WQ0036242_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natura
Beverly Eaves Perdue
Governor
Mr. David Epley, 'Town Administrator
Town of Long View
2404 1st Avenue SW
Long View, North Carolina 28602
Dear Mr. Epley:
Division of Water Quality
Charles Wakild, F. E.
Director
November 26, 2012
Resources
Dee Freeman
Secretary
Subject: Permit No. WQ0036242
19th Street SW Sewer Extension
Wastewater Collection Systeni Extension.
Catawba County, North Carolina
In accordance with your application received on November 13, 2012, we are forwarding
herewith Permit No.WQ0036242, dated November 26, 2012, to the Town of Long View 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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,
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 specificallymentioned 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 Perrnittee'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.
;hCarolina
aurally
Mooresville Regional Office 610 East Center Ave,, Suite 301 Mooresville, NC 28115
Internet www nomwaterquality,org Customer Service! 1-877-623-6748
An Equal Oppoilunity/Affirmative Action Employer — 50% RecyclecU10% Post Consumer Paper
Phone, [phone] Fax: [phone]

Mr.E0ey
Page 2
pl or' 26, 20 2
In accordancewith the provisions of Article 21 of Chapter 1.43, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
to the Town of Long View for the construction and operation of approximately 575 linear feet of 8-inch.
gravity sewer, and the discharge of 2,080 gallons per day of collected domestic wastewater into the City
of Hickory existing sewerage system, pursuant to the application received on November 13, 2012, and in
conformity with 1.5.A 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.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Hickory. The City of 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 WQCS00020 permit requirements.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Town of Long View. The Town must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the WQCS00310 permit requirements.
The sewage and wastewater collected. by this system shall be treated in the Henry Fork
Wastewater Treatment Facility WWTF (NPDES No.NC0040797) prior to being discharged into the
receiving stream.
If any parts, requiretnents, 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 fomi 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 Samar Bou-Ghazale at
(.704)663-1699.
Sincerely,
Charles Wakild, P.E.
cc: Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

i Oft IT; 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:
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:
The sewer system shall be effectively maintained and operated at all times to prevent
discharge to and 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 nbt b transterable. 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,
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,
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
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B ,0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500,
11 Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility,

Voice mail messages or faxed information is permissible,: but shall not he considered as the
initial verbal iepurt. Overflows and spills occurringetittide normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
(919) -09. 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 - (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control..
Permit issued this the 2 th day of November, 2012.
t._
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COM COMMISSION
for Charles V'aild, P.E., Director
Division of Water Quality
y Authority of the EnvironmentalManagement Corn rii lion
Pcrmrt iumher WO0036242

Fast Track Engineering Certification
Permit No WQ0036242
November 26, 2012 ieE
OwneriVVWTP/WQCS Douglas G. Chapman
Town of Long View McGill Associates, PA,
19th Street SW Sewer Extension P 0 Box 1136
2404 15' Avenue SW Hickory, NC 28603
Long View, NC 28602
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
El Partial
]l Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to obseive (E] periodically, LI weekly, El full time) the construction of 19mStreet SW Sewer Extension, 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 A 1 1 ACHMENTS 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 HELD! Application Number:
(to be completed by DWQ)
1. OwnerlPermittee:
la Town of Long View
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Mr David Epley, Town Administrator
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:
O Individual 0 Federal Municipality El State/County 0 Private Partnership 0 Corporation 0 Other (specify):
0
z
0
Telephone Facsimile
2, Project (Facility) Information:
2a 19'h Street SW Sewer Extension
Brief Project Name (permit will refer to this name)
3 Contact Person:
3a. D u as G Chapman, P E
ld 2404 15' Avenue SW
Mailing Address
if North Carolina
1 e Long View
City
lg. 28602
State Zip Code
lh 828-322-3921 li 828-322-1567 1'. david,[e-mail]_nc.us
E-mail
2b. Catawba
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-328-2024 3c, dou .ch
Phone Number E-mail
1. Project is 0 New 0 Modification (of an existing permit) If Modification, Permit No,:
anmcorlenaineers.co
2. Owner is Public (skip to Item B(3))
2a. If private, applicant will be:
O Retaining Ownership (i.e store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc. - skip to item 8(3))
O Selling units (lots, townhomes, etc, - go to item B(2b))
City of Hickory
0 Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose brie)
0 Public Utility (Instruction C)
0 Homeowner Assoc /Developer (Instruction D)
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
C) 4a. Henry_Fork Water Pollution Control Facility 4b, NC0040797
Name of VVWTF WWTF Permit No.
5a Town of Long View fib p" Gravity 5c. N/A
Owner of Downstream Sewer ;Receiving Sewer Sizel0 Force Main Permit # of Downstream Sewer (Instruction E)
0 6
The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
D School
0 Restaurant
o
Office
I I
I i
0 Retail (Stores, shopping centers) i 100 elk Domestic/Commercial
0 institution [
. % Industrial .
0 Hospital (attach
.
description.)
Church (RO: contact your Regional Office
0 Nursing Home l 0 Other (specify): Pretreatment staff)
7 Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
8 the permitted flow is zero, indicate why:
% Other (specify):
2080,gallons per day
0 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.
D Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if
permit is required)
FT.Al2/07

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 usel
data in accordance with 15A NCAC 2T ,0114 (f).
1 - Three 3 BR homes, ([120 gpd x 3 BRs1 x [3 homes]) = 1,080 gpd
2 - Church wiapprox, 200 seat capacity, assuming the church has a kitchen, (5 gal/seat x 200 seats = 1,000 gal (per day)
Total = 2,080 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
575 Gravity
11, Summary of Pump Stations w/ associated Force ains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Z
Z
0
0
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point
permanent generator w/ATS;
GPM @TDH 2 - portable generator w/MTS
Force Main Size
Force Main Length
fr Pump Station Location I
0
u.
Design Flow
(MGD)
(self chosen -
Power Reliability Option
Operational Point
1 - permanent generator w/ATS;
2 - portable generator w/MTS
GPM @TDH
as shown on plans/map for reference
Force Main Size Force Main Length
it Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w!ATS; Force Main Size Force Main Length
GPM @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?
LI Yes 4 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?
El 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
FTA 12/07

z
4, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes 0 No E N/A
Sedimentation and Erosion Control Plan? Ej Yes 0 No N/A
Stormwater? El Yes J No NIA
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 EJ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, David Epley, Town Administrator, attest that this application for 19th Street SW Sewer Extension has been reviewed by
me and is accurate and complete to the best of my knovvledge. 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.
icial Signature
/0 ( 12-
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
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, DoijgasG. ChapmanQ)wmanPE, attest that this application for le Street SW Sewer Extension 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 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 143-215.68, 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. Douglas G. Chapman, P.E.
Professional Engineer Name
2b, McGill Associates, P.A.
Engineering Firm
2c. Post Office Box 1 136
Mailing Address
2d. Hickory
City
2e NC 2f.
State
29, 828-328-2024 2h. 828-328-3870 2i. dou
1
Telephone Facsimile E-mail
NC PE Seal, SApature & Date
FIA.12/0

PROJECT LOCATION MAP
USGS Topographic Maps
Long View —1993 DMA 4755 III NW -Series V842
Hickory —1993 DMA 4755 In NW -Series V842

State of North Carolina
Department of Environment and Natural Resources
Division of kVater Quality
Flow Tracking/Acceptance for Sever Extension Permit Applications
(IrsL —10/07)
Project. Applicant Name: Town of Long View
Project Name for which flow is being requested: I9th Street SW Sewer Extension
Afore than one 1 TSE-10/07 'nay he required Pr a single prqiect tithe awner qf the WWII' L not responsible,fbr
pump stations along the route of the proposed wasiewater flow,
1. Complete this section only it you are the owner of the wastca1er treatment pia
a. w wTP Facility Name: Henn Fork ‘Vater Pollution Control Facility
b. 'WWII') Facility Pertnit NC0040797
c. WWTP .facility's permitted flow
d. Estimated obligated flow not >,/et tributary to the VVWTP
e. WW1 P facility's actual avg. flow
1, 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 IVIGD
9.0,
0.00208
IL Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flowL.,ist pump stations located between the project connection point and the WWTP
.Pump Station Name
Approx. Capacity, MGD
(Firm/)esign)
Approx. Current Avg,
Daily Flow, MGD
111. Certification Statement:
I, Draughn_, certify that, to the best of any knowledge, the addition of the volume of wastewater
to be permitted in this project h.as 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 stationen route to the receiving treatment plant under
normal circumstances. This analysis has been performed in accordance with local established policies and
procedures using the hest available data.This certification applies to those items listed above in Sections I
and 111 for \\hieh ) am the rsj ittpi, Signa. re of this-fonwintlicates acceptance of this
wastewater floW,
Signing (Alicia

Department o
State of North Carolina
ironment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTS1 —10/07)
Project Applicant Name: ,Townof Long View
Project Name for which flow is being requested: 19th Street SW Sewer Extension
More than one F7SE-.10/07 may be required Pr a single project frthe owner ti the !min= Is not responsiblejar all
pump stations along the route Of the prof.Osed wastewater Al".
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWII' Facility Name: Henry Fork Water Pollution Control Facility
b. WWTP Facility Permit II; NC0040797
All flows are in MGD
c. WW1? facility's permitted flow
d. Estimated obligated flow not yet tributary to the wwTp
c, WWTP facility's actual avg. flow Z476
f, Total flow for this specific request ,Q,Q020
g. Total actual and obligated flows to the facility 3,8164
h. Percent of permitted flow used
IL 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 WWII'
Pump Station Name Appmx, Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, NIGD
III, Certification Statement
1, _Kevin B. Omer PE , 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 mute 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 i unp 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 11 for which I am the responsible Signature of this form indicates acceptance of
this wastewater flow.
itI' IL"
Ign!ng Official Signature Date

rMWSCAS-0312012
ERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Town of Long View
Professional Engineer Name
Douglas Chapman, PE
Pro'ect Name
19 Street SW Sewer Extension
A
Index No, Waterbody
cation River Waterbody Stream
I© Name of Waterbody' County Classification
Colin a
UT to HenryFork RiverCatawba Catawba 11-129-1-�12.5�
ry
If unnamed. indicate "unnamed tributary to X. where X is the named waterbody to which the unnamed tributary oins.
! certify that as a Registered Professional Engineer in the State of
North Carolina that I 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.
*** EN
PE Seal, Signature and Date
OF FORM WSCAS-0312012 ***
are -
FORM: WSCAS-O3!201

WATERSHED CLASSIFICATION - PROJECT LOCATION MAP
USGS Topographic Maps
Long View — 1993 DMA 4755 III NW -Series V842
Hickory — 1993 DMA 4755 III NW -Series V842

S (1)1 1E S
Noventber 9 2012
Mr, Rob Krebs
Surface Water Protection Supervisor
North Carolina Division of Water Quality
610 Fast Center Avenue
Mooresville. North Carolina 28115
Dear Mr. Krelis:
RE: Fast -Track Application
19'11 Street SW SrWer Extension
1-0V,11 Of Ifong View. North Carolina
Please find enclosed for your revieff- and approval two (2) copies of the Fast-ifrack
Application for the firavity Seer, Pump Stations. and Force Mains for the above referenced
project. Additionally, please find enclosed a check itt the amount of $480 to cover die application
fee.
The project includes the installation of approximately 575 lineal feet of 8-inch diameter
gravity sewer lines to serve SeN'eral residences v ithin the Town of Long View. The design of the
project has been prepared in accordance with NCDWQ's illilliM11111 design criteria for gravity SeWer
lines.
If you have any questions or require additional infornration regarding this application, please
feel tree to contact our office at 8)8-348-7024,
anp
MICHIVEL.:PAITON
Senior
Enclostires
Cc: Mr. 'fay id Epley. Town of .Long View
Mr. David Draughn. low n of Long View
Ei:).0901005 .Keplacemenf\02,:Desigty:P)yaseN.CgrresppndenO\:9ifh.S(rcct:$W\FTAtkteNi::L(PNOv12:DQ(7:
gi 1.1 1.1 g • .11:;< e

Permit Number V/Qt 036242
Central Files: APS S P
11/26/12
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type s4 t s:k
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
samar.bou-ghazaie
Coastal SW Rule
Permitted Flow
2080
Facility
Facility Name
19th Street SW Sewer Extension
Location Address
Owner
Version
1MO
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Catawba
Facility Contact Affiliation
Owner Name Owner Type
Town of Long View
Dates/Events
Government - Municipal
Owner Affiliation
David Epley
2404 First Ave S W
Hickory NC 28602
Orig Issue
11/26/12
App Received
11/13/12
Regulated Activities
Church
Subdivision
Wastewater collection
Outfall NULL
Draft Initiated
Scheduled
issuance
Public Notice Issue Effective Expiration
11/26/12 11/26/12
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Waterbody Name
Stream Index Number Current Class Subbashn

TOWN OF LONG VIEW
OPERATING ACCOUNT
2404 FIRST AVENUE S.W.
LONG VIEW, N.C.28602
COMMUNITYONE BANK
HICKORY, NC 28601
66-219/531
[phone] 1€71 / 1 2
FOUR HUNDRED EIGHTY AND NO/100 DOLLARS*******
PAY
TO THE NCDENR
ORDER
OF
12326
VOIDIP NOT PRESENTED WITHIN SS DAYS
THIS DISBURSEMENT HAS BEEN APPROVED AS REQUIRED E'Y
THE LOCAL OVERNMENT BUDGET AN FISCALAR CONTROL A
AUTHORIZED SIGNATURE
RIZ
NT