WQ0034029_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr, Mick Berry, City Manager
City of Hickory
PO Box 398
Hickory, NC 28603
Division of Water Quality
Cdeen H, Suffins Dee Freeman
Director Secretary
May 27, 2009
Subject: Permit No. WQ0034029
Wallace Dairy Estates Subdivision
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr, Berry,
In accordance with your application received on May 6, 2009, we are forwarding herewith
Permit No. VVQ0034029 dated May 27, 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issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 Mooresvilie, NC 28115
Phone: [phone] Fax: [phone] \ Customer Service.: 1-877-623-6748
internet: www.ricwaterqu.ality °rig
(Inhnrif f,rrn,hyP Arlinn FrniOnv,,, pnstjmr0,1r1Hr
Onc
NOV,I1CirOlirla

Mr_ Berry
Page 2
May 27, 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 2,490 linear feet of 8-inch gravity sewer and the discharge
of 9,000 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
VVVVTP (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 Hickory. Hickory must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP 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.
Since rely,
%,/
fin- Coleen H Sullins
cc: Mooresville Regional Office, Collection System Permit Files
G. Cecil Clark, Clark & Associates, 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 shaIR 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
The wastewater collection facilities shall be properly maintained and operated at aIR 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. lf 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 impiemented„
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 shaltbe
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 §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 28 .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 (800) - or
(919) y - 3 0, Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form O a- O (or the most current Division approved form), within five days
following firstknowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Forrn - O (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Per ait issued this the 27th day of May, 2009,
NORTH A .OLIN +, ENVIRONMENTAL ivANAGEMENT COMMISSION'
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Managers en t Commission
trait Nu r beNVQ0034029

Fast Track Engineering Certification
Permit No WQ0034029
May 27, 2009
OwnerTWQCS1VNTP PE
Mick Berry, City Manager G. Cecil Clark
City of Hickory Clark & Associates, Inc
Po Box 398 PO Box 2945
Hickory, NC 28603 Hickory, NC 28603
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 f 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 shalt not be considered complete nor allowed to operate until this Engineer's Certificationand ail
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.
ENGNEER'S CERTIFICATION
El Partial Lil Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (LI periodically, [1] weekly, full time) the construction of Wallace Dairy Estates Subdivisions,
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

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by D(NQ) ,
1. Owner/Permittee:
la. City of Hicko
Full Legal Name (company, municipality, HOA, utility, etc.)
Z 1 b. Mick W. Berr,Cifyjvana e
Signing Official Name and Title (Please review 15A NCAC 2T
lc, The legal entity who will own this system is:
Li Individual Ej Federal 1 Municipality 0 State/County LI P
O ld. PO Box 398
0
Mailing Address
Z if. NC
0106 (b) for authorized signing officials!)
ivate Partnership Ej Corporation Ej Other (specify):
le. Hickory
State
O ih [phone] 1i, [phone]
Telephone Facsimile
2. Project (Facility) Information:
City
lg. 28603
Zip Code
1j. kgreer@ci,hickory.nc.us
E-mail
2a. "Wallace Dairy Estates" Subdivision 2b. Catawba
0. Brief Project Name (permit will refer to this name)
3 Contact Person:
3a. Cecil Clark, PE Engineer for the Project
County Where Project s Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone]
Phone Number
Project is El New LI Modification (of an existing permit)
2, Owner is
3c. [e-mail]
E-mail
If Modification, Permit No:
Public (skip to !tern B(3)) LI Private (go to Item 2(a))
2a. If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
Ej Leasing units (lots, townhomes, e(c, - skip to Item B(3))
EJ Selling units (lots, townhomes, etc, - go to Item B(2b))
3, City of Hickory
2b. If sold, facilities owned by a (must choose one)
LI Public Utility (Instruction C)
O Homeowner Assoc./Developer (Instruction D)
Z Owner of Wastewater Treatment Facility (ivvvrF) Treating Wastewater From This Project
O 4a. City of Hickory — Hen forkWasteWater Plant 4b. NC 0040797
Name of WVVTF VVWTF Permit No.
5a. City of Hickory 5b. 8" G5c. NC 0040797
Receving Sewer Size
Owner of Downstream Sewer , ravity
,i0 Force Main Permit # of Downstream Sewer (Instruction E)
6. The origin of this wastewater is (check all that apply):
w
CO
7
8.
Residential Subdivision
O Apartments/Condominiums
LI Mobile Home Park
El School
O Restaurant
Li Office
O Retail (Stores, shopping centers)
LJ Institution
LI Hospital
E] Church
Lil Nursing Horne
El Other (specify).
Volume of wastewater to be allocated or permitted for this particular proje
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why'
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
°/© Other (specify):
9,000 gallons per day
Lil 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 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

LU
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T ,0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
25 Lots x 360 GPD per lot = 25 x 360 = 9,000 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8"
New Gravity or Additional
Force Main
2,490 Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
' =1 Pump Station Location ID (self chosen - as shown on planslmap for reference)
Z
11-- Design Flow
Operational Point Power Reliability Option
Z (MGD)
1 ... %W
GPM f,ITDH permanent generator ATS; Force Main Size Force Main Length
0 2 - portable generator w/MTS
,
, 0
Pump Station Location ID (self chosen - as shown on planslmap for reference)
Design Flow Point Power Reliability Option
Operational
(MGD) GPMi'nTDM 1 - permanent generator w/ATS; Force Main Size
2 - portable generator wIMTS
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatmentfacility?
Lil Yes No If Yes, permit number of 21d 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 El] 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
FTA12107

Z
0
4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes LI No N/A
Sedimentation and Erosion Control Plan? Yes © No [] N/A
Stormwater? El Yes E} No ® N/A
5. 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: El and provide details: Project involves aerial lines.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, _Mick W Berry , attest that this application for 'Wallace ©airy Estates" Subdivision has been reviewed by me
and 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 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,
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, _G. Cecil Clark, PE „ attest that this application for "Wallace Dairy Estates" Subdivision 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 Criterial
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 1 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 $10,0as well as civil penalties up to $25,000 per violati©n,
2a. G. Cecil Clark, PE
Professional Engineer Name
2b. Clark & Associates. Inc.
Engineering Firm
2c, PO Box 2945
Mailing Address
Hickory
City
2g..028) 345-1577 2h. 828 0271 2i. ciarkengineering charter%ntemetcaam
2e. NC 2f. 28603
Telephone
State
Zip
E-mail NC PE Seal, Signature Date
FTA 12107

State of North Carolina
Departmentrtment 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 Hickory
Project Name for which flow is being requested: Wallace Dairy Estates
More than one FTSE-10/07 may be required/Or a single project if the owner ()_.( the kfiff77) is not responsible for all
pump stations along the route of the proposed wastewater jlovv.
I. 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 #: NC0040797
c. WWII' 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
9 MGD
1..357695 MGD
2.48 MGD
0.009 MGD
3.846695 MGD
42.74 %
II. Complete this section for each pump stationbu 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 Name
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
111. Certification Statement:
I, Mick W. Berry, City Manager, 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 .1 and II for which I am the responsible party. Signature of this form indicates
acceptance of this waste.
Signing Oficial SignatureDate.

PIPPrr
Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —I 0/07)
Section I
a. WWTP Facility 'Name: Enter the name of the WWTP that will receiveflow.
b. WWTP Facility Permit 4: Enter the NPDES or Non -Discharge number forthe 711 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 1-his 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 he 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 Qtr 1 (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jut -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. Total actual and obligated flows to the facility, MGD Equals [d e + f]
b. Percent of permitted flow used: Equals [(g / c)*1001

For exaniple:
On January 15 a l'OTW 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, fhe annual average flow for 2007 is 2.7
MGD.
lite first Form FISE-10/07 submitted after January 15., 2008 may have numbers like this:
c. = 6.0 MGD
d, = 0,5 MGD
e. 227 MCI)
f 0.015 MGD
g, --- 3.215 MGD
h. 53.6 °/(1
The next Forni FISF- 10/07 may be updated like tMs:
c. = 6.0 MGD
d. — 0.5 15 MGD
e. — 2.73 MGD
- 0.102 MCID
g — 3.340 MGD
h. = 5 5 8 °
Each subsequent Forrn ELSE-1 0/07/ will be updated in the same manner.
Section IT
List the (tattle, approximate pump station firm (design) capacity and approximate current average floss
(previous 12 months) through the pump station for each pump station that will he impacted by the
proposed Sesser 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 a‘erage 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,
Seetitm III
Form F1 SF-10;077 must be signed by the appropriate official as per 15A NCAC 021- .0106,

oac
Z u,
CIE

Permit Number' 1N iQ0034029
C ntral F si APS4°
2109
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, PuPumpStations, Pressure Seweer
Extensions
Primary Reviewer
dee.browvder
Coastal SW Rule
Pe
9000
d Plow
Facility
Facility Name
Wallace Dairy Estates Subdivision
Location Address
Owner
Status Project Type
Active New Project
Version
1.00
Permit Classification
individual
Permit Contact Affiliation
fajor/Minor Region
Minor Mooresvi
County
Catawba
Facility Contact Affiliation
Owner Name
City of Hickory
atefEvent
Ong issue Alm lest
05/27/09 05/06/0'
eit ed Acbvibes
an
er r nlie ii rr
Olaf c` l i \i l l l.:
ed
Schnee
Owner Type
Government lw}unscial
Owner Affiliation
Mick Berry
PO Box 398
Hickory NC 286010398
Public Notice Issue
05/27/09
Effective Expiration
05/27/09
ed/l calved Vverfts
recrrnation requested
Adaitiunaed
rbody Marie
x Nurnber
Current Cass Subb sin

MICHAEL' tail:
ADAIE YOUNG
4591 Old Shelby Rd
5
2023
162/531
CH 5800