WQ0032879_Regional Office Historical File Pre 2018

:Michael F Easlex, Governor
Iltin G. Ross Jr., Ser:rcrary
North Carolina Departrntrnt of Environment and Natural Resourc,es
Coleen FL Sullins, Director
Division of 'Water Qualrty
April 21, 2008
Mr. Brad Cornwell, Utilities Director
City of Shelby
824 West Grover Street
Shelby, NC 28150
Subject, Permit No WQ0032879
White and Sons
Wastewater Collection System
Cleveland County, North Carolina
Dear Mr. Cornwell,
In accordance with your complete application received on April 17, 2008, we are forwarding
herewith Permit Nov WQ0032879 dated April 21, 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rescinded, and shall be subject to the conditions and limitations as specified therein.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,
Moorcsviii. Regionrrl Office 610 East Center Ave , Suite 301 MootesvInC, :NC 28115
Internet 'WWW.ncmviraterqual4.org Costumes Smice: 1-877-623-6748
.„.„,
8,,Tqual Opportoity/Affirrotive Acton Employer — 50% Recrycled110% Post. Consrrmer Paper
Phone: (70,4) 663-1699 Fax. [phone]
4hCaroIrria
Aithirliffy

Mr, Cornwell
Page 2
Apr l 21, 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 93 linear feet of 8-inch gravity sewer and the discharge of
480 gallons per day of collected domestic in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable: the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Shelby's
WWTP (NPDES No. NC0024538) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of the City of Shelby. Shelby must utilize whatever tracking tools necessary for
planning additions of sewer flow in order to maintain compliance with the WVVTP permitted limits,
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 tter, please contact Dee Browder at (704)
663-1699.
Sincerely,
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
D. W. Odom, Odom, Hollifield & Assoc. 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 respe
application and other supporting data,
0
he nature and volume of wastes described in the
3, The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403, If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
0403:
a The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L ,0200 or the surface water standards in 15A NCAC 2B ,0200,
b. A map of the sewer system shall be developed and shall be actively maintained,
c. An operation and maintenance plan shall be developed and implemented,
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week,
e. High -priority sewer lines shall be 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.
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 5143-
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 purnps, 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 permisstle, 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 most
current Division approved form) can also be completed to show that the SSC) was beyond
control.
Permit issued this the 21st day of April 2008.
N013:5H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
X
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032879

Fast Track Engineering Certification
Permit No. WQ0032879
April 21, 2008
OwneriWQCSMWTP PE
Brad Cornwell, Utilities Director D VV Odom
City of Shelby Odom, Hollifield & Associates Engineering, Inc
824 W. Grover Street 152 E Main Street
Shelby, NC 28150 Forest City, NC 28043
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 required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
1 Partial Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (E periodically, Ell weekly, Ej full time) the construction of White and Son, 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.

r--
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
OwneriPermittee:
la. CITY OF SHELBY
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. BRAD CORNWELL, UTILITIES DIRECTOR
Signing Official Name and Title (Please review 15A NCAC 2T .0 06 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
0 Individual 0 Federal Z Municipality State/County 0 Private Partnership 0 Corporation 0 Other (specify):
ce
O ld. 824 W GROVER ST
Application Number:
(to be completed by DWG)
LI.. Mailing Address
• if, NC
le. SHELBY
lg
Z State
O lh, 828-247-4495 li 828-247-4498 1j.
i— Telephone Facsimile
2. Project (Facilitv) information:
2a. j_11',Ar‘i4 y-,,d
CL Brief Project Name (permit will refer to this name)
Contact Person:
3a. scorr ROACH
Name and Affiliation of Someone Who Can Answer
3b. 828-247-4495
Phone Number
rIty
Zip Code
scott(a.odo
E-mail
enqineeripq„com
_2b, CLVELAND
County Where Project is Located
uestions About this Application
3c.
E-mail
1. Project is New 0 Modification (of an existing permit)
If Modification, Permit No:
2. Owner is Z Public (skip to Item B(3))
2a. If private, applicant will be:
0 Private (go to item 2(a))
2b. If sold, facilities owned by a (must choose one
Ej Retaining Ownership (i.e. store, church, single office, etc) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
3. CITY OF SHELBY
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, CITY OF SHELBY WWTP 4b. NC
Name of VVVVTF VVWTF Permit No,
5a. CITY OF SHELBY 5b 8"
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
Z Residential Subdivision
0 Apartments/Condominiums
O Mobile Home Park
0 School
0 Restaurant
O Office
Gravity 5c.
0 Force Main
Permit # of Downstream Sewer truction E)
0 Retail (Stores, shopping centers)
0 Institution
E] Hospital
El Church
0 Nursing Home
El Other (specify);
100 % Domestic/Commercial
% industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7, Volume of wastewater to be allocated or permitted for this particular project: 480 gallons per day
*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
LI 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)
FTA12/07_v r2

z
0
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 foe
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).
Q = 4 BEDROOMS @ 120 GPD / BEDROOM = 480 GALLONS
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
93
New Gravity or Additional
Force Main
GRAVITY
1. 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
(MGD)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for referen
Operational Point Power Reliability Option
GPM TDH
permanent generator MATS;
1,
2 - portable generator w/MTS
e)
Force Main Size Force Main Len
re Pump Station Location ID
LIJ
CL Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Orational Point Power Reliability Option
pe
1 - permanent generator w/ATS; Force Main Size Force Main Length
2 GPM 4#TDH 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.
Yes El No If Yes, permit number of 2n° treatment facility
(RO — if 'yes" to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes EJNo
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
FTA12/07_ver2

r 14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? Z Yes 0 No 0 N/A
Sedimentation and Erosion Control Plan? Yes LI No 0 N/A
Stormwater? 0 Yes E1 No Z 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: LJ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
le.
I. BRAD R CORNWELL, attest that this application for DAVID WHITE & SONS 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 vj4tation.
Signing 0 icial Signature
_3
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
Cn
Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
DAVID W. ODOM, P.E., attest that this application for DAVID WHITE & SONS 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 Perrnitting 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. DAVID W. ODOM, P.E.
Professional Engineer Name
2b. ODOM & ASSOCIATES ENGINEERING, INC,
Engineering Firm
2c. 152 E MAIN ST
Mailing Address
2d. FOREST CITY
City
2e, NC 2f, 28043
State Zip
2i.
davidodom@odomengineering,
29. 8282474495 2h. 8282474498 corn
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FTA 2/07_ver2

Ferrrlit umber 0032879
Perm
Cent rai Files APStFr
04/21/08
Tracking lip
Program Category
Non -discharge
Permit Type F b_ t Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
de Browder
Permitted Flow
480
Facility
Facility Warne
White and Sons
Location Andress
Status
Active
Project Type
New Project
Version Permit Classification
1 00 Individual
Permit Contet Affiliation
Iiajorf inor
Minor
Region
Mooresville
County
Cleveland
Facility Contact filiation
Owner Name
City of Shelby
Dates/Eventt
Ong Is tr App Reed
04t21 tt 8 03128/08
Regulated Actiy
Subdivision
ewaler co
Outfall MULL
waterbody Marne
att to
Scheduled
Issuance
Owner Type
Government - Municipal
Owner Affiliation
rad Comwel
FCC Box 207
Shelby
NC
Public Notice Issue Effective
04/21 /08 04121 `08
stediReceived Events
281
Additional information requested
Additional information received
earn Index Nurrrber Current Class
04117/08
SuttbaIrt

ODOM, HOLLIFIELG & ASSOCIATES
ENGINEERING, INC.
[phone]
FAX [phone]
152 EAST MAIN STREET
FOREST CITY, NC 28043
PAYTHE NCI:7I, NR- Moorseville
ORDER OF
d Eighty nd
N(CD1` NR. Mc o1. t t'ille.
fi 10 E, eve, Suite 301
Mooresville, NC 28115
CAROLINA FIRST BANK
FOREST CITY, NC 28043
67- 191539 1427
N•0098 250 I:0 -"©2 97r:7 V306 2©0 5L, .
*480 00
T:fr
09825

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —I 0/07)
Project Applicant Narne: CITY OF SHELBY
Project Name for which flow is being requested: DAVID WHITE & SONS
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsiblefor all
pump stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: CITY OF SHELBY
b. WWTP Facility Pennit #: IJQ oceitc,g
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
o 111617
0.1)50
2.51
0.00048
2,12-
14i. VI '9
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Narne Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
ft
111. Certification Statement:
I, BRAD R. CORNWELL , 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 it ctions I aj 11 for which I arn1 e responsible party. Signature of this form indicates
acceptanc
Signing Offiia1 Sig' e Date

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
Section 1
a. WWTP Facility Name:
WWTP Faciliv Pe
wastewater flow.
Enter the name of the WWTP that will receive the wastewater flow,
4: Enter the NPDES or Non -Discharge number for the WWTP receiving the
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As ofJanuary 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 facility's actual avg. fiow. MGD: Previous 1. month average.
f.
g•
h.
Total flow for this specific request, MGD: Enter the requested flow volume.
Total actual and obligated flows to the facility, MGD Equals [d e
Percent of_perrnitted flow used: Equals [(g / c)*100]

Forexample:'
On January 15 a POTwith a permitted flow of 6,0 MGD, reported to the Regional Office that there
is 0.5 MOD of flow that is obligated hut not yet tributary, The annual average flow for 2007 is 217
MOD.
The f" st Form F`J E-1 /fl7 submitted after January 200 ay have numbers like thhis
c. = 6,0 MOD
d. = 0.5 MOD
e. 2.7 MOD
f. ,= 0,015 MOD
3.215 MOD
h.- 53.6%
The next Form FT E-l0 I17 may be updated like this:
c. -W 6.0 MOD
d. = 0.515 MOD
e - 2,73 MOD
0.102 MOD
3,349 MOD
a
Each subsequent Fo FTSE- tl 07 wwxi1l be updated in the same m ner..
Section II
List the na e, approximate pump station thin (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will he impacted by the
proposed sewer extension project. Include the proposed flow for this project and other floss 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,
Section III
Form FT aE-I0°`07 must be signed by the appropriate official as p r I A NCAC 02T .0106a

Topo e - Holbrook, USGS Waco (NC) Topo Map
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0 0.1
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Holbrook, USGS Waco (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
t:.°1=a 67
G=,- w 284
http:r. pozone.conifprint.asp?Iat=35.28558&lon=-81.49149&s=24&size=1&.u=6&Ia... 'i I/2008