WQ0033018_Regional Office Historical File Pre 2018

Ms. Tricia Willis, Town Clerk
Town of Grover
207 Mulberry Road
Grover, NC 28073
Ni IieI F, Easley, Governor
ii in('3. Ross Jr., Secretary
North Carolina Depanment of Environment and Natural Resource5
Colelm K. Director
Division of Water Quality
June 26, 2008
Subject: Permit No, WQ0033018
SECU-140 Watterson Road
Wastewater Collection System
Cleveland County, North Carolina
Dear Ms, Willis,
In accordance with your application received on June 25, 2008, we are forwarding herewith
Permit No, W00033018 dated June 26, 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rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter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 Perrnittee,
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 R.0,gional Otfice 610 East Center Ave,, Suite 301 Mooresville, NC 28115
Internet: www.ncmwaterqugt.yr.org Customer Service, I-877-623-6748
An Equal OpportunitylAffirmative ,L,con Employer — 50% Recycled,10% Post Consumer Paper
Phone: [phone]
Fax, 17.000 663-6040
Noi-thC, -
,,A7atura

Ms. Ms
Page 2
June 26, 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 for the construction and operation of approximately 282 linear feet of 6-inch gravity sewer and
the discharge of 360 gallons per day of collected domestic wastewater into the Town of Grover existing
sewerage system in conformity with 15A NCAC 2T, the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted 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 Town of Grover
WWTP (NPDES No, NC0065242) 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 Grover. Town of Grover must utilize whatever tracking tools
necessary for planning additions of sewer flow in order to maintain compiiance with the WWTP
permitted Iimits and the WQCSD0024 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 Dee Browder at (704)
663-1699.
Sincerely,
t- /,
Coleen H, Sullins
cc: Mooresville Regional Office, Collection System Permit Files
David Odom, Odom & Associates Engineering, Inc.
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:
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 n the
application and other supporting data,
The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T ,0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L 0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained
c. An operation and maintenance plan shall be developed and implemented,
d. Pump stations that are not connected to a telemetry system shall be inspected every day (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-prionty 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 an its merits and may or may not be approved.
5 Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6, Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable
7. A copy of the construction 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
facilities,
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report, Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Fart I of Form CS-SSO (or the most current Division approved forrn), 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, PartU of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the 26th day of June, 2008,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number N% Q0033018

Fast Track Engineerin Certification
Permit No. WQ0033018
June 26, 2008
OwnerNVQCSANWTP PE
Tricia Willis, Town Clerk David Odom
Town of Grover Odom & Associates Engineering Inc
207 Mulberry Road 152 E Main Street
Grover, NC 28073 Forest City, NC 28043
Complete and submit this form to the permit issuing regional officewith 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
modification are re 'wed for any chanqes resultingin non compliance with ths pemitu a
um desi
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Lil Partial
Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (E1 periodically, weekly, E. full time) the construction of SECU-140 Watterson Road, a
Cleveland County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was.
used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit, 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received.. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! ;
0
1. Ownqr/Permittee:
la TOWN OF GROVER
°
Full Legal Name (company, municipality, HOA, utility, etc,)
Application Number:
(to be completed cy DWQ)
F-
ri b, TRICIA WIILLIS, TOWN CLERK
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
The legal enty who wit
Individual Federe
• 207 MULBERRY RD
Mailing Address
If, NC
State
n this system is:
MunicipejlitY.0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
1 e. GROVER
City
g. 28078
52 1h. 828-247-4495 IL 828-247-4498
Telephone Facsimile
• 2. Project (Fectli(ti Information:
- - -
a.
SECU-140 WATTERSON RD
Brief Project Name (permit will refer to this name)
3. Cont,a, et Person:
3a, SCOTT ROACH -PROJECT MANAGER
Name and Affiliation of Someone Who Can Answer Questions About this Application
0
uJ
Z
Zip Code
1j, scottaodorneng,IneerIna.com_
E-mail
2b. CLEVELAND
County Where Project is Located
!3b. _818-247-4495 3c,
Phone Number E-mall
1 Project is 4 New Ej Modification (of an existing permit) If Modification, Permit No.:
2, Owner is El Public (skip to Item E3(3)) 0 Private (go to Item 2(e))
2a, If private, applicant will be: 2b. If sokl, facties owned by a (must choose
Retaining Ownership (Le, store, church, single office, etc.) orl,
0 Leasing units (lots, townhomes, etc. - sklp to Item B(3))
0 Selling units (lots, townhomes, etc. go to Item B(2b))
13. TOWN OP GROVER
Owner of Wastewater Treatment Fac
4a, TOWN OF GROVER
Name of WWTF
TOWN OF GROVER
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater Is (check all that apply):
F) Treating
El Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction D)
El Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
School
D Restaurant
D Office
Nater From This Project
b. NC0065242
WWTF Permit No.
Gravity 5c: NC0065242
LI Force Main Permit # of Downstream Sewer (instruction E
O Retail (Stores, shopping centers)
Institution
0 Hospital
D Church
O Nursing Home
0 Olher (specify):
Volume of wastewater to be llocated or permitted for this particular project:
*Do not Include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
E] Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Renabilitation 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)
94 Other (specify):
gallons per day
FTA12/07_ver2

z
ATION
0
3, Provide the wastewater flow calculations used In determining the permitted Clow In accordance with 15A NCAC 2T .0114 fo
the value in Item 6(7) AND/OR the design flow for line or pump station sizing If a reduced or zero flow is being requested in
Item 6(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewa r use
data in accordance with 15A NCAC 2T 0114 (if). �
Q = 3 BEDROOMS @ 120 GPD / BEDROOM = 360 GALLONS
10. Summary of Sewer Lines to be Permitted (ttech additional sheets if necessary)
Size (inch
)
RVIC ATERAL
ummary of Pump Stations w/ associated
Pump Station Location ID
Design Flow
(MGD)
Pump Station Loc
Design Flow
(MGD)
n
Operational Point
GPM @TDH
Length (feet)
282
New traravity or Additional
,.......Force Main
GRAVITY
orce Mains to be Permitted (attach additional sheets as necessa
(self chosen - as shown on planslmap for referen
Power Reliability Option
permanent generator w/ATS,
2 - portable generator w/MTS
Operational Poin
GPM ©TDH
Force Main Siz
If chosen - as s
Force Main Length'.
on planslmap for reference)
Power Reliability Option
- permanent generator wlATS; Force Main Slze
2 - portable generator w!MTS
Force Main Length
Pump Station Location ID
Design Flow
(MGD)
Operational Poin
GPM ©TON
hosen - as shown on plans/map for ref
Power Reliability Option
- permanent generator w/ATS;
2 - portable generator w!MTS
12, Will the wastewater flow in the proposed sewer lines or pump stations be ab
0
Force Main Size
nce
Force Main Length
be directed to another treatment facility
0 Yes Z No If Yes, permit number of 2"1 treatment facility
iii(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 Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes © No if No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
l"TA 12/07 ver2

Have the following permits
n submitted for approval for the system or project to be served?
WetlandlStream Crossings - General Permit or 401 Certification? El Yes No El N/A
Sedimentation and Erosion Control Plan?
Stormwater?
©Yes ZNo ❑N/A
©Yes No NIA
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
heck if Yes: El and provide details
OwnerfPerm tt
e
Signature of Signing Official and Project Name)
1, TRICIA WILLIS, TOWN CLERK, attest that this application far SECU-14O WATTERSON RD SEWER has been
reviewed by me end is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if ail 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 es civil penalties up to $25,000 per violation,
"tip & A-
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
!APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
PTO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
(/)
Z
0
2, Professional Engineer's Cerltfication: (Signature of Design Engineer and Project Name)
1, DAVID W ODOM P E,, attest that this application for SECU-140 WATTERSON RD 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. 1 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 knowing'
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, DAVID W. ODOM, RE,
Professional Engineer Name
2b. ODOM & ASSOCIATES ENGINEERING INC
Engineering Firm
2c, 152EMAIN ST
Mailing Address
'2d. FOREST CITY
1 City
8282474495 2h, 8282474498
Telephone Facsimile
21
NC 2f, 28043
davidodom@odomenglneering?
com
E-mail
NC PE Seal, Signature & Date
PTA12/07_ver2

State of North Carolina
Department of Environment and Natural Resources
ivision of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: TOWN OF GROVER
Project Name for which flow is being requested: SE,CLI- 40 WATTERSON RD
More than one ME-10/07 may be required for e single project jf the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: TOWN OF GROVER
b. WWTP Facility Permit #: NC0065242,
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0,100
0.000
0.060
0.00036
0.06036
60%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located
Pump Station Name
WATTERSON RD
between the project connection point and the WWTP
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
JOHN EDWARDS & COMPANY / 0.048 _.020
III. Certification Statement:
I, TRICIA WILLIS TOWN CLERK, certify that, to the best of my knowledge, the addition
of the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under normal circumstances. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II for which I am the responsible party, Signature of this form
indicates acceptan e of this wastewater flow.
)
Signing Official Signature Date

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

For example:
On January 15 a POTW with a permitted flow of 6,0 MOD, reported to the Regional Office that there
is 0,5 MOD of flow that is obligated but not yet tributary, The annual average flow for 2007 is 2,7
MGD.
The first Form FTSE-10/07 submitted after January 15, 20 8 may have numbers like this:
c. 6,0 MGD
d. ---- 0.5 MGD
e. 2,7 MOD
0.015 MOD
g.= 3.215 MGD
h.= 53.6 %
The next Form F1'SE-10/07 may be updated like this:
c. = 6.0 MOD
d, ro- 0,515 MOD
e. 2,73 MOD
0,102 MOD
g. in- 3.349 MGD
h. 55,8 %
Each subsequent Form FTSE40/07 will be updated in the same manner,
Section II
List the name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary,
Firm (design) capacity is the design average daily flow of the pump station as calculated by the design
engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown,
SeQtjijLL
Form FTSE- 10/07 must be signed by the appropriate official as per I.5A NCAC 02T „0106.

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Odom
&Associates
Engineering, Inc.
152 East Main St.- Forest City, NC 28043 • 828/247-4495 • Fax It 828-247-4498s
TRANSMITTAL SHEET
To;
Attn:
Re:
We are sending copy (ies) of
Shop drawings
Letter
Date
1/ For approval
following
Prints
Plans
Date:
Change Order Pay Request
Make corrections n.ote.
For review and comment As requested
Signed
Ittt4t„.
.pecificatipns
0
NR MRO
aler Preection
Returnrrections
See remarks below

Permit Number 003 01
Central Files APS SWP
06126108
Per it Tracking Slip
Program Category
Non -discharge
Permit Type fast Track
Gravity Sewer Extension, Pump Station;
Extensions
Primary Raviewer
dee.browder
Permitted Flow
361
P
—Facility Name
*SECU-1O W�
Location Address
sr`n Road
Owner°..
Owner Name
Town of Grover
Date vents
Version
Pressure Sewer 1.00
Status Project Type
Active New Project
Permit Classification
Individual
Permit Contact Affiliation':;
Ong issue App Received Draft lnihated
06/ 6/0805107/08
situated Activities
Subiivirt01
utf ll NULL.
Scheduled
lssuane
Majorlli!ilnor Region
Elinor Mooresv le
County
Cleveland
Facility Contact Affiliation
Owner Type
Government w Municipal
Owner Affiliation
Robert Sides
PO Box 189
Grover
NC 28073
Pubbc Notice Issue Effective
06/ 6/08 06/ 6/08
Glue to /Re i ed Events.,
Additional irtrormanun requested
sciciatioriaB Intormat+nn recanted
Waterbody Name
Expiration
05/ 7/08
D6/ 5108
Index Number Current Class Subbasin

STATE EMPLOYEES' CREDIT UNION
CASHIER'S CHECK -LOAN SERVICING
P.O. BOX 25279
RALEIGH, NC 27611
1-800-861-8311
PAY TO THE NCIDENR-DWQ
ORDER OF
Fo
NCENR-DW2
MEMO PATRI
REO
STATE EMPLOYEES' CREDIT UNION
66-7704/2531 96
I'00364610' 253L770491 086045L55LLk'
3646
4/30/2008
-48©.00
AUTHORIZED SOGNATURE
DOLLARS