WQ0040803_Application (FTSE)_20181120

Sewer Extension Application for:
2018 Northern Boulevard 12-inch
Sewer Replacement
ORIGINAL
Town of Tarboro, North Carolina
Ap2lication Contents:
A. Cover Letter
B. Application Fee
C. Fast Track Application Form (FTA 04-16)
D. FIow Tracking/Acceptance Form (FTSE 04-16) (Not Applicable)
E. Site Map
F. Existing Permit (Not Applicable)
G. Power Reliability Plan (Not Applicable)
H. Certificate of Public Convenience and Necessity (Not Applicable)
I. Operational Agreements (Not Applicable)
November 2018
T T
THE WOOTEN COMPANY
301 West 14th Street, Greenville, NC 27834
Firm License: F-0115
TWC Project No. 2204-EC

Project Narrative for the
2018 Northern Boulevard 12-inch
Serer Replacement
Town of Tarboro, North Carolina
NOVEMBER 2018
Prepared By:
TV
THE WOOTEN COMPANY
301 West 14th Street, Greenville, NC 27834
Firm License: F-0115
TWC Project No. 2204-EC

A. DESCRIPTION OF PROJECT
Location of Project
The Town of Tarboro is located geographically within Edgecombe County. The Town is 72 miles
from Raleigh, the State capital, 25 miles from Greenville, a primary eastern NC hub, and two hours
from the Outer Banks. Major transportation corridors include Highway US 64 and Interstate 95
allow for strategic accessibility to and from the East Coast's major markets.
Sewer main replacement will take place within the Town of Tarboro casement and NCDOT right-of-
way (below):
• W. Hope Lodge Road (SR 1213)
Topography within the project area is generally flat to gently rolling, sloping between 0-5 percent.
Manmade drainage features such as swales and roadside ditches collect and remove stormwater
runoff. The proposed area of work follows a Tarboro utility casement between W. Northern
Boulevard and W. Hope Lodge Road. The site is generally clear and open with trees adjacent to the
area of work.
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B. TYPE OF DEVELOPMENT
Gravity Sewer
The proposed sanitary sewer project will consist of replacing approximately 2,100 LF of 12-inch gravity
sewer main with 6 manholes extending from W. Hope Lodge Road upstream toward W. Northern
Boulevard. At the time of the construction the sewer main will serve existing parcels with customers.
There will be no overall increase to flow within the system. The existing upstream customers include
residential, small commercial, institutional, medical and industrial users.
The existing alignment of the current sewer main will be maintained for the majority the line. However,
due to the proximity of a nearby ditch, one segment of the line will be shifted approximately 10 feet away
from the existing alignment. In addition, due to the upstream and downstream inverts of manholes outside
the project area, approximately 1,354 LF of the 12-inch gravity sewer main will have a slope (0.10%) that
is below the State minimum slope for 12-inch gravity sewer main (0.22%) and therefore are considered
high -property lines. To this end, a variance request including the completed VADC 10-14 form will be
submitted concurrently with this sewer application.
Pump Station & Force Mains
There are no anticipated improvements to the existing sewer pump station or force main downstream of the
W. Hope Lodge Road outfall. The project scope is limited to replacement of existing gravity main with a
like -for -like diameter only.
Treatment
Wastewater collected from the W. Hope Lodge Road outfall will be conveyed through an existing gravity
t collection network to the Tarboro Wastewater Treatment Plant (WWTP). The current project will not
include any improvements or direct impacts to the Town's treatment facility.
P a g c 12

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
1 SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
x Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: akoo �O Q _ too be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Tarboro (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑ General Partnership
❑ Federal
❑ State.'County ® Municipal
3. Signature authority's name: Troy
R. Lewis per IJA NCAC 021' .0106(b)
Title: Town Manager
4. Applicant's mailing address: PO Box 220
City. Tarboro State: NC
Zip: 27886-
5. Applicant's contact information:
Phone number: (252) 6414229
Email Address: Troy Lewi saTarbom-NC.com
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: 2018 Northern Boulevard 12-inch Sewer Replacement
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: Edeccombe
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.9122 Longitude:-77.5544
5. Parcel ID (if applicable): N_'A
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: William A. Larsen, PE
License Number: 041415
Firm: The Wooten Company
Mailing address: 301 West 14`h Street
City: Greenville State: NC Zip: 27834-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Tarboro W WTP Permit Number: NCO020605
Owner Name: Town of Tarboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 12 inch
i System Wide Collection System Permit Number(s) (if applicable): WQCS00045
Owner Name(s): Town of Tarboro
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FORM: FTA04-16 Page 1 of

V1. 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 De velo er's Operational Agreement 0 %I- DEVI been attached?
❑ Yes ❑No ®N!A
3. If the Applicant is a Home_Property Owners' Association, has an Operational Agreement (FORM: IJQA1 been attached?
[-]Yes ❑No ®NIA
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 I dental i veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses 1 offices : factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 80 % Domestic Commercial 0 % Commercial
20 % Industrial (Sec 15A NC'AC 02T ,0103(20})
1Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T ,01 14(fi? ❑ Yes ®No
If yes, provide a copy or flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14(f)1
Daily Design Flow " b
No. of Units
Flow
NIA (Line Replacement)
NIA gal/NIA
N.'A
N.'A GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
Total
NIA GPD
a See 15A NCAC 02T .01 14(b), (d). (Of 1) and (e1[21 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. L�J'
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 11A NCAC 02T.01 14] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15 A N. CAC 027 .0.1 14)
r 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-I6 Page 2 of 5

V 11.
Vill.
GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC (Gravity Sewers):
Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
12 2,100 PVC, DIP
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
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: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: N!A' Longitude: - N!A'
3. Design flow of the pump station: NiA millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): NIA gallons per minute at NIA feet total dynamic head (TDH)
_x 5
Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
N!A
N.'A
N'A
6. Power reliability in accordance with 15A NCAC 02T .0305(h)( I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
D 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 timcframes, 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 I SA_NCAC 02T .0305(fl & [ 1i
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes [:]No
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-1 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
I0 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
D I SA NCAC 02T.03U5(u) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC urface Water Classificatiows webyage
D If noncompliance with (),?T Q305ff)jRr (u}. see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
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
D As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02 B ,0200?
�- This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications?
® Yes [:]No
® Yes []No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
> Information can be obtained from the 401 & Buffer Permittina Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
® Yes [:]No
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
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
i

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0
X.
CERTIFICATIONS:
1. Does the submitted system comply with I SA NCAC Q L, the hl.i;rJmtint De- C itcrN for dx eLcmio,i of Pump Stations
L-
and Force Mains [latest version}, and the Graviiv Scc vet iMinin}um lkstan Cris ntest veminnl as applicable?
❑ Yes ® No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval or the re uest is rc uired prior to submittal of the Fast Track -Application and supporting
documents,
2. Professional Engineer's Certification:
11 1�&wftt7A. W_48rz. , attest that this application for
(Professional Engineer's name from Application Item 11I.1.)
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. , t, l 14 1 1, +,
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
U1
(Signature Authority's name & title from Application Itcm 1.3.)
attest that this application for
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 143-215.6 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 S 10,000 as well as civil penalties up to $25,000 per violation.
Signature: i
FORM: FTA 04-16
Date: _ l3 �� ZVI ly
Page 5 of 5

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NCDeptafEnvirottmental Quality
TV
THE
WOOTEN
COMPANY
301 West 14"' Street
Greenville, NC 27834
252.757.1096
Fax [phone]
November 19, 2018
Mr. Danny Smith, PE
Division of Water Resources
NC Department of Environmental Quality
3800 Barrett Drive
Raleigh, NC 27609
NOV 2 0 2018
Raleigh Regional Office
RE: Variance Request Application for Gravity Sewer Extension for Town of Tarboro.
TWC Project No. 2204-EC
Mr. Smith:
On behalf of the Town of Tarboro, 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 detailed engineering plans;
• One (1) original and one (1) copy of the VADC 10-14 permit application w-
appendices;
o A - Cover Letter
o B - Variance Request Form (VADC 10-14)
o C - Engineering Plans
c. D - Technical Specifications
o E - Engineering Calculations
a F - Application for Gravity Sewer Extension and Supporting Documentation
The project will replace 12-inch gravity sewer extending north from W. Hope Lodge
Street (SR 1213) toward W. Northern Boulevard. The work will occur in NCDOT right-
of-way and a utility easement owned by the Town of Tarboro. Due to manhole inverts
upstream and downstream of the project area, some sections of the replaced line will have
a slope that does not meet the state minimum slope for a 12-inch gravity sewer line.
Therefore, a variance request package is required. This package will included one (1)
copy of the Application for Gravity Sewer Extension, which itself was submitted
concurrently and separately from this application package.
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
William A. Larsen, PE
Enclosures: As noted above
cc: Troy R. Lewis, Town of Tarboro
TWC File

WC Dept of Environmental Quality
T T.
THE WOOTEN COMPANY
301 West 14th Street, Greenville, NC 27834
NOV 2 0 2018
Raloigh Regional Office
LETTER OF
TRANSMITTAL
DATE: JOB NO.
November 19, 2018 1 2204-EC
Mr. Danny Smith, PE
Division of Water Resources REF: Town of Tarboro
NC Department of Environmental Quality 2018 Northern Boulevard 12-inch Sewer
3800 Barrett Drive Replacement Application
Raleigh, NC 27609
WE ARE SENDING: ® Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order
COPIES
DATE
NO.
DESCRIPTION
2
11/19/2018
Sewer Permit Application
2
11/19/2018
Sewer Permit Variance Request Application
1
11/19/2018
Full-sized 24x36Engineering Plans
1
11/19/2018
Half -sized 11x17 Engineering Plans
THESE ARE TRANSMITTED as checked below:
® For Approval
® For your use
❑ Reviewed
❑ Rejected
❑ Revise and resubmit
❑ Submit copies for distribution
❑ As Requested ❑ Corrected ❑ Return corrected print
❑ For Review and comment ❑ For Signature
❑ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
WAL
Enclosure
Via: Mail
Please find your copies of the Sewer permit and Sewer Variance Request
applications submitted for the 2018 Northern Boulevard 12-inch Sewa.E.�
Replacement project. f
SIGNED:
William A. Larsen,
If enclosures are not as noted, kindly notify us at once.

Cashion, Ted
From:
Sent:
To:
Cc:
Subject:
Cover letter:
Condition 1.1:
Special Condition page:
Fertenbaugh, Christyn L
Tuesday, April 16, 2019 5:29 PM
Robinson, Jason
Cashion, Ted
RE: [External] RE: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer
extension application
An alternative design is approved for portions of the 12-inch gravity sewer. See Condition 1.1 for
more details.
1. Pursuant to the variance request received November 20, 2018 from The Wooten Company behalf of the Town of
Tarboro, a variance is granted for the construction and operation of approximately 1,354 linear feet of 12-inch
gravity sewer between manholes MH#101, MH#103, MH#104, MH#105, and MH#106 at a slope of 0.10% as
indicated on the provided plans, specifications, and supporting documents, and subject to the following
requirements:
a. The sections of gravity sewer as described above shall be designated as "high -priority sewer" in
accordance with 15A NCACO2T.O402.
b. High -priority sewers shall be inspected by the permittee or its representative at least once every six -
months in accordance with the permittee's individual system -wide collection system permit
JWQC500045].
Thank you for being so patient with me getting this to you! I'm hoping to get back to my more typical 30-day variance
review time in the near future.
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
**Subscribe_to Collection System & Sewer Permitting Updates**
Please note that my phone number has changed to 919-707-3625.
919-707-3625 — Office
919-807-6489 —Fax
[e-mail]
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 9255
Raleigh, NC 27604-1170
K,C-,.
'Nothing Compares

Cashion, Ted
From:
Sent:
To:
Cc:
Subject:
Cover letter:
Condition LI:
Special Condition page:
Fertenbaugh, Christyn L
Tuesday, April 16, 2019 5:29 PM
Robinson, Jason
Cashion, Ted
RE: [External] RE: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer
extension application
An alternative design is approved for portions of the 12-inch gravity sewer. See Condition 1.1 for
more details.
1. Pursuant to the variance request received November 20, 2018 from The Wooten Company behalf of the Town of
Tarboro, a variance is granted for the construction and operation of approximately 1,354 linear feet of 12-inch
gravity sewer between manholes MH#101, MH#103, MH#104, MH#105, and MH#106 at a slope of 0.10% as
indicated on the provided plans, specifications, and supporting documents, and subject to the following
requirements:
a. The sections of gravity sewer as described above shall be designated as "high -priority sewer" in
accordance with 15A NCAC 02T.040Z.
b. High -priority sewers shall be inspected by the permittee or its representative at least once every six -
months in accordance with the permittee's individual system -wide collection system permit
(WQCS00045).
Thank you for being so patient with me getting this to you! I'm hoping to get back to my more typical 30-day variance
review time in the near future.
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
—Subscribe to Collection System & Sewer Permitting Updates*"
Please note that my phone number has changed to 919-707-3625.
919-707-3625 — Office
919-807-6489 — Fax
christen.fertenbaush(ancdenr.eov
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 925S
Raleigh, NC 27604-1170

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Robinson, Jason
Sent: Tuesday, April 16, 2019 5:03 PM
To: Fertenbaugh, Christyn L<[e-mail]>
Cc: Cashion, Ted <[e-mail]>
Subject: FW: [External] RE: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer extension application
Ftl Christyn,
Yes, we have the application for the referenced project, and apparently we haven't entered it into BIMS yet. We can try
to get it in tomorrow or Thursday if that would help you.
Thanksl
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"*Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Will Larsen <wlarsenOthewootencompany.com>
Sent: Monday, March 04, 2019 9:57 AM
To: Cashion, Ted <[e-mail]>
Cc: Robinson, Jason <iason.t.robinson(&ncdenr.eov>
Subject: RE: [External] RE: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer extension application
Thank you.
Regards,
William A. Larsen, PE
Project Engineer
The Wooten Company
301 West 14r Street
Greenville, NC 27834 0
252.757.1 -J 96

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, January 24, 2019 2:55 PM
To: 'Will Larsen'; [e-mail]
Cc: Robinson, Jason; Deck, Erin M; Christyn L Fertenbaugh([e-mail])
Subject: RE: [External] RE: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer
extension application
We forwarded the variance request to Christyn Fertenbaugh in our Central Office for review. Can you email her a digital
copy of the plans for this particular variance request?
The package you submitted noted that plans were included but we did not see any plans.
You'll note her email address as she is cc'd on this email.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
iz-
'Nothing Compares ^r
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Will Larsen <[e-mail]>
Sent: Thursday, January 03, 20191:42 PM
To: Cashion, Ted <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: [External] RE: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer extension application
+ Ext -ahem . Do not li `-links or open attaiuhments unless you riWed. Send all suspidous iI as an attachment to
i'fi nc.
Ted,
Thank you for bringing these two (2) items to our attention. Our responses below:

im.
Item V.1.:
The line has no known permit number. It is believed the original line (scheduled to be replaced) was
installed in or around the 1950's with elements of the downstream gravity mains installed in and around
the 1920's-1930's.
Item X.3:
Please find attached the corrected Signature Page for Item X.3. The wrong page was used when the
document was merged.
Regards,
William A. Larsen, PE
Project Engineer
The Wooten Company
301 West 14#1 Street
Greenville, NC 27834 EM
252.757.1096
Fax [phone]
www.thewootencomRany.com
THE WOOTEN COMPANY
From: Cashion, Ted [mailto:ted.cashionCa ncdenr.gav]
Sent: Thursday, January 03, 2019 12:30 PM
To: [e-mail]; Will Larsen
Cc: Robinson, Jason; Deck, Erin M
Subject: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer extension application
Troy and Will,
We are reviewing the subject application and need a couple of items to continue.
Item V.1. requires the downstream permit number be included on the application. Please provide this permit
number. If the age of the line is such that there is no permit number, please provide the approximate age of this
downstream sewer line.
Item U requires the signature authority for the Town to provide their signature. Troy, please sign and date this section
as required.
Due to the slope of the sewer line below minimum standards in some sections, a variance request was submitted with
the fast track application. This variance request should have been forwarded to our Central office address noted on the
form. We have forwarded the variance request to our Central Office for review. We are waiting for their comments on
this project.
We'll continue drafting the permit after submittal of the above items.
Thx
ted

Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
- -^Nothing Compares -.
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
3

Cashion, Ted
From: Will Larsen <[e-mail]>
Sent: Thursday, January 03, 2019 1:42 PM
To: Cashion, Ted; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: [External] RE: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer
extension application
Attachments., 20190103133512.pdf
, External-ern'A Do not dikVinis or open attaehmerits pj#jWi"ou Onfled. 5eniall suspido&P email as an attachment to
URQW-
am r nc ov - i
Ted,
Thank you for bringing these two (2) items to our attention. Our responses below:
Item V.1.:
The line has no known permit number. It is believed the original line (scheduled to be replaced) was
installed in or around the 1950's with elements of the downstream gravity mains installed in and around
the 1920's-1930's.
Item t.3:
Please find attached the corrected Signature Page for Item X.3. The wrong page was used when the
document was merged.
Regards,
William A. Larsen, PE
Project Engineer
The Wooten Company
301 West 14" Street
Greenville, NC 27834 EM
252.757.1096
Fax [phone]
www.thewootencomi)anv.com
1 U
Ld
,,..,nm .1.l. "
THE WOOTEN MAPANY
From: Cashion, Ted [mailto:[e-mail]]
Sent: Thursday, January 03, 2019 12:30 PM
To: [e-mail]; Will Larsen
Cc: Robinson, Jason; Deck, Erin M
Subject: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer extension application
Troy and Will,
We are reviewing the subject application and need a couple of items to continue.

Item V.1. requires the downstream permit number be included on the application. Please provide this permit
number. If the age of the line is such that there is no permit number, please provide the approximate age of this
downstream -sewer line.
Item X.3 requires the signature authority for the Town to provide their signature. Troy, please sign and date this section
as required.
Due to the slope of the sewer line below minimum standards in some sections, a variance request was submitted with
the fast track application. This variance request should have been forwarded to our Central office address noted on the
form. We have forwarded the variance request to our Central Office for review. We are waiting for their comments on
this project.
We'll continue drafting the permit after submittal of the above items.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
`''"Nothing Compares
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, January 03, 201912:30 PM
To: [e-mail]'; Will Larsen
Cc: Robinson, Jason; Deck, Erin M
Subject: 2018 Northern Boulevard 12-inch Sewer Replacement fast track sewer extension application
Troy and Will,
We are reviewing the subject application and need a couple of items to continue.
Item V.1. requires the downstream permit number be included on the application. Please provide this permit
number. If the age of the line is such that there is no permit number, please provide the approximate age of this
downstream sewer line.
Item U requires the signature authority for the Town to provide their signature. Troy, please sign and date this section
as required.
Due to the slope of the sewer line below minimum standards in some sections, a variance request was submitted with
the fast track application. This variance request should have been forwarded to our Central office address noted on the
form. We have forwarded the variance request to our Central Office for review. We are waiting for their comments on
this project.
We'll continue drafting the permit after submittal of the above items.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
---"Nothing Compares -
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Cashion, Ted
From:
Cashion, Ted
Sent:
Thursday, December 27, 2018 11:36 AM
To:
Christyn L Fertenbaugh([e-mail])
Cc:
Robinson, Jason
Subject:
variance request for Town of Tarboro
Hi Christyn,
Hope your time off from work was good for you.
We received a fast track application from The Wooten Company for the Town of Tarboro. The project name is'2018
Northern Boulevard 12-inch Sewer Replacement'. In the package they submitted is a variance request form for some
sections of the replaced line that does not meet minimum slope for a 12-inch gravity sewer line.
Reading the narrative that was submitted, it states that -1354 If of 12-inch gravity sewer will have a slope of—0.10%,
which is below the State minimum slope of 0.22% for 12-inch gravity sewers.
We received the application on 11-20-18. Did you receive the variance request for this project? It appears they sent
everything to the RRO.
Just let us know when you can, thx.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
%'Nothing Compares -
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

NC Dept of Environmental Qualio
TV
THE
WOOTEN
COMPANY
301 West 14t" Street
Greenville, NC 27834
252.757.1096
Fax [phone]
November 19, 2018
NOV 2 0 2018
Mr. Danny Smith, PE Ucigh Regional Office �`
Division of Water Resources k k6f v �f
NC Department of Environmental Quality 5 ti I
3800 Barrett Drive I
Raleigh, NC 27609
RE: Application for Gravity Sewer Extension for Town of Tarboro. C�
TWC Project No. 2204-EC �— fe W
Mr. Smith: (� ,,
On behalf of the Town of Tarboro, we are sending you the following documents for your
review and approval for the above -referenced project:
• One (1) check for $480.00 made payable to NCDEQ;
• One (1) original and one (1) copy of the FTA 04-16 permit application w1
appendices;
o A — Cover Letter
o B —Application Fee
o C — Application Form FTA 04-16
a D — Flow Tracking/Acceptance Form (FTSE 04-16) (N.'A — No Flow
Modification)
o E — Site Map
a F — Existing Permit (NIA — Not Included)
o G — Power Reliability Plan (N/A — Gravity Replacement Only)
o H - Certificate of Public Convenience and Necessity (N/A — Not Included)
o I Operational Agreements (NiA — Not Included)
The project will replace I2-inch gravity sewer extending north from W. Hope Lodge
Street (SR 1213) toward W. Northern Boulevard. The work will occur in NCDOT right-
of-way and a utility easement owned by the Town of Tarboro. Due to manhole inverts
upstream and downstream of the project area, some sections of the replaced line will have
a slope that does not meet the state minimum slope for a 12-inch gravity sewer line.
Therefore, a variance request package is being submitted in concurrence with this sewer
application.
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
William A. Larsen, PE
Enclosures: As noted above
cc: Troy R. Lewis, Town of Tarboro
TWC File