- thrldtion
a Cabarros County project i'or the Permittee, hareby state that, to the best of rny abties, due care and ,ialigence vvas
used in the observation oi the consdeptor such that the construction was observed to be built witnin
compliance of this permit; 15A NCAC 2T, the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1796 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 Eiigineer 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.

401 Pate
Jame r 4
anton, NC 28655
Mooresville Rei nal Office
Surface tr Protection
601 East Center Street,` Suite 301
Mooresville, North Carolina 28115
RE Permit No. WQ0036235
Danny renter Building Addition
Wastewater Collection System Extension
Cabarrus County, North Carolina
Attached, please find one copy of the fast track engineering
set of the record drawings f the referenc project for r your
Please contact our office at 828-403-5586 or email t
n questions or eats
Thank you,
Sam King, Jr., PE PL
King Engineeririgf Concord lno
certification and one
review and approval.
rr inq pmaficorn with