WQ0041173_Application_20190921

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W 'r �� f' (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Claremont (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Jason Brown per 15A NCAC 02T .0106(b)
Title: Ci1y Manager
4. Applicant's mailing address: P.O. Box 446; 3288 E. Main Street
City: Claremont State: NC Zip: 28610-
5. Applicant's contact information:
Phone number: 828) 466-7255 Email Address: jbrown e cityofclaremont.org
H. PROJECT INFORMATION:
HP 11 2019
kA]QROS
h4OORE:SV!LE_E REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Wastewater Treatment Improvements
2. Application/Project status: ® Proposed (New Permit) ❑ 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
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.695970' Longitude:-81.121065'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: A. Slade Harvin License Number: NC 032587
Firm: The Wooten Company
Mailing address: 1430B Old Lenoir Road NW
City: Hickory State: NC Zip: 28601-
Phone number: 828) 322-5533 Email Address: sharvingthewootencompany com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Catawba WWTP Permit Number: NCO025542
Owner Name: City of Hickory
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size:
System Wide Collection System Permit Number(s) if applicable): WQCS
Owner Name(s):
inch
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 Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes [—]No ®N/A
3. If the Applicant is a Home/PropeM Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ® Retail (stores, centers, malls) ® Car Wash
® Residential Leased ® Retail with food preparation/service ® Hotel and/or Motels
® School / preschool / day care ® Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
® Food and drink facilities ® Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If Yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(f1)
Daily Design Flow a,b
No. of Units
Flow
City of Claremont
275,000 gal/
1
275,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
275,000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; 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 Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 275,000 (Up to 450,000 GPD per Interlocal Agreement) GPD (per 15A NCAC 02T .0114)
➢ 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
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length =(feet) Material
24—11,000 PVC/DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily 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:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(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.
➢ If 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 timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g_) ❑ Yes [—]No
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(Q) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305( or ( see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ 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 0213.0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or [—]Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 021.0105(c)(6) (additional permits/certifications)? ® Yes ElNo
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, 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 waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, Pump Stations
Minimum Design Criteria for the Permitting of PStations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 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:
A�4yf. AAPX ✓xi.,/ attest that this application for
(Professional Engineer's name from Application Item III. I.)
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 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 (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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 fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
...................................... ...............................
North Carolina Professional Engineer's seal, signature, and date: CAR©
�O �4ESS
I
VkN"F
............. .... .....>'.r...i.i..�.�.\.\�..
........ozor 9
Applicant's Certification per 15A NCAC 02T .0106(b):
I, 7M"n R • t3mwn attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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. I 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 may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be 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 fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: 91.2 3 / I q
FORM: FTA 04-16 Page 5 of 5

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01820 County: Catawba U.S.G.S. Quad: NC -Catawba
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Claremont
Jason Brown
Address: 3288 East Main Street
Claremont, NC 28610
Telephone Number: 828-466-7255
E-mail: i brownRcityofclaremont.orQ
RECE1VF0NCDENR/DWR
OCT 0 201�
odRI=SVILLWQROs
ERE'U)NAL OFFICE
Size (acres) <0.001 Nearest Town Claremont
Nearest Waterway Lyle Creek River Basin Santee
USGS HUC 03050101 Coordinates Latitude: 35.7003055
Longitude:-81.112222
Location description: The ro'ect area is located 0.466 miles Southwest of the intersection of Cindi Lane and Evenin2 Drive
located in Catawba County. PINfsI: 376213221657, 376217106929, 376217204907, 376217202754.
Description of projects area and activity: This verification authorizes the temporary impact of 118 linear feet of intermittent
stream.
Applicable La%v(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (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 1011/2019, and the enclosed plans IN 101 FM 101 FM 102 FM 103 FM 104 FM
105. FM 106. FM 107, FM 108, GL 110, GL 111, GL 112, GL 113, GL 114, NS 101, PS 101, 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 pennit 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 constriction)
or are under contract to commence in reliance upon the nationwide pennit, 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 (CAMA.), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee 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. Janiczak at 704-510-1438 or Catherine.M.Janiezakaa,usace.army.mil.
Corps Regulatory Official: 24g� ZQ� W. �� Date: 10/08/2019
Expiration Date of Verification: 03/18/2022

The Wilmington 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
littp://corpsniapu.usace.army.mil/cm_apex/f?p=13 6*0
Copy famished:
Agent:
The Wooten Company
A. Slade Harvin
Address:
1430 B Old Lenoir Road NW
Hickory, NC 28601
Telephone Number:
828-322-5533
E-mail:
sharvin(7thewootencompany.com

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.
S' natu 7ofPermittee
�D-C?--t4
Date

September 10, 2019
Mr. Ori Tuvia
N.C. Division of Water Quality
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
IRE. CC. IVE-.[)9NCjEIVFdiDw
c6g 11 I J1y
"()C)RESV111E R1 G10NAL ()FFICE
RE: Application for Gravity Sewers, Pump Stations, and Force Mains for:
Wastewater Improvements
Claremont, NC
TWC Project No.: 2974-R
Mr. Tuvia:
On behalf of the City of Claremont, we are sending you the following documents
for your review and approval for the above -referenced project:
• One (1) original and one (1) copy of the FTA 04-16 permit application w/
appendices;
o A - Cover Letter
o B - Application Form (FTA 04-16)
o C - Application Fee
o D - Project Narrative
o E - Flow Tracking/Acceptance Form (04-16)
o F - Site Map (Plan Set for Project)
o G - Existing Permit - (N/A - Not Included) (Email Approval from
NCDEQ-CWSRF Review)
o H - Power Reliability Plan - (N/A - Not Included)
o I - Certificate of Public Convenience/Necessity - (N/A - Not Included)
o J - Operational Agreements (N/A - Not Included)
• One (1) check for $480.00 made payable to NCDENR;
The project is an extension of the existing sanitary sewer collection system. The
project will extend approximately 10,000 of 24-inch gravity sewer line from an
existing manhole just upstream of the McLin WWTP to a point 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 outfall.
The sewer permit utilizes the current agreed flow from the interlocal agreement
between Claremont and Hickory for the permitting of the project.

Substance Sewer Extension
City of Claremont, NC
Page 2 of 2
I trust the above information is sufficient for your review; however, if you should
have any questions or require additional information, please do not hesitate to
contact us.
Best Regards,
THE WOOTEN COMPANY
A. Slade Harvin, P.E
Enclosures: As noted above
cc: Jason Brown, City of Claremont
TWC File

gJECC.IVEDINC[ PNR.fDWR''
Project Narrative
for the
Wastewater Improvements
EP 1I'"M
WQROS
MOORESVILLE REGIONAL OFFICE
City of Claremont
Catawba County, North Carolina
SEPTEMBER 2019
Prepared By:
TR
THE WOOTEN COMPANY
E N G I N E E H I NG PLANNING A C H I T E CT U HE
301 West 14th Street Greenville NC 27834
252.757.1096 fax 252.757,3221
License No. F-0115

A. DESCRIPTION OF PROJECT
Location of Proiect
The proposed Wastewater Improvements project is located within and to the southeast of the City of
Claremont in Catawba County. The project will include approximately 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
`fNorth Carolina
11 1
1
QCargo Transporters Inc
9_
�a
r�yd E
is nd
.._...._ ach
f Claremont *Raleigh
�Kii tlIe
Charlotte
*Greenvi e
'' Col�imhia
4k,utlantai. '
o i arleston
*Macon
Claremont
POINT A
3 ct PROJECT AREA a aw
e
McLIN WWTP •
• Nccy
• w,
••.��
F rze u
ram:
Maps Courtesy of Google Maps and www.bestplaees.net.
Wastewater Improvements 1
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 from the City's existing McLin 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 performed to 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 McLin
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 of Hickory
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:
I 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 portion 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, LEED® AP
Project Manager
The Wooten Company
1430 B Old Lenoir Road NW
Hickory, North Carolina 28601
828.322.5533
Fax [phone]
www.thewootencompany.com

A LE15
} spa ,�zz s
k31vl'Mon of Water Herources
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 responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Catawba WWTP
b. WWTP Facility Permit #: NCO025542
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
1.500
0.3041
0.1089
0.450
0.863
57.53%
II. 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 WWTP:
(A)
(B)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow* *
Current
(Name or
Permit
Capacity, * (Firm / p fl,
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined 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 PIanning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
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.
Official SignatuFe
Title of Slkning Official
Date
Page 2 of 6
FTSE 10-18

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