WQ0033240_Regional Office Historical File Pre 2018

tvlu;hael F. Easley, Governor
G Ross „0.„ Sccrcanry
North Carolina Department of` Envtronmen t and Na wal Resources
(oleen It Sul hns, Director
Thviston lA Water Quatrty
July 22, 2008
Town of Mount Pleasant
Mr, Adrian Cox, Town Administrator
P 0, Box 787
Mount Pleasant, NC 28124
Subject: Permit No, WQ0033240
Public Works Building Sewer
Wastewater Collection System
Cabarrus County, North Carolina
Dear Mr, Cox,
In accordance with your application received on July 16, 2008, we are forwarding herewith
Permit No. WQ0033240 dated July 22, 2008, 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rescinded, and shall be subject to the conditions and limitations as specified therein.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
Mailing Address
610 East Center .Avenue, Suite 301
Mooresville, NC 2K I 15
Internet: yvvos...ne
Phone [phone]
Fax [phone]
Loot trot]
01(1 East Center venue,. Suite 1,0,11
Mouresvnle, North Carolina
floj Cotomer Service 1-877-623-6748
NtavtlaC at („ntrut
,An Equal OppeAuultyl,Affirtnaltve Action Employer - 50% Recycleal10% Post ::.onsumer Paper

'Mr. 0ox
Page 2
..44 22, 2008
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Mount Pleasant for the construction and operation of approximately 1,503 linear
feet of 8-inch gravity sewer, and the discharge of 7,325 gallon per day of collected domestic
wastewater into the Water and Sewer Authority of Cabarrus County existing sewerage system pursuant
to the application received July 16, 2008, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable, the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable: and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Rocky River
Wastewater Treatment Facility VVVVTP (NPDES No.NC0036269) 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 Town of Mount Pleasant. Mount Pleasant must
utilize whatever tracking tools necessary for planning additions of sewer flow in order to
maintain compliance with the WWTP permitted limits and the WQCS00125 permit requirements.
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 Mr. Samar Bou-
Ghazale at [phone].
Sincerely,
(
or C.'oleen It Sullins, Director
cc: Mooresville Regional Office, Collection System Permit Files
Mark Lambert, Frazier Engineering
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T, the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 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 .e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership. or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
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 1,5A 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 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.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500,
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number (800) - or
(t) -, Persons reporting any of the above occurrences shall file a spill report by
completing Part l of Form T9 Q (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 22111 day dt July 2008.
NORTH OLI A ENVIRONMENTAL MANAGEMENT CO MISSION
11 Sul
Division of Water Quality
By Authority of the Environmental Management Con sion
Number WQ0033240

'Fast Track Engineering Cerl
Permit No, WQ0033240
July 22, 2008
Public Works Building Sewer
Mr Adrian Cox, Town Administrator
P 0 Box 787
Mount Pleasant, NC 28124
cation
Mr Mark Lambert, PE
Frazier Engineering
6592 Bob White Trail
Stanley, NC 28164
Complete and submit this form to the permitperrnit 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 chan es resutbnn non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Ei Partial Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (11 periodically, LI weekly, El full time) the construction of Public Works Building Sewer
Collection Sewer System, 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.

ppr
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by MO)
z
0
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0
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LL.
cd
1. Owner/Permittee:
la. Town Mount Pleasant
Full Legal Name (company, municipality, HOA, utility, etc.
lb. Adrian Cox, Town Administrator
Signing Official Name and Title (Please
A NCAC 2T .0
authorized signing o els!)
lc. The legal entity who will own this system is:
0 Individual Ej Federal Municipality 0 State/County El Private Partnership 0 Corporation El Other (specify
ld. PO Box 787
Mailing Address
if, NC
State
lh. 704-436-9803
Telephone
le. Mount Pleasant
City
lg. 28124
Zip Code
li. 704-436-2 21 1j. rripmayor@vnetnet
Facsimile
2, Project (Facility) information:
2a. PublicPublicWorks Bulding Sewer
Brief Project Name (perm t will refer
3, Contact Person:
3a, Mark Lambert, Frazier En ineerin
Name and Affiliation of Someone Wh
his name)
E-mail
2b. Cabarrus
County Where Project is Located
Can Answer Questions About this Application
3b. 704-822- 4 c. nlarnbertfrazier-enqinee
Phone NumberE-mail
1. Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to Ite
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (iots, townhornes, etc. - go to Item B(2b))
3. Water and Sewer Authority of Cabarrus County
0 Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
o Public Utility (Instruction C)
El Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Regional Wastewater Treatment Plant 4b. NC0036269
Name of WWTF WWTF Permit No,
5a. Town of Mount Pleasant 5b. 8 Gravity 5c. Unknown
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit # of Downstream Sewern u on E)
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
o Mobile Home Park
0 School
0 Restaurant
Office
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
0 Nursing Home
Other (specify): Individual Homes
7. Volume of wastewater to be allocated or permitted for this particular project: 732
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why.
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
o Flow has already been allocated in Permit No.
o Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
FrAl2/07

z
0
z
0
u.0
.
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).
1 office with 5 employees at 25 gallons per employee per day = 125 gallons per day
20 three -bedroom homes at 360 gallons per home per day = 7,200 gallons per day
Total = 7,325 gallons per day
10. Summary of Sewer Lines to be Per ed (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
1,503
New Gravity or Additional
Force Main
11 Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
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
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Orational Point Power Reliability Option
pe.
1 GPM TDH
permanent generator w/ATS; Force Main Size Force Main Length
a,
2
2 - portable generator w/MTS
re Pump Station Location ID
1.11
Ct. Design Flow
(MGD)
f chosen - as shown on plans/map for reference)
Orational Point Power Reliability Option
GPM TDH pe.
1 permanent generator MATS; Force Main Size
@
2 - portable generator w!MTS
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?
Yes
No If Yes, permit number of 2nd treatment facility
(RO - if *yes* to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Penrnitting 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
FrAl2/07

14Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes 0 No i1 N/A
Sedimentation and Erosion Control Plan? El Yes 0 No i N/A
Stormwater? 0 Yes 0 No 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.
1 a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Adrian Cox, attest that this application for Public Works Building Sewer has been reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note; In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
A41191/
Signing0
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
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Mark E. Lambert, attest that this application for Public Works Building Sewer 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. further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although 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 143-215.6B, 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. Mark E. Lambert
Professional Engineer Name
2b. Frazier Engineering
Engineering Firm
2c. 6592 Bob White Trail
Mailing Address
2d. Stanley
City
2e. NC 2f, 28164
State Zip
2i. mbefrazler-
2g. 704-822-8444 2h. 704-822-8666 enqineerinqxam
Telephone
Facsimile
E-mail
NC PE Seal, Signature & Date
FrAl2/07

Yorks Builiug
Location Map
c
Name; Cabarrus County (31S
Teleplione [phone]
ebsiteu www.cabamiscounty
Proposed Public Works Building Sewer
(Approximate Location)
Map t'i ted (hi June 25, 2008
ikci irtaer Cabarrus County shall not be held liable for any errors in the data represented on this neap. This includes errors of ornissi
eor ttaission, concerning the content of the data, and relative positional accuracy of the data. The data cannot be construed to be a ie
d°eumettt . Primary sources ti-om which this data was compiled must be consulted for verificaiion of information represented on this
document.

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(JURISDICT!ON USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
['City of Concord
OCity of Kannapolis
DTown of Harrisburg
Town of Mt. Pleasant
EICharione Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit:
Name: Public Works Buildi Se
Description: The Public Works Bui1ding Sewer engineering plans and speciticationsas prepared and sealed by
Mark E. Lambert, NCPE, with Frazier Engineering, for the wastewater collection system extension consisting of
approximately 1,503 linear feet of 8-inch sanitarysewer with 8 manholes and othjptenances to serve the
prooedJ.ublic Works Buildin and individual home located off/on of North Main h a discharge of of 7,325 GPD.
What is the quantity of flow that will be discharged? 7,325 GPD
Flow type:
Domestic 100 % 0 Commercial
% LI Industrial
Section I - 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 each pump stationinclude 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:
North Woods Pump Station
Approx. Capacity,
MGD
(Firm/Design)
0.098/0.196
Approx. Current Avg.
Daily Flow, MGD
0.004
Section IL Jurisdiction's Certification Statement:
1, Adrian Coxcertify 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 I
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.
Jurisdiction's Signing Official Signature
Revision Date: 02/03/04

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow acking/Acceptance for Sewer Extension Permit Applications
WISE —10/07)
(WSACC LJSE ONLN )Mt. Pleasant Public Works Building Sewer Ext. Project
Section I. Name of wastewater treatment facility(WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility ----- Perrnit No: NC:0036269
Mnddv Creek Wastewater Treatment Facility Permit No: NC0081621
WWII' facility's psrmitted flow, MGD
Estimated obligated flow not yet tributary to the WWTP, MGD
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
otal actual and obligated flows to the facility, WU)
Percent of pennitted flow used
24,00t
2.985
14.415 (60.1"/0 opern
0.007
I 7.407
72.5%
Section II. Pump stations along the route from the Jurisdiction's connection point 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 flow
(previous 1.2 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:
Mt, Pleasant PS No. 1
Mt. Pleasant PS No, 2
R.RRWWIP Main PS
Approx. Capacity, MGD
(Firm:I)esign)
0:792
0.828
55,440
Approx. Current Avg.
Daily Flow, MGD
0156
0.156
11,110
Section 111 WSACC Certification Statement:
1._Thomas A. Bach, P.E. , 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 from the
connection to the interceptor 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. 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 land Section Il for which, to the best of my knowledge, will
not adversely affectthe downstream sewer capacity. Signature of this form indicates acceptance of this
was later flow
14/51/1 's
Date
Revisit.) Date: 02/03/04

Per NumberW
003 240
Central Files APS
07,121 08
Permit Tracking Slip
F
Program Category
Nan -discharge
Permit Type
Gravity Sewer
Extensions
Primary Reviewer
dee, browder
Permitted Flow
7325
Fast Track
Extension. Pump Stations, Pressure Sewer
St t is Project Type
In review New Project
Version
A
Permit Classic
Individual
Permit Contact Affiliation
n
ation
Facility Name
Pudic Works Building Se
Location Address
°wile:
Owner Name
Town of Mount Pleasant
er
DafeslEveri
nor
Region
Mooresville
County
Cabarets
Feed ity Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Troy Bernhardt Mayor
PO Box 787
Mount Pleasant NC 281240787
Scheduled
Orig Issue App Received Draft Malated Issuance Public Notice Issue Expiration
07122/08 07/16/08
ululated Activi
Office
Wastewater collectpc
utfall NULL
07722/ 8 07/22/08
Additional formation requested
Additional information received
Waterbody Name
rtr Index Number
Current Class Subbasin

TOWN OF MOUNT PLEASANT
WATER AND SEWER ACCOUNT
P,0 BOX 787 8590 PARK DR.
NIT PLEASANT, NC 28124
7G3 4) =3 ; 6- 7803
66-73-531
PA1 1'f"[E N l.' 'RESOURCES $ 480.00
KINDRED EIGErTT AN ARs e
THIS DISB 1RSE-N1LNT {; BEEN ROVED �.
AS HEOUI E©BY THE LOSA G0V NM
FIFTH THIRD BANK zP C Cah 1 AND FISCAL (O v ROL ACT

'~ ..
?I
'
Past Track EnxgiMeering Certification
PennitNo.VVO0O33240
July 22.2OO8
Public Works Building Sewer
Mr, Adrian Cox, Town Administrator
P,[). Box 787
Mount Pleasant, NC28124
Mr. Mark LambtrtPE
Frazier Engineering
05Q2Bob White Trail
Stanley, NC28lO4
Complete and submit this form to the permit issuing regional office with the folio
�
° One copy ofthe project record drawings (plan & profile views of sewer linesttf t* wastewater collection '
system extension
• Supporting design Calculations (selected pumps, system curve, operating point, available storage if portable
genenetor(o)orstorage greater than longest past three year outage reliability option selected) for any pump
stations permitted mopart ofthis project
• Changes tothe project yhou|d be clearly identified on the record drawings orinwritten summary form, Permit
modifications are required for any changes resulting in non_comp|imncewi\h this permit, regulations or
minimum designcriteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received bythe Division, Therefore, bimhighly rwconmnnended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
111.1
Partial YFin@|
on adu|y registered Professional Engineer inthe State cfNorth Carolina, having been
authorized to observe ([9"'periodicallv, F weekly` E] full time) the construction ofPublic Works Building Sewer
Collection Sewer System, a Cabarrus County project for the Permittee, hereby state Mat, to the best of my abilities,
due care and diligence was used in the observation of the construction such that the construction was observed hzbe
built within substantial compliance of this permit-, 15A NCAC 2l[ the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12. 19S8anapp|icable�the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Farce Mains adopted June 1, 2000 as app|icmb|e�and other
supporting materials,
North Carolina Professional Engineer's
seal, signature, and dabe�
wu'
(
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TUTHE FOLLOWING ADDRESS
K8OORESVLLEREGIONAL OFFICE
SURFACE WATER PROTECTION
81OEAST CENTER AVENUE, SUITE 3D1
K8UQRESV|LLENC28115
The Permittee is responsible for tracking all partial certifications up until a final certification isreceived. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall beconsidered aviolation ofthe permit and shall subject the Pe,nnitteetoappropriate
enforcement actions,
,11