WQ0033258_Regional Office Historical File Pre 2018 (3)

North Caro
CDENR
ina Department of Environment and N
Beverly Eaves Perdue
Governor
Mr, Donald, Duncan, City Manager
City of Conover
P.O. Box 549
Conover, North Carolina 28613
Dear Mr. Duncan:.
ural Resources
Division of Water Quality
Charles Wakild, F. E Dee Freeman
Director Secretary
October 25, 20'12
,Subject: Permit No. \VQ0033258 (Modification)
Bunker Hill High School Area Sewers
Wastewater Collection. System Extension.
Catawba (I'ounty, North Carolina
In accordance with your application received on October 18, 2012., we are forwarding herewith
Permit No.WQ0033258, dated October 25, 2012, to the City of Conover 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specific. therein.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
This modification replaces approximately 365 linear feet of gravity sewer line from 8- inches to
10 inches .ftom the previous permit per application received on October 18, 2012.
Please payparticular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A 'NCAC.: 21 .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 Pennittee'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 §1.43-215.6A 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. ,
NolthCarolma
iNaturally
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, Ni. 281.15 Phone: [phone] Fax (704) 6 I,. -604
Internet www,ncrnwalerquality:org Customer Service: -877-623-6748
An Equal Opportunity/Affirmative Action Employer— 505 R.ecycled110% Post Consumer Paper

Mr, Duncan
Page 2
October 25, 2012
In accordance with the provisions of Article 21 ufChapter 143, General Statutes of -North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
to Union County Public Works for the construction and operation of approximately 19,427 linear feet of
8-inch gravity sewer, and approximately 365 linear feet of 10-inch. gravity sewer line and the discharge
of 30,750 gallons per day ofcollected domestic wastewater into the City of Conover NE WWTP
existing sewerage system, pursuantto the application received on October 18, 2012.-and in conformity
with 15A NGAC 21: the Division's Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum 'Design Criteria for the Fast- Track Perrnitting ofPump
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
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Conover. The City of Conover must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the WQCS00088 permit requirements.
The sewage and wastewater collected by this system shall be treated in the 'NorthEast
Wastewater Treatment plant WWTP (NPDES No.NC0024252) prior to being discharged into the
receiving. stream.
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 ‘vritten petition, conforming to Chapter 1.50B 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 Samar Bout-Ghazale at
[phone].
cc: Mooresville Regional Office, Collection System Permit File
Surface 'Water Protection Central Files
.PERCS

MORT4 CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT (MODIFICATION)
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.

-4---Thiserrnit shall not be transferable. In the,evarit there is a riesireior the wastewatercollection
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 Genera! 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:
Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc., or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice_ mail messages or faxed information is permissible, , but shall not be considered as the
-initial verbal report,-Ovorti-ows-and spills occurring outside normal business hours may aho
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! 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 SSO was beyond
control,
Permit issued this the 251h day of October, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles Wakild, P,E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Pennit Number WQ0033258 (Modification)

Fast Track Engineering Certification
Permit No. W0(r?3,2'..,9 (l!,,P.OD!FICATION)
October 25, '212
0wn enWWTPAVQCS
City of Conover
Bunker Hill High School Area Sewers
P.O. Box 549
Conover, NC 28613
R. J. Mozeley, PE
McGill Associates, P
P.O. Box 1136
Hickory, NC 28603
Complete and submit thisform 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 Of 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-compIIarcwith 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 DM5i0r). Therefore, it is highly recommended
that thiscertification be sent in a manner that provides proof of receipt by the Division,
ENGINEER'S CERTIFICATION
LI Partial ["] Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (r] periodically, E weekly, LIi full time) the construction of Bunker Hill High School Area
Sewers, 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 Carol na 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 tor tracking ail 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 FIELApplication Number:D TO FIELD Application
be completed by DWO)
1. Owner/Permittee:
la. CyofConover
Full Legal Name (company, municipality, HOA, utility, etc)
lb. Donald Duncan,City Manager
Signing Official Name and Title (Please review 15A NCAC 21 ,0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
Individual DI Federal Municipality 0 State/County 0 Private Partnership 0 Corporation D Other
O ld:
LL
• lf,
P.O, Box 549_
Mailing Address
North Carolina
State
1h. 828-4844808 11.
Telephone Facsimile
2, Project (Facility) Information:
2a. Bunker Hill High School Area Sewers
Brief Project Name (permit will refer to this name)
3. Contact Person:
4ti 3a, R,J, Mozeley, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 828-328-2024 3c, rimozeleyanicRillerigineers corn
Phone Number E-mail
1, Project is 0 New Modification (of an existing permit) If Modification, Permit No,: W00033258
le, Conover
City
lg, 28613
Zip Code
1j. jimmy,clark@cerioVertic:
E-mail
2b Catawba County_
County Where Project is
2, Owner is El Public (skip to !tern B(3)) Ei Private (go to item 2(a))
2a, If private, applicant will be: 2b lfsold, facilities owned by a choose one)
0 Retaining Ownership (i.e, store, church, single office, etc) or 0 Public Utility (Instruction C)
Li Leasing traits (lots, townhomes, etc: - skip to Item B(3)) []Homeowner AssociDeveloper (Instruction 0)
El Selling units (lots, townhomes, etc - go to !tom B(2b))
3, City of Conover
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, NE Wastewater Treatment Plant
Name of WWTF
5a Cit of Conover 5b, 6"
Owner of Downstream Sewet-IReceiving Sewer Size
6 The origin of this wastewater is (check all that apply)*
Residential Subdivision
O Apartments/Condominiums
Mobile Home Park
School
0 Restaurant
Office
NC0024252
VVWTF Permit No.
Gravity hc, Not Know
Force Main
Per
n
O Retail (Stores, shopping centers)
11 Institution
D Hospital
o Church
D Nursing Home
0 Other (specify)
Downstream Sewer (Instruction E)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permi s line
Flow has already been allocated in Permit No, WOO° 258
0 Rehabilitation or replacement of existing sewer with no ne flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
ci‘ 6)
/147, 0 that connect to this /4-i (
1,46
FTAI2/ 7

z
0
0
z
z
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 Rem 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)
Flow permitted in accordance with contractual allocation between Catawba County and City of Hickory,
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8 Inch
8 Inch
10 Inch
10 Inch
Length (feet)
Initial Permit: 19,792
Revised Permit: 19,427
Initial Permit: Zero
Revised Permit: 365
New Gravity or Additional
Force Main
GS
GS
GS
GS
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point (MGD) GPM @TDH . permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wlMTS
Pump Station Location ID
(self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD)
GP TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w!MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) GPM TD
1 - permanent generator MATS; Force Main Size Force Main Length
te
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) -1 permanent generator MATS; Force Main Size Force Main Length
GPM @TRH 2 - portable generator w/MTS
Pump Station Location ID _ (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) permanent generator %WATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
FTA I 2/07

12, Will the wastewater flow In the proposed sewer lines or pump stations be able to be directed to another treatment facility?
D Yes No If Yes, permit number of 2nd treatment facility
(RO — if 'yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track 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 LJ 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
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? 4 Yes 0 No 0 N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Stormwater? 0 Yes 0 No N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? No
Check if Yes: 0 and provide details
1 Owner/Permittees Certification: (Signature of Signing Official and Project Name)
I, Donald 11111C011, Gity Manage attest that this application for f3unker Hill High chool Area Sewers has been reviewed
by me and is accurate and complete to the best of my knowtedge 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 /43-215 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
1a.
ate
Signing Qftta Signature
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
co CALCULATIONS ETC, REFER TO 15A NCAC 02T .0305
Z
0 2, Professional Engineer's Certification. (Signature of Design Engineer and Project Name)
r-- 1, R J. Mozelev,f-1, attest that this application for Bunker Hilt High School Area Sewers has been reviewed by me and is
accurate, complete and consistent with the infomiation in the engineering plans, calculations, and all other supporting
docurnenlation 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
F— February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
rt adopted June 1, 2000 and the watershed classification in accordance with Division guidance Although other professionals
W may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal
O sign/fines that I have reviewed (his material and have judged it to be consistent with the proposed design, Note. In
accordance with NC General Statutes 143-215.6A and 143-215,6f3 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, R.J. Mozelci, PE
Profession& Engineer Name
2b, McGill Associates, PA
Engineering Firm — *a. SEAL 7 '
—
— 037937 •
C. P.O. Box 113 -.7....- -
—• . 15--iti
Mailing Address -- *
c1/4..-
2d, Hickory_ 2e, NC 21, 28
City State
2g 828-328-2024 2h 828-328-3870 2i, _9,,moz
Telephone Facsimile E-mail
Zip
n neers,corn
NC PE Seal, Snature & Date
FIA12/07

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 Conover
Project Name for which flow is being requested: BunkerhilliOxford Schools
More than one FTSE-10/07 may be requiredfor a single project lithe owner of the WWTP is not responsihlcfor 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: NE WWTP
b. WWTP Facility Permit #: NC0024252
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
L500
0.117
0.638
I.T. Complete this section !Or each pump station you are responsible for a
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name
Rock Barn Pump Station
A.pprox. Capacity, MGD
(Firm/Design)
Firm— 0.259 MGD
Approx. Current Av
he route of this
g.
Daily Flow, MOD
.0403 MGD
III, Certification Statement:
I, _Donald Duncan, 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 It far which E am the responsible party. Signature of this form indicates acceptance of this
wastewater flow..,
„Stifling Q gnature, Date

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Name
City of Conover
ProfessionalEngineer
Douglas G. Chapman
Location
ID Name otWaterbody1
Prolect Name
Bunker Hill High School Area Sewers
Engineering Firm Name
McGill Associates, P A
Lyle Creek
ull Creek
Unnamed Tributary to Lyle
Creek
Unnamed Tributary to Lyle
County
Catawba
Catawba
Catawba
River
Basin
Catawba
Catawba
Waterbody Stream
Index No.
11-76-(3.5)
Catawba
Unnamed Tributary o Lyle
Creek_
Unnamed Tributary to Lyle
Catawba
Catawba
Catawba
Catawba
Catawba
atawba
-76-4
Waterbody
Classification
WS-Iv
WS-ly
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief,
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCA S-12/07
Page 1 of 1

C47:4

c
A S S C1 A 1 E
October 17, 2012
Mr. Rob Krebs
Regional Supervisor
Surface Water Protection Section-NCDENR
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Bunker Hill High School Area Sewer Service
East -Track Permit Modification
Catawba County, North Carolina
Dear Mr. Krebs:
Please find enclosed for your review and approval one (1) original and one (1) copy of the
Fast -Track Application for the Gravity Sewers, Pump Stations, and Force Mains for the above
referenced project. Additionally, please find enclosed a check in the amount of $480 to cover the
application fee.
Pursuant to discussions ‘vith IFS staff and DWQ-Mooresville staff this Fast -Track
Application is for modification of the previously issued collection system permit, WQ0033258. The
requested modification would replace approximately 365 LF of 8-inch diameter gravity sewers with
365 LE of 10-inch diameter gravity sewers.
If you have any questions or require additional information regarding this application, please
feel -free to contact our office at 828-328-2024.
Sincerely,
McGILL ASSOCIATES, P.A.
R.J. MOZELEY, PE
Project Engineer
Enclosures.
Cc: Mr, Seth Robertson
Ms. Dee Browder, Division of Water Quality
Mr. Samar Bou-ghazale Division of Water Quality
Mr, Jon Greer, Catawba County (1/Encl.)
Mr. Jimmy Clark, City of Conover
F:\06822 CATAWBA CO. ASST. BLTN FR LILt 1 LIS ARFA SEWER02Design PhaseiCorrespondence\rkrebs lioct12-11a
submittal.DOC
t gi n ee r in LI • Planning • inane e
11 PP 0 Ho.k: 2,'+:`6+6 1C+.11.,
2 202 v 2 28- ri

Permit Number WQ00332
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type Fes! Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
anita.reed
Coastal SW Rule
Permitted Flow
30750
Facility
Facility Name
Bunker Hill High School Area Sewer Systems
Location Address
Version
1.20
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Catawba
Facility Contact Affiliation
Donald E. Duncan Jr.
City Manager
PO Box 549
Conover
NC 28613
Owner Name
City of Conover
Dates/Even
Orig Issue
12/08/08
Owner Type
Government - Municipal
Owner Affiliation
Michael Lee Fax
PO Box 549
Conover
NC 28613
App Received
10/18/12
Regulated Activities
Wastewater collection
Scheduled
Draft Initiated issuance Public Notice Issue Effective
10/25/12 10/25/12
ReguestedlReceived Events
Additional information requested
Additional information received
Expiration

This Ch6xck Void Alter
Dave from Check Date
PO Box 389
New"tue 2058
(828) 4G5-8231,
6119401 BRANCH NANKIN
Date: I0/ 1.2/2012
This Dish' re ruont hie been approved
as teem, by the L,ca1 Government
Hudget and seal Cartrcl Act.
Pay **'**FOUR HUNDRED EIGHTY AND XX / 1OO DOLLAR***'
*To The NC DEPT OF ENVIRONMENT & NAT RESOURCES
S
Order-Ot" Division of Water Quality
1617 Mail Service Cuter
Raleigh, NC 27699-1617
6;1 SECURITY FEATURES INCLUDED. DETAILS ON BACK. ?1
CO? It'AN r Ll eck. No.
509539
Pay Amount: $480.00***