WQ0041173_Regional Office Historical File Pre 2018

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1.5A NCAC 02T .0300 ,FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by FAVR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. .Applicanfs iname: City of Claremon ompany, municipality, HOA, utility, etc.)
2. Applicant type: [1] individual Ei Corporation El General Partnership 1 Prvateky-Owned Public Utility
[1 Federal Ell Sue Count E Municipal El Other
3. Signature authority's name: Jason Brown per 15.A NCAC 02T ,01,06(b)
-Title: City Manager
4. Applicant's mailing address: P.O. Box 446: 3288 E. Main S • eej
City: Clarernont State: NC Zip:
5. Applicant's contact infonnatio.n:
Phone number: (828).466-7255 Email Address: ibrowtacitYofclaremontorg
11. PROJECT INFORMATION:
1. Project name: Wastewater Treatment improvements
2. Applicatioa/Project status: El Proposed (New Permit) E Existing, Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ___
If new construction but part of a master plan, provide the existing. permit number: WQ00
3. County where project is located: Catawba
-1. Approximate Coordinates (Decimal Degrees): Latitude: 35.69597(1 Longitude: -81.121065"
5: Parcel ID (if applicable):
(or Parcel ID to closest downstream SeW er)
ELL CONSULTANT INFORMATION:
Professional Engineer: A. Slade Harvin License Number: NC 032587
Firrn: The Wooten Company
Mailing address: 1430B Old Lenoir Road NW
City: Hickory State: NC Zip: 28601.-
Phone number: [phone]
Email Address: sharvinli://!thewooten anv..com
IV. WASTEWATER TREA'IMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Catawba \\ Vv EP Permit Number: Nc002,5542
Owner Name: City of Hickory
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): Downstream (Receiving) Sewer Size: inch
System Vide Collectionstern Pertiiit Numbetts) (if applicablO: WQCS
Owner Name(s):
FORM: FTA 04- 16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility:, has a Certificate of Public Convenience and Necessitybeen attached?
El Yes ON° N/A
. tf the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
El Yes LINo N'A
3. ,lf the Applicant is a Home/Prplertv Owners' Association_ has art Operational .Agreement (FORM: 130 been ath • led?
El Yes ElNo
4
Origin of Wastewater: (check all that apply):
R.esiden.tial Owned E Retail (stores, centers, malls)
Residential I...eased E Retail with food preparation/service
J Medical / dental veterinary facilities
E Church
Nursing Home
0 School / preschool day care
E Food and drink facilities
El Businesses / offices factories
5. Nature of wastewater
E Car Wash
, Hotel and/or Motels
El Swimming Pool /Clubhouse
ID Swimming Pool Filter Backwash
El Other (Explain in Attachment)
% Domestic/Commercial Commercial
IndustriaI („iee 15.A NCAC 021f ,0 Q3(20))
)1s there a Pretreatment Program in effect?
6, Has a flow reduction 'beenapproved under l5A NC.AC, 02T .01 14(1)? Li Yes
If yes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
No
Establishment Type (see 02T.0114
City ol Claremont
Daily Design Flow " No. of Unit-
Flow
275,000 gal'
gal
gal'
1
275.000 (jPI)
gal/
eal
G PD
GPD
GPD
G PD
GPI)
rota/ 275,000 GI'D
a See 15A NCAC 02T 0114LbJ. (dj Le)t Q and '0(2) for caveats to wastewater design flow rates (i.e,. minimum flow per
(iWellinv,,; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intraeoatal Waterway to he used as 'vacation rentals
as defined in G.S,42A-4).
Per ISA NCAC 02 F .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 021..011.41 shall
be determined using available flow data. water using fixtures, occupancy or operation patterns, and other measured data.
8.. Wastewater generated by project: _275.000114 to 450,000 GPI) per Interlocal A„greement) GPD (per 15A NCAC 021 ,0114)
7.- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
.Pump Station or Gravity Sewer Where flow will be permitted in subsequent permits that connect. to this line
LI Flow has. already been allocated in Permit Number:
Rehabilitation or replacement of existing sewer withno new flow expected
El Other (Explain):
FORM, ETA 04-16
Page 2 of 5

VAGRAVITY SEWER DESIGN CRITERIA (If Applicable) - 0'2T .0305 & ';ravity Sewers):
1. Summarize gravity sewer to be permitted:
SizeSi7e Onches)
ength (feet) Material
—11,000 PVC/DIP
Section 11 &. 111 of the MDC for Permitting of Gravity Sewers contains informationrelated to design. criteria
Section 111 contains information related to minimum slopes for gravity sewer(s)
ON° ersizing lines to meet minimum slope requirement is not alliptved and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .030.5 & MDC (Pumt Stations/Force Mains):
COMPLETE FOR EACH 'PUMP STATION INCLUDED IN THIS PROJECT
I. Putop station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3, Design flow of the pump station.: millions gallons per da.y (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet 'total dynamic head (TM-
5, Summarize the force .main to be pennitted (tor this Pump Station):
:Material
0. Power reliability in accordance with I 5A NCAC 02.1- ,0305(.1)j_
El Standby power source or pump with automatic activation and telemetry 15A NCAC 02T .0305(h)(1)(B):
Required for all pump stations vvith an average da„ily flow greater than or equal to 15.000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source With manual activation, quick -connection receptacle and telemetry - 15A NCAC 021-
.030.5(h)T
or
r
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02'1 ,0105( h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
It the portable power source or pump is dedicated to multiple pump stations,. an evaluation of all the pump stations"
storage capacities and the rotation schedule of the portable power source or pump, including travel timehrames, shall be
provided in the case of a multiple station power outage.
FORM: F 'A 04-16 Page 3 015

SETBACKS 4.44, SEPARATIONS — (0213 .0200 & 15A NCAC 02T .0305(0):
1, Does the project comply with all separations found iri I5A NCAC 02-1- 0305(f) & (g)
• 15A NCAC 02T,03054) contains minimum. separations that shall be provided, for sewer. systems:
E Ye' LI No
Setback Parameter* Separation Required
11 Storm seers and other utilities not listed below (vertical)
i Water mains vertical -water over sewer including in benched. trenches)
1
1 Water mains (horizontal)
Reclaimed water tines (ve•rtical - reclaimed over sewer)
• Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any w,ells, WS-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinki„nikwater
**Waters classified WS (except WS-t or WS-V), B. SA, ORW, I1QW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building tundati
Any basement
24 inch
18 inches
10 feet
18 inches
_
2 feet
100 feet
50 feet
10 feet
- teet
10 feet
_Fol., slope of embankment or cuts of 2 feet or more vertical heht
Drainage systems and interceptor drains
Any swimming pools
Final earth grade, (vertical)
10 feet
5 feet.
10 .feet
, .
.36 inches
• I5A NCAC 021.0305W contains alternatives where separations in 02-1-.0305(0 cannot be achieved.
• **Stream classifications can be identified using the Division's NC Surface Water Classifications webpiwe
• if noncompliance with 02T.0305(1) or is', see Section X of this application
Does the project comply with separation requiretnents for wetlands? (50 feet of separation) E Yes
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria, specified is utilized in design and construction
As built documents should reference the location of areas effected.
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02.B .0200?
This would include Trout Buffered Streams per 5,A NCAC
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
information can be obtained from the 401 & Buffer Permittin&Branch
El Yes
E No NA
5, Does project comply with 15A NCAC 02'1,010.5(c:)(() (additional permits/certifications)? E Yes Lil No
Per 15A NCAC 02T,0105(c)(6), directly related environmental permits or certification applications are 'being prepared, have
been applied tor, or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include. any sewer collection lines that are deemed "high -priority?"
.Per 15A NCAC 02T.0402, "high -priority sewer' .means "any aerial sewer, sewer contacting surface w.aters, siphon. or sev
positioned parallel to streambanks that is subject to erosion that undemiines or deteriorates the sewer.
[1] Yes E NoElj N/A
• If yes, include an attachment with details for each fine, including type (aerial. line, size, material, and ion).
High priority lines shall be inspected by the .permittee or its representative at least once every six -months and
inspections documented per 95A NCAC 021..0,403(05) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04- l6 Page 4 of 5

• X. CPATIRCATIONS:
I. Does the submitted system comply with 'I5A NC,AC 02T, the Minimum Desint Criteria for the Permitting of Pump Stations
and Force Mains 'latest version:1, and the Gravity Sewer Minimum Design Criteriallatest version) as applicable?
E Yes El No
If No, complete and submit the VariancAltemative Design Request application (VAD( 10-14) and supporting documents
for review. Approval of the request is required_ prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
1, /1214M I/x."1 attest that this application or
(Professional Engineer's name from. Application Item 1111 .)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting d.ocurnentation 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 Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). .Althoughother professionals may have developed certain
portions of this submittal package, inclusion ofthese materials under 'mysignature and seal signifies that 1 have reviewed this
material and have judged it to he consistent with the proposed design.
NOTE -- in accordance \Vitt' General Statutes 143-215.6A and 143-215.6.B, any person who knowingly makes any false.
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000, as \sell as civil penalties up to $25,000 per violation,
\\,
North Carolina Professional Engineer's seal, signature, and date: \\ V\ CAR 0
• " •
"SS/0
Applicant's Certifica
Pe
•.. N
•
alifill110
5A NCAC 02T .0106(b):
• wn attest that this application for
(Signature Authority's name & title from Application item 1.3.)
has been reviewed by the and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not inc:luded„ this
application package is subject to 'being returned as .incomplete. 1 understand. that any discharge of wastewater from .this non -
discharge system to surface waters or the land will. result in an immediate. enforcement action that nay include civil penalties,
injunctive relief, and or criminal prosecution. I will make no claim against the Division of Water Resources should a
conditionof this permit be violated., I also understand thatif all required pails of this application package are not completed.
and that if all required supporting information and attachments are not included, this application package \vill he returned to
me as incomplete.
NOTE —In accordance with. General Statutes 143-215,6A. and 143-215.6B. any person who knowingly makes any false
statement:, representation, or certification in any :application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed S10,000 as well as civil penalties up to $25,000 per violation,
Date:
FORM: FTA 04-16
Page 5 of 5

Project Narrative
for the
Wastewater Improvements
City of Claremont
Catawba County, North Carolina
SEPTEMBER 2019
Prepared By:
WOOTEN CON PANY

A. DESCRIPTION OF PROJECT
Location of Project
The proposed Wastewater Improvements project is located within and to the southeast of the City of
Claremont in Catawba County. The project will itrelude a'pproxima.tely 11,000 linear feet of 24-inch
gravity sewer with 5-foot diameter precast_ concrete manholes. The majority of the work will take place
within private utility easements. A vicinity map has been included, which shows the general project
location in Catawba County..
Figure 1: Vicinity Map
Nc
Carolina
POINT A
PROJECT AREA
McLIN WWTP
ETAii
Maps Courtesy t f Googie Maps and tii-ww.hestplaces.net.
Wastewater Improvements
Claremont, NC
September 2019

TYPE OF DEVELOPMENT
Collection System
The installation of the City's sanitary sewer outfall to serve the City of Claremont will install
gravity sewer and manholes froin the City's existing Main WWTP to a metering station
designated. as Point A. The following major items will be installed as part. of the scope for this
project:
▪ —10,000 LF of 8-inch gravity sewer;
• 5-Foot diameter precast concrete sewer manholes;
• 1 Metering manhole;
• 1 Connection of new 24-inch gravity sewer to an existing sewer manhole just before
WWTP;
• Associated appurtenances and site work;
improvements requiring permit approval will include the installation of the new 24-inch gravity
sewer lines to convey wastewater from the City's existing sanitary sewer collection system. The
project with only convey flow within the project area. The sewer generated will be normal
domestic waste from the City of Claremont. Calculations were performedto confirm the size of
the gravity line installed based upon standard flows derived from population projections and
current wastewater flows. The City of Claremont has an interlocal agreement with the City of
Hickory to accept and treat Claremont's wastewater initially up to 450,000 gpd and the ability to
increase capacity in increments up to a total volume of 800,000 gpd.
Treatment
Wastewater collected from the City of Claremont's sewer collection system is conveyed through
an existing gravity collection and sewer force main network to the City of Claremont's TV1cLin
WWTP. The project will then collect wastewater at the most downstream manhole just before
entering the WWTP and then convey the wastewater to Point A. At Point A, the City ofHickory
will be installing a new 24-inch gravity sewer that will continue to convey the wastewater from
the City of Claremont to the City of Hickory's Catawba WWTP, The Catawba WWTP has
sufficient capacity to accept the wastewater from the City of Claremont.
Wastewater Improvements
Claremont, NC
September 2019

Slade Harvin
From: Pohlig, Ken <[e-mail]>
Sent: Thursday, August 15, 2019 2:37 PM
To: Slade Harvin
Subject RE: [External) RE: City of Claremont, WWTP Improvements Project, Request for
Additional Information, E-SRP-W-17-0105
Slade:
have reviewed your Responses, revised Plans and documentation, and all is well.
So Yes, now would be a good time to submit the Fast -Track Permit Application.
Please send me a copy of the Fast -Track Sewer Permit once you receive it.
When do you think we will hear about the David & Floyd Set of Plans?
Ken
From: Slade Harvin <[e-mail]>
Sent: Thursday, August 15, 2019 7:34 AM
To: Pohlig, Ken <[e-mail]>
Subject: RE: [External] RE: City of Claremont, WWTP Improvements Project, Request for Additional Information, E-SRP-
W-17-0105
Ken,
I know that you are in the process of reviewing the plans,
Previously you indicated to wait on submitting the sewer permit until your review was performed.
Is the Mclin Outfall porti
now in a position to submit the sewer application to be reviewed and approved?
I don't want to jump the gun, but I would like to keep everything moving forward as quickly and efficiently as possible,
Thank you,
Slade
Slade Harvin, PE, ILEED° AP
Project Manager
The Wooten Company
1430 E Old L.enoft Road N
Hickory. North Carolina 2 8601
828.322.5533
Fax [phone]
1 .thewootenop rs � e.con

g ..S1).tirce5;
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Claremont
Project Name for which flow is being requested: McLin Gravity Sewer Outfall
More than one FTSE may be required for a single project if the owner of the WWTP is not responsibk for all pump
stations along the route of ihe proposed wastewater flow.
1.
p
s section, only if you are the owner of the wastewater treatment plant.
a, WWTP Facility Name: Catawba WWTP
b. WWTP Facility Permit #: NC0025542
c. WWTP facility's permitted flow
cl. Estimated obligated flow not yet tributary to the
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
'Wilms are in MGD
1.500
0.3041
0.1089
0.450
11. 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 o tection point and the W T;
(A) (13) (C) (D)--,(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firrn Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm i pi), Avg. Daily Daily Flow, Obligated Available
Number) No, MGD MGD Flow, MGD MGD Flow. Capacity***
* The Firm Capacity (design flow) of any pump station is defioed as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name (Sewer);
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III, Certification Statement:
I Warren Wood, City Manager certify to the best of my knowledge that 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, given the implementation of the planned improvements
identified in the planning assessment where applicable. 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 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of S tning Official
Page 2 of 6
FTSE 10-18

HE OOTENCOMPANY
CITY OF CLAREMONT
WASTEWATER
TREATMENT IMPROVEMENTS
CATAWBA COUNTY NORTH CAROLINA

THE WOO r EN COMPANY
CITY OF CLAREMONT
WASTEWATER
TREATMENT IMPROVEMENTS
CATAWBA COUNTY NORTH CAROLINA
SITE LOCATION
0
rn
8E/U/01. ;31Ya
-4

McLIN WWTP TO POINT A
A.9
CONVEY TO POINT A
—CONVEY TO CATAWBA WWTP (BY MCKORY7
HYDRO LNES
WOO[EN''°' a`
1,200 600 0
1,200
SCALE: 1" A 1,200'
2,400

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01820 County: Catawba U.S.G.S. Quad: NC- atawba
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
Telephone Number:
E-mail:
City of Claremont
Jason Brown
3288 East Main Street
Claremont, NC 28610
828-466-7255
ibrowncityofcla retn
Size (acres) <0.001
Nearest Waterway Lyle Creek
USGS HUC 03050101
Location description: T e
located in Catawba Coun
ct a
.o
, .5.04R/LivVR
4 '2 It In
WQROS
MOORESMI„ REGir)NA.i OFFICE
Nearest Town Claremont
River Basin Santee
Coordinates Latitude: 35.7003055
Longitude: 41.112222
ea i 1 ated0A66 miles Southwest oftJ inter eel on f Cludi Lane and Evenin Drive
N : 376213221657, 376217106929, 376217204907„ 376217202754.
Description of projects area and activity: This verification authorizes the temporary imQact of 118 linear feet of intermittent
stream.
Applicable Law(s): Section 404 (Clean Water Act, 33 USC 1344)
El Section l0 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 10/1/2019, and the enclosed plans IN 101,FM 101, FM 102, FM 103, FM 104, FM
105M1iLP7J1t1QLQLiiJkGI4 Ui.2 QkU3 GL 114 NS 101 PS I01. PS 102 PS 103 PS 104 & E 101
dated 9/9/2019 and C-1.03, C-1.04, & C-1.08 dated 09/27/2019. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked, If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have ,commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide pemiii, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CA
to beginning work you most contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Arrny verification does not relieve the pernittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Catherine M. Janiezak at 704-510-1438 or Catherine.M.Janiezakausace.arrnvanill.
Corps Regulatory Official:
Expiration Date of Verification:
Date: 10/Q
, prior

The 17t/iirnington. District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
tittp1/can3stnapu.usace.anriy.ntil/cntapexff?p-4
136:4:0
Copy furnished:
Agent: The Wooten Comonnv,
A, Slade Harlin
Addmss: 143013 Old Lenoir Road NW
Hickory, NC 28601
Telephone Number: 828-322-5533
E-mail: shayinAthewootencompany.eom

Action ID Number: SAW-2019-01820County: Catawba
Permittee: City of Claremont,Jason Brown
Project Name: City of Claremont Utility Line
Date Verification Issued: 10/08/2019
Project Manager: Catherine M. Janiczak
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Catherine M. Janiczak
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Date

etat r rl et I 0, 201
Mr. (riTu irr
I' , ", Divi, tiffWater
Mooresville Re onal t tt ce:
610E, `eater Avenue
Mooresville, NC 28115
RE: : all i n for t via °Sew s. Puffin l ti ns and
Wastewater Inn rcrvenaent
C°lrea rcnt, NC'
Project No.: 1 -
Mr Tuvia.
ns
On behalf rf the City of Claremont, we are send irr you the fcrllr wing doe
for your review ° and approval for the leave -referenced prc-iject.
One (1 carifinal and crate (1 copy of the FTA tl -1 r pe it manlierticrrr wv
trppendice
o A -Cover Letter
Application Fcar'rrr (FTA t
o C -- Application Fee
Project Narrative
o E - Flea Tracking/Acceptance Forn (0-1 rni)
• F - Site Map (Plan Set for Project)
I-1a
• - Existing Perrrrit - (N/A - Not Included) (Erna i6 Apprcre•raI frcrrr
1 1CIE-CwlF Review)
H - Power Reliability Plan - (N/A _ Not Included)
-® Certificate sate of Public Convenience/Necessity - (N/A Not Irreluded)
Operational Agreements (N/A - Not Included)
One'(l I check for $480.00 made payable tea i C'I E1 R;
The project is arr eaten on of the existing sanitary sewer cc l.leerier' system. The
prcrjeet will extend approximately 10,000 of -inch gravity sewer line from.. an
existing manhole just upstream of the MeLin WWTP to a paint identified as Point
A. The sewer will generated from the current users within the City: of Claremont
and the project is to only convey the wastewater through a new gravity e utfall.
The sewer permit utilizes the current agreed flow f"rom the interfacial agreement
between Claremont and Hickory for the pennitting of the prcaject.;

Substance a ur Extension
City of Claremont,
Page 2 of
T trust the abovetoi ation is sufficient foi your re however, if you hould
have any questions or require additional information, please do not hesitate to
contact u.
Best .gads
OOT N COMP
Slade Han in P.E
Enclosures : s noted abox
cc: Jason Brown, City of Cl r nor nt
TV ( File