WQ0033903_Regional Office Historical File Pre 2018

I
ArTA,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
rtu-
March 25, 2009
Mr. Mick Berry, City Manager
City of Hickory
76 N. Center Street
Hickory, NC 28601
Subject: Permit No. WQ0033903
Shrum Acres
Wastewater Collection System Extension
y, North Carolina
Lkak9 —
Dear Mr. Berry,
In accordance with your application received. on March 19, 2009, we are forwarding herewith
Permit No. WQ0033903 dated March 25, 2009, to the City of Hickory for the construction and operation
of the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] \ Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.drq
An Fnnal Clnnnrinnifv 4 Affirmafiva Anfinn Fmnlnvor — Ffl"/ RarvrIPr11100/ Pncf r:nn.aitmar nanP.r
North Carolina
daturallii

FPMr. Berry
Page 2
March 25, 2009
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 3,503 linear feet of 8-inch gravity sewer and the discharge
of 17,280 gallons per day of domestic wastewater into the City of Hickory 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 City of Hickory
WWTP (NPDES Permit No. NC0040979) 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 Hicko,ry. Hickory must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the VVWTP permitted limits and the collection system permit WQCS00020.
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,
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
R. Carroll Williams, PE
Surface Water Protection Central Files
PERCS

I
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 (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.
1

I
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 NGAG-2T—01 16-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

I
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 1 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 it 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 25th day of March, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033903
3

Vst
Track Engineering Certification
Permit No. WQ0033903
March 25, 2009
Owner/WQCSMIVVfP
Mick Berry, City Manager
Hickory, NC 28603
PO Box 398
Hickory, NC 28603
PE
R. Carroll Williams
4840 North Center Street
Hickory, NC 28601
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 cal Li1ations (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.
ENGINEERS CERTIFICATION
['Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, El full time) the construction of Shrum Acres, a Catawba 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.

VO �rnsrtf?ermittee:
la. City ©f Hickory, N.C.
Full Legal Name (company, munici,p
1b. Mick ir. Br'rCitY Mat^tBPr
Sgning Official Name and Title (Pease revew 15A NCAC 2T . 106 (b) for authorized signing otfrcias!)
The legal entity who wit l awn this system is:
0 Individual a Federal [ Municipality Q State/County 0 Private Partnership 0 Corporation 0 Other (specify):
Hick r
TO FIELCN____ Appilcation Nuys
(to be completed by DWQ)
LL
0 1d,.
LL
z
0
0
z
0
H
a . City ,r __.HJ. kory
Owner of Downstream Sewer
0
LL.
USE THE TAB KEY TO MOVE FROM FIE
State
1hw 828-323-7412 11
Telephone
2. elect t'Eeaci!
2a. Shrum Apr
Brief Project Name (
3. Contact Person:
3a, R. carr17.11 Wi 1_I i Ptn r PR. , P
Narne and. Affiliation of So
3b. B 2 697
2. t caner is 0 l ulrlic (skip to Item B(
2a. If private, applicant will be: �.....
© Retaining Ownership (Le. store, church, single office, etc.) or
D Leasing units (lots, t'ownhornes, etc. - skip to Item BP))
d Selling units (lots, townhornes, etc. - go to Item B(2b))
City
_1g. 28603
Zip Code
Can Answe
4a. t1f7 r y
Name of WWTF
ter Treatment
k
WTF
OA, unity, etc.)
Facsimile
B. The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
© School
0 Restaurant
© 0ffrce
7. Volt(
*©o not 'hiclu
lt, if the permitted flow is
E-mail
3c. r
2b.
Gravity
"© Force Main
ha
here Project is Located
e
Q Public utility (l
Cl Homeowner A
Q Retail (Stores. shopping
Institution
0 Hospital
CI Church
0 Nursing Home
a Other (specify):
Perm
is particular project:
y permittedallocations
y; N A
7
by
ction C)
Developer (Instruction CI)
S
tion E)
% Industrial (attach
descnptiori
(RO: contact your Regional Office
Pretreatment staff)
% Other O.
8C gallons per day
El 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.
® Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit Is requ
Al2/©7

z
0
ci
z
0
Q
re
0
LL
z
2
re
a
ei
0. Provide the wastewater flow calculations used in determining the permitted Clow in accordance with 15A NCAC 2T .0114 for
the value in item B(7) AND!OR the design Row 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).
20 ILots @ 3 Bdrms X 120 GPO = 7200 GPD
21 1Lats @ 4 Bdrms X 120 GPD = 10,080 GPD
17,280 GPO
10. Summary of Sewer Lines to be Permitted (attach additional sheets If necessary)
Size (inches) Length (feet)
Rn ,3503.
New Gravity or Additional
Force Main
Gravity _
11. Summary of Pump Stations wl associated Force Mains to he Permitted (attach additional sheets as necessary)
Pump Station Location ID N / A
Design Flow
(MOD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator wIMTS
•
•
•
•
Pump Station Location ID N / A (sett' chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generatorwlATS; Force Main Size Force Main Length
2 - portable generator wlMTS
Pump Station Location ID N / A (self chosen -
Design Flow Operational Point Power Reliability Option
(M EI) GPM @TDH1 - permanent generator w/ATS;
2 - portable generator w!MTS
as shown on plans/map for reference)
Force Main Size 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?
1J Yes a No If Yes, permit number of 2ni 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 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 TW0 COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

r14. Have the following permits/certifications been submitted for approval for the system or project to be served?
15 Does this project include any high priority lines, [sea 15A NCAC 02T 0402 (2)j involve aerial Imes, siphons,
Wetiand/Stream Crossings - General Permit or 401Certification? ❑ Yes 0 No
Sedimentation and Erosion Control Plan? ® Yes 0 No
❑ Yes D No
Stormwater?
® N/A
❑ N/A
® NIA
or
interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check If Yes: ❑ and provide details
2
0
Li.
U
"1. OwnerlPermittee's Certification: (Signature of Signing Official and Project Name)
!, Mick W. B ei r y attest that this application for Shrr im Arrpc Snpi tary Sower has been
reviewed by me and is accurate and complete to the best of my knowledge. l understand that if all required parts of this
application am not completed and thal 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 end 943-215 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 tine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
el
le.
Signing 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
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name[
1, P. -Carroll Williams attest that this application for Shrren Arres Sanitary cPwer has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all othersupporting documentation to the best of my knowledge. f further attest that to the best of my knowledge the
pn0posed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria:
for Gravity Sewers adopted Febnlary 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
V 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 tine not to exceed $10, 000 as well as civil penalties up to $25,000 per violation.
2a. R. Carroll Williams
Professional Engineer Name
2b. R. Carroll Wit tams, P.E.
2c.
Engineering Firm
4840 North Center St.
Mailing Address
2d. Hickory
City
29. 878-327-46972h- N/R
Telephone Facsimile
2e.N.C. 21. 28601
State Zip
2i. rr•w_pe r..harter-net
E-mail
NC PE Seal, Signature & Date
FTAI2/07

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3/4/2009 -

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)
Project Applicant Name: City of ;lick(
ory
Project Name for which flow is being requested: Shrum Acres
Afore than. one FTSE-10/07 Hiatt he required fear r single project /,I�the owner 1 `tt'T ' is not responsible Jot
pump stations along the route° of the proposed rbfr t ai r If oa .
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:: Henry Fork Waste Water Treatment Plant
b. WWTP Facility Permit t#: NC0040797
All flows are in MGD
c. WWTP facility's permitted flow 9 MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.3404 MGD
e. WWTP facility's actual avg. flow 2.48 MGD
f. Total flow for this specific request 0,01728 MGD
g. Total actual and obligated .flows to the .facility 3.78404 MGD
h. Percent of permitted flow used. 42.64 %
II.. Complete this section flr 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 WWII)
Pump Station 'Name
Approx. Capacity, MGD Approx, Current Avg.
(Firm/Design) Daily l°low, MGD
ication Statement:
ick W. Berry, City Manager, certify that., to the best ()fifty knowledge, the addition of the votrrxne
'astewater'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 1 am the responsible party. Signature of this form indicates
acceptance jis 'asteF,_
Date

Von
I
WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
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. PIease 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 QtrI (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. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. TotaI actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)*100]

For
example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD 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, 2008 may have numbers like this:
c. = 6.0 MGD
d.=0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g.=3.215MGD
h.=53.6%
The next Form FTSE-10/07 may be updated like this:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2,73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h.=55.8%
Each subsequent Form FTSE-10/07 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.
Section III
Form FTSE-10/07 must be signed by the appropriate official as per 15A NCAC 02T .0106.

Permit Number WQ0033903
Central Files: APS SWP_
03/25/09
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
17280
Facility
Facility Name MajorlMinor Region
Shrum Acres Minor Mooresville
Location Address
Owner
Owner Name
City of Hickory
Dates/Events
County
Catawba
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Mick Berry
PO Box 398
Hickory
NC 286010398
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
03/25/09 03/19/09 03/25/09 03/25/09
Regulated Activities
Subdivision
Wastewater collection
Re uested/Received Events
Additional information requested
Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin