WQ0041273_Application (FTSE)_20191025

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 FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (ro be completed by MR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Pine LEvel (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Han. Jeff Holt per 15A NCAC 02T .0106 b {
.ti c, J III
Title: Mayor ' rk
l
r4. Applicant's mailing address: 306 !✓. Brawn St. \ � C
City: Pine Level State: NC Zip: 27576-
5. Applicant's contact information: r y L.
Phone number: 919} 965-0066 Email Address: jeffa.airtlnwproducts.net GjVt�sti
11. PROJECT INFORMATION: C �G
1. Project name: Town of Pine Level 2017 Water and Sewer System lm rovements
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: WQOO
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.509789� Longitude:-78.241395'
5. Parcel ID (if applicable):
(or Parcel 1D to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Lassiter License Number: 045255
Firm: McGill Associate, P.A.
Mailing address: 211 Tyler Dr
City: Smithfield State: NC Zip: 27577-
Phone number: [phone] Email Address: matt]tew.lassiterQmcgillassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF)1NFORMATION:
1. Facility Name: Central Johnston County Regional W W Facility Permit Number. NC 030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Si e: 8 inch, v
System Wide Collection_Systern Permit Number(s) (if applicable): WQCS7 0 b y ��
Owner Name(s): Town of Pine Level
FORM: PTA 04-16 Page I 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 ®NIA
2. if the Applicant is a Developer of lots to be sold, has a Developer's Operational -Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a HomelProperty 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 THE&RE 19 Nv
FLOW 6 &407
% Industrial (See 15A NCAC 02T .0103(20))
�Is
By TW Pauses
there a Pretreatment Program in effect?
❑ Yes ❑ No
6. Has a flow reduction been approved under 15A-NCAC 02T .0114(f)? ❑ Yes
® No
D If Yes provide a copy of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (sec 02T.0114(f)l
Daily Design Flow ".b
No, of Units
Flow
GPD
gal/
gall
GAD
gal/
GPD
gall
gal/
GPD
GPD
gal/
GPD
Total
0 GPD
a See I $A NCAC 02T .01141b1. (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 I SA NCAC 02T .01 I4(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 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 15A NCAC 02T .0l 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 flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SRWRR DESIGN CRITERIA (If Applicable) - 02T ,0305 & NDC (Grayily. Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Matel'lal
➢ Section 1I & ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to mininunn slopes for gravity sewer(s)
➢ Oversizing lines to meet miulmum slope requirement is not allowed and n violation of tite WC
VMI PUMP STATION DESIGN CRITERIA (If Applicable) --UT .0305 & MDC (PUMStntions/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN TIUS PROM, CT
I . Pump station number or name: ride C ✓S4 Fjk5T— vog 1pU/-e
2. Approximate Coorduintes (Decimal Degrees): Latitude:3s� Longitude: -9 .t %-1
3, Design flow of fire pomp station:Q.a milllous gallons per day (firm capacity)
4. Operational point(s) of the pump(s): I& gallons per minute at 7 O feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Punip Station):
Size (inches) Length (feet) Material
W,'11 G. Power reliability in accordance with 15A NCAC 02T .0305 h l :
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 tot5,000 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 manun] 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 sliall be demonstrated to the Division thut the portable souce 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, au evaluation of all the ptunp statiaus' storage
capacities and the rotation schedule of the portable power source or pump, utcluding travel timefiames, shall be provided
in the case of a multiple station power outage.
....... �,,. AR , r Page 3 or5

IX. SETBACKS & SEPARATIONS —(02B .0200 &. 15A NCAC 02T .0305(f)):
1. Does the project comply smith all separations found in .15A NCAC 02T .0305(f) & fig}
D 15A NCAC 02T_0305(fl cnntnins ininimin» crnnrldinne 11—f A-11 1— .. le.1 r
® Yes [:]No
. _____._ _.._...._____...-.... .......... .. r..•....w.. a'r .vru�.4 lVl JVnVI
J Jll:lll].
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 weals, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
I QO feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, IIQW, or SO from normal
high water or tide elevation and wetlands sec item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
AnX building foundation
5 feet
-Any basement
10 feet
Top sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drains e s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f1 cannot be achieved
t "Stream classifications can be identiFed using the Division's NC Surface Water Classifications webaage
D If noncompliance with 02T.0305 or (91 see Section X of this application
2. Roes 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
Z No variance is required if the alternative design criteria specified is utilized in design and construction
z 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 02B .0200? ® Yes ❑ No ❑ N?A
D This would include Trout Buffered Streams per 15A NCAC 213.0202
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 & puffer Permitting 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 (fie sewer,
❑ Yes ® No ❑ NIA
➢ 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-montlis and inspections
documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page'I of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
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 sunportine documents;
2. Professional Engineer's Certification:
attest that this application for
1 Engineer's name from Application Item I11.1.)
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.
North Carolina Professional Engineer's seal, signature, and date:
SEAL P:p
0 J,
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, L%f' j' 110L -r "IAyr P- attest that this application for
(Signature A thority's name & title from Application Item I.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. 1 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:
FORM: FTA 04-16 Page 5 of 5

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. WTTER OIL TRANSMITTAL
211 Tyler Drive
Smithfield, North Carolina 27577 W?
919.202.9955
Firm License No - C-0459 en� I '1Uau t10J1Au3do;dam ,
TO: Danny Smith
FROM: McGill Associates
COMPANY: NCDEQ
DATE: 10/24/19
ADDRESS: 3800 Barrett Drive
PROJECT: Town of Pine Level Water and
Sewer Sys ern Improvements
Raleigh, NC 27609
PROJECT NO.: 18.01808
WE ARE SENDING YOU:
._X Reports -- Under Separate Cover via the Following:
— Shop Drawings Prints _Plans Samples
Specifications Copy of Letter Change Order Other
Modified Agreement Between Owner and Contractor, and Contractor's Quotes,
Description
THESE ARE TRANSMITTED as checked below:
,X For approval _Approved as Submitted _
_-. For your use Approved as Noted _
As requested _ Returned for Correction Return
For Review and Comment
FOR BIDS DUE
REMARKS:
COPY TO:
Resubmit
Submit
Copies for Approval
_ Copies for Distribution
Corrected Prints
MCGILL ASSOCIATES 55 BROAn STREET, ASHEVILLE, NC 28801 / 828.252.0575 / MCGILLASSOCIATES.COM

FAST TRACK APPLICATION COVER LETTER
2017 WATER AND SEWER IMPROVEMENTS
TOWN OF PINE LEVEL
JOHNSTON COUNTY, NORTH CAROLINA
MATTHEW LASSITER, PE
FOR REVIEW
211 Tyler Drive
Smithfield, North Carolina 27577
919.202.9955
Firm License No.: C-0459
SEPTEMBER 2019
PROJECT NO. 18.01808

PROJECT DESCRIPTION
The Town of Pine Level 2017 Water and Sewer Improvements Project consists of the
construction of a new wet well at one pump station (Eastern Pump Station) as well as the
replacement of pumps at another (Southern Pump Station) and the installation of approximately
7,944 linear feet of 6" force main which replaces an equivalent length of existing 4" Force Main
in the town. The existing force main pipe will then be abandoned in place after the new force
main is put on-line. This will improve the overall reliability and integrity of the Town's water
distribution and wastewater collection systems and will increase the capacity of the sanitary
sewer collection system. The project is located within the municipal and extra -territorial limits of
the Town of Pine Level and consists of installing most new lines parallel to existing mains. Most
of the lines will be installed under or adjacent to existing roads, with some being installed cross
country.
There is no additional flow being generated by this project, and it serves no additional
homes or businesses, the proposed force main will outlet into existing manholes connected to
the existing gravity sewer network.

IFA Shaping Communities Together
meJ ill
Four Oaks NE, Kenly West, and Selma - USGS Quad Maps — 2019
NORTH
MCGILL ASSOCIATES 5400 TRINITY ROAD, SUITE 107, RALEIGH, NC 27607 { 919.376.9111 / MCGILLASSOCIATES.COM

��' I I Shaping Communities Together
J
December 20, 2019
Jason Robinson
Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive
Raleigh, NC 27609
RE: Fast Track Sewer Extension Application
2017 Water and Sewer Improvements for the Town of Pine Level
Johnston County, North Carolina
Dear Mr. Robinson:
Please find enclosed for your review the revised Fast Track Application and associated files as
requested in your email on December 181h, 2019.
The Town of Pine Level 2017 Water and Sewer Improvements Project consists of the
construction of a new wet well at one pump station (Eastern Pump Station) as well as the
replacement of pumps at another (Southern Pump Station) and the installation of approximately
7,940 linear feet of 6" force main (3,460LF from the South Side Pump Station, and 4480 LF from
the East Side Pump Station) which replaces an equivalent length of existing 4" Force Main in
the town. The existing force main pipe will then be abandoned in place after the new force main
is put on-line. This will improve the overall reliability and integrity of the Town's water distribution
and wastewater collection systems and will increase the capacity of the sanitary sewer
collection system. The project is located within the municipal and extra -territorial limits of the
Town of Pine Level and consists of installing most new lines parallel to existing mains. Most of
the lines will be installed under or adjacent to existing roads, with some being installed cross
country.
There is no additional flow being generated by this project, and it serves no additional
homes or businesses, the proposed force main will outlet into existing manholes connected to
the existing gravity sewer network (Permit #WQCSD0012).
The pump station power reliability is addressed by on -site backup generators, the South
Side Pump Station has a diesel generator in a waterproof housing with a 150 gallon fuel tank,
wired for 120/240V 3 phase power, producing 40 KW, and wired to the pump station with a 2-
wire automatic start -stop control. The East Side Pump Station contains a similar generator and
start -stop control, but has a larger 200 gallon diesel fuel tank.
If you have any questions or require additional information regarding this application, please feel free
to contact me at [phone].
Sincerely,
McGILL ASSOCIATES, P.A.
Matthew Lassiter, PE
MCGILL ASSOCIATES 5400 TRINITY ROAD, SUITE 307, PAL.EIGH. NC 2750%191922691TT r MCGILLAS500ATES.COF11

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, January 07, 2020 11:32 AM
To: Bai, Bing
Cc: Robinson, Jason
Subject: FW: [External] RE: RE: Town of Pine Level 2017 Water and Sewer System Improvements -
Sewer Fast -Track Application
Hi Bing,
Hope all is good. See the email chain below. Is an A to C required for constructing a new wet well at a pump station at
the Town of Pine Level?
See the engineer's response below.
Thx,
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D�prr�et M Eiwte�wedl Ow�r�
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Matt Lassiter <Matthew.Lassiter@ mcgillassociates.com>
Sent: Tuesday, January 07, 202011:24 AM
To: Cashion, Ted <[e-mail]>; Robinson, Jason <[e-mail]>
Cc: [e-mail]; Deck, Erin M <[e-mail]>; Vinson, Scott <[e-mail]>; Chad
Simmons <[e-mail]>; Dan Simmons <[e-mail]>; Bill Roark

<[e-mail]>
Subject: [External] RE: RE: Town of Pine Level 2017 Water and Sewer System Improvements - Sewer Fast -Track
Application
I; o not aliek links aY Opha a.6ments-unless,you.verify. Send. -all, email as an aCtaehment to
Ted, this should not constitute an ATC permit as we are not increasing capacity. The new wet well is a replacement for
the existing wet well as part of the pump stations rehabilitation, and there will be no impact to the wastewater
treatment process.
r
C9Communities
1
Shaping
Together
Matthew Lassiter
Project Engineer II
211 Tyler Dr I Smithfield, NC 27577
Phone: [phone]
Matt. LassiterCED me illassociates.com I www.mcgillassociates.com
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, January 7, 202-011:09 AM
To: Robinson, Jason <iason.t.robinson ncdenr. ov>; Matt Lassiter <Matthew.Lassiter@mceillassociates com>
Cc: ieff airflown rod ucts.net; Deck, Erin M <[e-mail]>; Vinson, Scott <scott.vinson ncdenr.i=_ov>
Subject: RE: RE: Town of Pine Level 2017 Water and Sewer System Improvements - Sewer Fast -Track Application
Matt,
We are preparing to draft this permit. Your narrative states that a new wet well will be constructed at the Eastern Pump
Station. Does this new wet well construction require an Authorization to Construct (A to C) permit from the Division? If
so, has this been applied for and/or received?
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted,cashion@ncdenr_gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive

Cashion Ted A 16
From: Cashion, Ted tit" 9- 'f ' ,� -, l
Sent: Tuesday, January 07, 2020 11:09 AM 1
To: Robinson, Jason; Matt Lassiter
Cc: [e-mail]; Deck, Erin M; Vinson, Scott
Subject: RE: RE: Town of Pine Level 2017 Water and Sewer System Improvemgnts - Sewer Fast -
Track Application
Matt,
We are preparing to draft this permit. Your narrative states that a new wet well will be constructed at the Eastern Pump
Station. Does this new wet well construction require an Authorization to Construct (A to C) permit from the Division? If
so, has this been applied for and/or received?
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
tcAo' D E
•.'7ErtiJ�, �
r.
fl o I - e 01 Gn�o�wsul Oipft�
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: Robinson, Jason
Sent: Wednesday, December 18, 2019 5:26 PM
To: Matt Lassiter <[e-mail]>
Cc: [e-mail]; Deck, Erin M <[e-mail]>; Vinson, Scott <[e-mail]>;
Cashion, Ted <[e-mail]>
Subject: RE: RE: Town of Pine Level 2017 Water and Sewer System Improvements - Sewer Fast -Track Application

, Q"'Oo� � � � �
Robinson, Jason
From: Robinson, Jason
Sent: Wednesday, December 18, 2019 5:26 PM
To: Matt Lassiter
Cc: [e-mail]; Deck, Erin M; Vinson, Scott; Cashion, Ted
Subject: RE: RE: Town of Pine Level 2017 Water and Sewer System Improvements - Sewer Fast -
Track Application
Staff has done a cursory review of the resubmitted application. The revised application still has multiple sections that
are incomplete (V.1, VIII.1-r; IX�, IXSY
Please resubmit a completed application, with ALL sections completed, and include all supporting documentation with
new signatures from both the applicant and engineer. Please note that in Section X the PE is signing and sealing that the
application is "..accurate, complete...".
Let us know if you have questions about any particular section.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC 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 Law and may be disclosed to
third parties.
From: Matt Lassiter [mailto:[e-mail]]
Sent: Tuesday, December 17, 20191:04 PM
To: Robinson, Jason <[e-mail]>
Subject: RE: [External] RE: Town of Pine Level 2017 Water and Sewer System Improvements - Sewer Fast -Track
Application
& i~xternirema Do mto nit cdk--k.Hn or open attac.�rnents unless you vedfy. send a{I susp14101eraa 7 arta a en _o
The response to comment 7 should be "yes", its been one of those days, the attached application was correct, my
response was not.
�r
Mcgill
Shaping
CpmmvMt.cs
Tpgeth¢r
Matthew Lassiter

Project Engineer 11
211 Tyler Dr ( Smithfield, NC 27577
Phone: [phone]
Matt.Lassiter me illassociates.com ] www.mc illassociates.com
From: Matt Lassiter
Sent: Tuesday, December 17, 2019 12.58 PM
To: Robinson, Jason <iason.t.robinson ncdenr, ov>
Cc: Dan Simmons <dan.simmons me illassociates.com>
Subject: RE: [External] RE: Town of Pine Level 2017 Water and Sewer System Improvements - Sewer Fast -Track
Application
Response to comments on the application, see below (if you require a document in lieu of this email, let me know, given
how minor the comments are I felt that this would be sufficient for now.)
We are reviewing the subject Fast Track Sewer extension. Multiple sections of the application were not completed:
I. Section 11. 2 is not completed. Please check the appropriate box.
See attached, revised application, the first 7 sheets have been revised per these comments, if you cannot
replace the portions of your application let me know and ill send it to the town for signatures.
2, Section IV. no information was provided in this section. Please complete this section.
See attached, revised application.
3. Section V. no information was provided in this section. Please complete this section.
See attached, revised application, note that we do not have a permit number for the gravity sewer in Pine
Level, this is consistent with several other fast track applications we have done in the town for other
developments.
4. Section V1. 8 should be completed as there is no additional flow proposed. Please check the appropriate box.
See attached, revised application.
5. Section V111. 5 proposed 4,480 LF of 6" force main. However, the narrative proposes 7,944 LF of 6". Please
correct this discrepancy.
A revised narrative will be provided later, pending any further comments on the plans themselves.
6. Section V111.6; "Will use existing [standby generator/outomatic activation/telemetry]" is written in the
margin. This and any other relevant information should be included in the project narrative that accompanies
the application.
A revised narrative will be provided later, pending any further comments on the plans themselves.
7. Section IX. 3 is marked "N/A". This questions is a little confusing. The Town of Pine Level is located completely in
the Neuse River Basin, and therefore streams in the town are subject to the Neuse Riparian Buffer Rules. Since
Pine Level is subject to Neuse Buffer Rules, this should be marked either "yes" or "no" ("N/A" should only be
marked if the project is an area not subject to the Buffer Rules. If no streams/buffers are impacted, then the
project meets the separation requirements, and "yes" should be checked). Please refer 15A NCAC 028.0200.
See attached, revised application, "no has been checked".
8. Section IX.6: Please confirm (via email) that there are no lines that meet the definition of "high -priority lines".
This project does not contain any lines which meet the definition of "high -priority"

9. There was o USGS topographic map and an aerial map of the Town provided with the application. However, the
sewer project area is not clearly defined on the mops. Please submit the maps with a general project area so
that the Division staff can easily locate it in the field (Refer to General instruction F. Site maps for additional
information)
See attached USGS Quad with the delineated sewer areas shown in green, if you need something different
just let me know.
10. Please note, that while the design documents must be prepared prior to submittal of the application, they are
not required to be submitted as part of a Fast -Track Application, unless the project includes a "high priority line"
(Section IX.6).
Noted, there are no "high -priority lines" for this project.
lo
mclil 7a�ether
Matthew Lassiter
Project Engineer II
211 Tyler Dr [ Smithfield, NC 27577
Phone: [phone]
[e-mail] I www.mceillassociates.com
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, December 17, 2019 12:07 PM
To: Matt Lassiter <[e-mail]>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Deck, Erin M <[e-mail]>
Subject: RE: [External] RE: Town of Pine Level 2017 Water and Sewer System improvements - Sewer Fast -Track
Application
Thanks Matthew. If you have any specific questions, let me know.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC 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 Law and may be disclosed to
third parties.
From: Matt Lassiter mail to: Matthew.Lassiter me iIlassociates.com
Sent: Tuesday, December 17, 201911:32 AM
To: Robinson, Jason <[e-mail]>
Subject: [External] RE: Town of Pine Level 2017 Water and Sewer System Improvements - Sewer Fast -Track Application

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Rb attachments 9lnles5 you verify. Send A suspTc1ous-emall �:s an attachment tp
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Ignore my last email, ill be giving you a revised application shortly addressing your comments.
. .
mcgill
Matthew Lassiter
Project Engineer II
211 Tyler Dr I Smithfield, NC 27577
Phone: [phone]
[e-mail] I www.mcaillassociates.com
From: Robinson, Jason <iaf [e-mail]>
Sent: Friday, December 13, 2019 10:49 AM
To:[e-mail]; Matt Lassiter <Matthew.Lassiter me illassociates.com>
Cc: Kim Rineer <kim.rineer 'ohnstonnc.com>; Deck, Erin M <erin.deck(@ncdenr.gov>; Cashion, Ted
<ted.cashion(@ncdenr.eov>
Subject: Town of Pine Level 2017 Water and Sewer System Improvements - Sewer Fast -Track Application
Mr. Lassiter and Mr. Holt,
We are reviewing the subject Fast Track Sewer extension. Multiple sections of the application were not completed:
1. Section II.2 is not completed. Please check the appropriate box.
2. Section IV. no information was provided in this section. Please complete this section.
3. Section V. no information was provided in this section. Please complete this section.
4. Section VI.8 should be completed as there is no additional flow proposed. Please check the appropriate box.
S. Section Vlll. 5 proposed 4,480 LF of 6" force main. However, the narrative proposes 7,944 LF of 6". Please
correct this discrepancy.
6. Section V111.6: "Will use existing [standby generator/automatic activation/telemetry[" is written in the
margin. This and any other relevant information should be included in the project narrative that accompanies
the application.
7. Section IX. 3 is marked "N/A". This questions is a little confusing. The Town of Pine Level is located completely
in the Neuse River Basin, and therefore streams in the town are subject to the Neuse Riparian Buffer
Rules. Since Pine Level is subject to Neuse Buffer Rules, this should be marked either "yes" or "no" ("N/A"
should only be marked if the project is an area not subject to the Buffer Rules. If no streams/buffers are
impacted, then the project meets the separation requirements, and "yes" should be checked). Please refer 15A
NCAC 02B.0200.
8. Section IX.6: Please confirm (via email) that there are no lines that meet the definition of "high -priority lines".
9. There was a USGS topographic map and an aerial map of the Town provided with the application. However, the
sewer project area is not clearly defined on the maps. Please submit the maps with a general project area so
that the Division staff can easily locate it in the field (Refer to General instruction F. Site maps for additional
information)
10. Please note, that while the design documents must be prepared prior to submittal of the application, they are
not required to be submitted as part of a Fast -Track Application, unless the project includes a "high priority line"
(Section IX.6)..

Please revise the application, narrative and maps accordingly and resubmit. These can be submitted via email, but we'll
need an email confirmation from the signature authority jpermitee) of their approval of these revisions to the
application.
Thanks,
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-rroil correspondence to andfrom this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.