WQ0040513_Application (FTSE)_20181018

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity servers, pump stations and tbree mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, I5A
NCAC 02T, 15A NCAC 02T.0300, Division policies and good engrinecrine nractices.
While no upfront engineering design documents are required far submittal, in accordance with 15A NCAC 02T .0305(h), design
documents must be prepared prior to submittal of a last track permit application to the Division. This would include plans. design
calculations. and project specifications referenced in 13,E M'AC {}2jr .03115 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in I 5 NCAC 027.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical re%iew):
Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100; D ���i�►�Lt'�
Projects that do not meet any part of the minimum design criteria (NIDC) document; — t1cr-�LCit?�
Projects that involve a variance from the requirements of 15A NCAC 2T: K'�-{ t 00
Pressure sewer systems utilizing septic tank-eftluent pumps (STEPS) or simplex grinder pumps; (1 l u
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); ����St?� A
i Vacuum sewer systems. ��
11
General - When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking; the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting; action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
i Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
%- If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or dlbra, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item IL I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional En =ineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of3

r4
E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
> The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a .
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F.- Site -Maps -(All -Application -Packages): _—
® Submit an 8.5 -inch x I [-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305 h l , submit documentation of power reliability for pumping stations.
i This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that'`the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per I5A NCAC 02T.01 15(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
4!tilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public StaFf stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home+Pro erty Owners' Associations
❑ Per 15A NCAC 02T.0 1 l 5(c), submit the properly executed Operational Agreement, FORM: HOAR.
❑ Per 15A NCAC 02T.01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T.01 i5(b), submit the properly executed O erational Agreement FORM: DEV).
For mord' lnformettion, VISIt the Division's collection systents U°ebsile
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE ADDRESS i COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee,
WaterQualit Section Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson, Jackson,
(828) 2964500 Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone] Stanly, Union
[phone] Fax
Raleigh Regional Office
Water Quality Section
_Washington Regional Office
Water Quality Section
Wilmington Regional Office
Water Quality Section
Winston-Salem Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
(9 19) 786-7159 Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
(91 0) 796-7215
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
INSTRUCTIONS FOR FORNI: FTA 04-16 & SUPPORTING DOCUMENTATION
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Page 3 of

k.
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: G 00 gos (to be completed by DWR)
All items must he completed Or the annlication will he returned
I.- -APPLICANT INFORMATION. -
1. Applicant's name: Orange Water and Sewer Authority (company. municipality. MOA. utility, etc.)
2. Applicant type: C]Individual F1Corporation C]General Partnership ❑ Privately -Owned Public Utiliy
❑ Federal ❑ State. -County ❑ Municipal ® Other
3. Signature authority's name: Ed Kerwin per 15A NCAC 02"1' .0 106 h
Title: Executive Director
4. Applicants mailing address: 400 Jones Ferr% Road
Citv: Carrhoro State: h C Zip: 27510-
5. Applicant's contact information:
Phone number: (2 9) 537--1201 Email Address:
IL PROJECT INFORMATION:
1. Project name: I Itility Construction Plans Orange County
2. Application -Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ,
Va modification, pro-�idc the existing permit number: WQ00 and issued date:
I I`new construction but part of a master plan, provide the existing permit number: V1`Q00
3. County %vherc project is located: Orange
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.917517 - Longitude: -79.075039-'
5. Parcel ID (if applicable): 9778784661
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Kelly E. Haves. PE. PLS License Number: 20160
Firm: SEPI Engineering & Construction. Inc.
Mailing address: 1025 Wade Avenue
City: Raleigh State: NG Zip: 27605
Phone number: [phone] Email Address: kha, es4i senienginceri .com
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mason Farm Waste Water Treatment Plant Permit Number: NC 0025241
Owner Name: Orange Water and Sewer Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ NIA VC Pipe installed 1969 Downstream (Recei%ing) Sewer Size: 10 inch
S% stern Wide Collection System Permit Numbers il'a licablc : WQCS00031
Owner Name(s): Orange Water and Sewer AlhoritN
FORM: FTA 04-16 Page I of 5

VL GENERAL REQUIREMENTS
I. Ifthe Applicant is a Privately -Owned Public Utility. has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NWA
2. Ifthe Applicant is a Developer of lots to be sold, has a De%cloper's Operational Agreement (FORM: DEV1 been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a I fume+Pro erty Owners' Association has an O nerational Aarcement WORM. I IOA 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/ser%ice ❑ Hotel ardor Motels
❑ School r preschool 1 day care ❑ Medical I dental i veterinary facilities ❑ Swimming Pool .-'Clubhouse
❑ rood and drink facilities ❑ Church ❑ Swimming Pool+Filter Backwash
® Businesses! offices! factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic. -Commercial °o Commercial
% Industrial ( See 15A NCAC 02T .0 103 20 )
bIs there a Pretreatment Program in effect- ❑ Yes []No
6. 1las a flow reduction been approved under 15A NCAC _021'_.01 14(0? ❑ Yes ® No
� If yes, provide a copv of flow reduction approval letter
7. Summarize tvastcsvater generated by project:
Establishment Type (see 02T.01 14(f)
Daily Design Flow' 6
No. of Units
Flow
Zero Flow, project only involves relocation
of existine eravity sewer mains.
Cali
Zero GPD
gal!
GPD
gal?
GPD
gal'
GPD
aaV
GPD
cal/
GPD
Tond
Zero GPD
a See 15A NCAC 02T .ell 14(b). (d). (c)(1) and (c){2) for caveats to wastewater design flow rates (i.e.. minimum now per
dwelling: proposed unknown non-residential development uses: public access facilities located near high public use areas:
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as %acation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T.0 1 14(c), design flow rates for establishments not identified [in table 15A NCAC 02"1'.0114] shall be
determined using available now data. water using fixtures. occupancy or operation patterns. and other measured data.
A. Wastewater generated by project: Zero GPD (per 15A NCAC 02T _01 14)
'. 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 tlow expected
❑ Other (Explain):
rORM: FTA 04-16 Pace 2 of

k•
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC Gravity Sewers):
1, Summarize gravity sc%ver to be permitted:
Size (inches)
Length (feet)
Material
8
479
DIP
12
678
DIP
Section II & 111 of the NI DC for Permitting ofGraviIy Sewers contains information related to design criteria
i Section III contains infiormation related to minimum slopes liar gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)—02T.0305 & NIDC Pum i 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 points) of the pump(s): gallons per minute at feet total dynamic head (TDI -1)
5. Summarize the force main to be permitted (ibr this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021'.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
i 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 acti%ation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - ISA 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 prover 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 —(0211.0200 & 15A NCAC 02T .0305(1)):
I . Does the project comply with all separations round in 15A NCAC 02T.03050) & N)®Yrs [:]No
13A NCAC 02T.0305M contains minimum separations that shnll he nrncidecl fix crttirr cvcte•m.•
Setback Parameter*
Separation Re uired
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer includine 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 orClass I or
Class II impounded reservoirs used as a source of drinking water
100 1'eet
**Waters classified WS (except WS -1 or WS -V). B, SA, ORW. FIQW, 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 buildin • foundation
5 feet
Anv basement
10 feet
Top slope of embankment or cuts ot'2 feet or more vertical height
10 feet
Drainage sv stems and interceptor drains
5 feet
Any swimmin ools
10 feet
Final earth grade(vertical)
36 inches
13A NCAC 02T.0305(,) contains alternatives where separations in 02T.0303(1) cannot he achieved.
**Stream classifications can be identified using the Division's NC Surlhce Water Classiticatiuns webpaue
If noncompliance with 02T.0305111 or (1 see Section X of this application
2. Docs the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required ifthe alternative design criteria specified is utilized in design and construction
As built documents should reference the location ol'arcas eff'ccted
3. Does the project comply with setbacks found in the river basin rules per 15,E NCAC 026 .02011? ❑ Yes ❑ No ® N -A
i This would include Trout Buffered Streams per 15A NCAC 26.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or ❑ Yes ® No
indiv idual permits or 401 Water Quality Certifications?
i Information can be obtained from the 40! & I3uffer Perini ttine Branch
5. Does project comply with 15A NCAC 02T.01115(c)(6) (additional permiWcertifications)? ® Yes ❑ No
Per 15A NCAC 02TA105(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, stormvvater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per 15A NCAC 02'r.0402, "high-priority sewer" means "any aerial sevver. sewer contacting surface waters, siphon. or server
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N,'A
Ifyes, include an attachment with details for each line, including q pe (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, the lwlinimq D i Criteria for the permittingof P m tat'
and F r Mains latest version). and the Gravitv Sewer Minimum ngsigg 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 f the reguest t is rg9ulred prior to submittal of the Fa t'Track Avolleadon. and su ortin d ettrnents.
Professional Engineer's Certification:
Kell E. Haves, PE, PLS attest that this application for
(Professional Engineer's name from Application Item til. t.)
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 ftuthcr 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 143-215.61B, 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:
Its
Applicant's Certification per 15A NCAC 02T A I06(b).
I, Ed Kerwin, Executive Direc#or attest that this application for
(Signature Authority's nine &title from Application Item I.3.)
tws been reviewed by mo 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 relies; and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. ( also understand that if all required parts of this application package pre 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 l43-215.66 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 310,000 as well as civil penalties up to S25,000 per violation.
r
Date -
Signature: �y
Page 5 of 5
FORM: FTA 04-16

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10WASA1 ORANGE WATER AND SEWER AUTHORITY
A public, non-profit agency providing water, sewer and reclaimed water services
to the Carrboro -Chapel Hill community. 1h1�
October 4, 2018
NCDEQ Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
SUBJECT: Permit Application for Estes Drive Utility Construction, NCDOT #U-5846
DWR Staff,
Enclosed are the following items for your review and approval. The project includes abandonment, and
replacement in different alignment, of existing sewer mains of OWASA's sanitary sewer system in order
to create space to build traffic circle.
Fast-track Application form FTA 04-16 (original and copy)
Check in the amount of $480.00
Project Narrative
Because this project does not include any additional waste water discharge, we are not including the
Flow Tracking/Acceptance form (FTSE 04-16) with this application.
Please contact me by telephone at 919 5374201 or email to nnarker—owasa.orq if you have any
questions or comments concerning this application.
Respectfully, g"&'—
IA�6
Ni as L. Parker
Engineering Associate
cc: Todd Spencer, PE — OWASA
Kelly Hayes, PE, PLS -- SEPI Engineering and Construction
400 Jones Ferry Road Equal Oppartunitr Employer Voice (919) 968-14.21
Carrboro, NC 277 10-2001 Printed on Recycled Paper MVIV.onrasa orlf

Robinson, Jason
From: Kelly Hayes < K Hayes@ sepie ngi neering.com >
Sent: Thursday, December 06, 2018 3:38 PM
To: Robinson, Jason; Nick Parker; '[e-mail]'
Cc: Cashion, Ted; Deck, Erin M
Subject: [External] RE: U-5846 Estes Dr Utility Construction Plans
Attachments: U-5846 07-10-2018 FTA 04-16.pdf
Hello Jason,
Attached is the updated FTA PDF. Let me know if you any other questions. hoes this complete the review?
Thank you.
Kelly Hayes, PE, PLS I Program Manager
SEPI Engineering & Construction
11020 David Taylor Drive, Suite 300 1 Charlotte, NC 28262
Direct: 704.206.7107 1 sepieneineering.com
Connect with us: Linkedln I Twitter I Facebook
Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the
attorney-client privilege or other confidentiality protections. If you are not a desgnated recipient, you may not review, copy or distribute this message. If you receive
this in error, please notify the sender by reply e. mail and delete this message. Thank you.
From: Robinson, Jason <[e-mail]>
Sent: Thursday, December 6, 2018 2:46 PM
To: Nick Parker <[e-mail]>;'[e-mail]'<[e-mail]>; Kelly Hayes
<KHayes @seplengineering.com>
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: U-5846 Estes Dr Utility Construction Plans
We're reviewing the referenced sewer extension application.
1. We've checked with our Collection System Permit Coordinator, and unfortunately we cannot accept
electronically signed certification pages (Item X.S, page 5 of 5 of the application). We currently do not have the
necessary systems and regulations in place yet. We're sorry about that, but we'll need to have a new
application emailed to us with wet signatures (original) in Section X.
2. Section V11.1 lists a pipe size of 8e and a length of 479e. What is the "e"?
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200

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