WQ0029593_Application (FTSE)_20200325

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: :5,53 tto be completed bN DWRI
All items must be contnleted or the annlication Kill be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Johnston Count% (company. municipality. I IOA, utilit%. etc.)
? Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ federal ❑ State: Count) ® Municipal
3. Signature authority's name: Chandra C. I'armer. P.E. per I5A NC'AC 02-l' ,0106(b)
Title: Director Or Ittilities
4. Applicant's mailing address: 11.0. Box 2263
City: Smithfield State: NC Zip: 27577-�
5. Applicant's contact inhumation:
Phone number: [phone] Email Address: chandra.f'armerir i0hnstunnc.cum
❑ Pritately-Owned Public Utility
❑ Other
L
II. PROJECT INFORMATION:
I. Project name: 1-511 l 1-40 Widening South of Sit 1010 (Cleveland Rd)
2. Application -Project status: ❑ Proposed (New Permit) ® I xisting Permit/Project
11'a modification. pro -Ode the existing permit number: WQ0029593 and issued date: 12 8,2005
If new construction but part ora master plan. pro%ide the existing permit number: WQ00
3. County where project is located: Johnston County
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.6068' Longitude:-78.5646-
5. Parcel I (if applicable):
for Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Bryan Rader. PE License Number: 32634
firm: Rummel. Klepper & Kalil. LLP
Mailing address: 8601 Six forks Road- I-orum I. Suite 700
Citv: Raleigh State: NC Zip: 27615-_
Phone number: [phone] Email Address: bbadey d rkk.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston Count\ Reuional WastinNater Facility Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION or different than WWTF):
1. Permit Number(s): WQ0029135
System Wide Collection System Permit Number(s) (il'applicable): WQC'S00060
Owner Name(s): Johnston County
I'ORM- VrA 04-16 face 1 01-5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanca, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
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
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie. Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR I;OR:LI: FTA 04-16 X SUPPORTING DOCU14I NTATION Page 3 of3

V1. GENERAL REQUIREMENTS
if the Applicant is a Priy.ately-O«ned Public Utility, has a Certificate of Public Convenience and Necessity been attached'?
❑ Yes ❑No ®NM
2. If the Applicant is a De%eloper of lots to be sold, has a Dcx clo ver's Operational Agreement ,0100- DEV) been attached'?
❑ Yes ❑No ®NIA
3. Il'the Applicant is a 1 lome'Prol)erty. Ovenerti Association. has an Operational A(sreenunt (I'OTI Nl:_I IOA) been attached?
❑ Yes [:]No ®NIA
4, Origin of wastewater: (check all that apply),
® Residential Owned ® Retail (stores, centers. malls) ❑ Car Wash
® Residential Leased ® Retail v%ith lbod preparation/service ❑ I lotel andeor Motels
❑ School r preschool? day care ❑ Medical + dental f %eterinary facilities ❑ Shimming Pool!Clubhouse
❑ Food and drink facilities ❑ Church ❑ S%Ninnning Pool.+l ilter Backnash
❑ Businesses? offices.' factories ❑ Nursing I lome ❑ Other(Explain in Attachment)
5. Nature of"astenater : I00'!o Domestic. -Commercial % Commercial
% Industrial (tics 15A NCAC 02'r .010,;(20))
,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I SA NCAC 02T .0114(t)? ❑ Yes ❑ No
If ves, provide a copv of flow reduction approval letter
7. Summarize \y.aste►%ater generated by project:
Establishment Type (sec 02T.01 I4(Il)
Daily Design Flow L•b
No. of Units
Flow
Pre\ iously permitted
73,640 gal.:dav
263
73,640 GPD
No ne« - reroute only.
0 guVda%
0 GPD
s:al!
GPD
Pall
GPD
cal,
GPD
gaV
GPD
Total
73.640 GPD
a See 15A NCAC 02T .01 14(h). (d). (c)(1) and (e)(2) liar 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 cast ol'the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identi Pied [in table 15A NCAC 02T.Q 1 141 shall be
determined using available flow data. water using fixtures. occupancy or operation patterns. and other measured data.
8. Wastewater generated by project: _GPD (per 15A NCAC 02T .01 14)
i Do not include future flows or previously permitted allocations
1 f 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 Pen -nit Number:
® Rehabilitation or replacement of existing sev%cr with no new 11ov\ expected
❑ Other (Rxplain):
I' ORN1, F i'A 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1, Summarize gra,, ity se%%er to be permitted:
Size (inches)
Length (feet)
Material
New I S"
845
PVC SDR 35
Ne%% 16"
236
DI PC 250
Ex. 8"
23.483
Ex. 10"
1.200
Ex. 12"
4.320
Ex. 15"& 16"
2.530
Section II & III orthc ,%,IDC for Permitting of iravity Sewers contains information related to design criteria
Section III contains inrormation related to minimum slopes fi r gra%itN sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation or the NI DC
Vill. PUNIP STATION DESIGN CRITERIA (IrAhplicable)-02T.030S & NIDC (Pump Stations/Force Nlains):
COMPLETE FOR EACII PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flo%� of the pump station: millions gallons per da% (firm capacity)
4. Operational point(s) orthe pump(s). Ex. 300 gallons per minute at fleet total d%-natttic head (TD11)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
Ex.10" 9.753
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(11.
® Standb) power source or pump with automatic acti%ation and telemetry - 15A NCAC 02T .0305(h)(1)(13).
Required liar all pump stations %%ith an average Bail} Ilo►% greater than or equal to 15.000 gallons per day
Must be permanent to lacility
Or ifthe pump station has an average daily floe less than 13,000 gallons per day:
❑ Portable power source with manual activation. quick -connection receptacle and telemetry - 15A NCAC 021'
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (drall agreement)
and is compatible %%ith the station.
1 rthe portable power source or pump is dedicated to multiple pump stations. an e%aluation of all the pump stations' storage
capacities and the rotation schedule or the portable power source or pump. including travel timeframes, shall be pro% ided
in the case or a multiple station power outage.
FORM: rTA 04-16 Page 3 of 5

I\. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
I. Does the project comply with all separations hound in 11 J X NCAC 021' .03050i & (0
15A NCAC 02T.03050) contains minimum senarations that shall be nrov ided for sewer s%stems:
® Yes ❑ No
Setback Parameter*
Separation Required
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 aver sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 1'ect
**Anv private or public water supply source, including any wells. WS-I waters of'Class I or
Class II impounded rescr%oirs used as a source o1'drinking water
100 1'cct
**Waters classified WS (except WS-I or WS-V), B. SA. 011W. I1QW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 lect
"Any other stream, lake, impoundment. or _round water lowering and surface drainage
ditches
10 feet
Any building foundation
3 feel
Anv basement
10 feet
Top slope of embankment or cuts ol'2 feet or more vertical height
10 Feet
Drainage systems and interceptor drains
5 feet
Anv swimming pools
10 feet
Final earth grade (-ertical)
36 inches
i 13A NCAC 02'1'.0305(2) contains alternatives where separations in 021'.030if f) cannot he achieved.
i **Stream classifications can he identified using the Division's NC Surl'ace Water ClassiIicutions wchnaec
If noncompliance with 02T.0305(I) or . see Section X ol'this application
2. Does the project comply with separation requirements liar wetlands? (50 1`cct of separation) ® Yes ❑ No
i See the Division's draft separation requirements for situations where separation cannot be meet
No \ ariance is required il'the alternative design criteria specified is utilized in design and construction
i As built documents should reference the location ol'areas el'iected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0211 .0200? ® Yes ❑ No
y- This would include Trout Buflcred Streams per 13A NCAC 211.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
Wetland -related permits shall be requested, obtained. and adhered to liar projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permittint Branch
5. Does project comply with 15A NCAC 02'f.o105(c)(0) (additional pernfluVicertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, haNc
been applied for, or have been obtained Issuance of this permit is contingent on issuance ofdependent permits (erosion and
sedimentation control plans. stormwater management plans, etc.).
G. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 021.0402. "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
Ii'yes, include an attachment with details I`or each line. including type (aerial line. size. material, and location).
High priority lines shall be inspected by lire permittee or its representative at least once every sir-nionths and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's indiv idual System -Wide Collection permit.
FORNI: FTA 04-16 Page 4 ol'S

X. CC' RTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the tilinunum I)esi �n Criteri l for tElc I'enuittinle of Puma 5iatiuns
uud I or�c lytains t I:ltey! %�e_MiMlh and the G i[a4 i! Seti er Mulinitilul 1:7esi Olt Criterial latest ti ersicn� as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. A royal ortlie request is require lrior to suhnlitllll of the f asl Trnrk A licntiun and su or( in r documents,
2. Professional Engineer's Certification:
name from Application Item II—LI )
that this application for
has been reviewed by rile and is accurate, complete and consistent with the information supplied in the plans, specilications.
engineering calculations, and all other supporting documentation to the best of my knowledge, I further attest that to the best
Of any knowledge the proposed design has been prepared in accordance with the applicable rcgulatiuns, Gravity Sewer
lvlininunn Design Criteria furGrltvity Sewers (latest version), and the Minimum Desi gn Criteria for the fast=Track Permitting
of Pump Stations and Force Mains (latest version). Allhough ollicr professionals may have developed certain portions of this
submittal package, inclusion of titese rnatcaaIs under illy signature and seal signifies that I have reviewed this material and
have judged it to he consistent with the proposed design,
NOTE — In accordance with General Statutes 11I3-215.6A and 143-215.613, any person who knowingly makes any false
slalenient, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine out to exceed $10,000, as well as civil penallies up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0I 06(b):
(Signature Authorit y'sh7nle &title from Application Item L —attest that this application for
has been reviewed by Inc and is accurate and complete to the best of lily knowledge. I understated that it -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 incolliplete, I understand that any discllal-ge of wastewater Ijou, this Ilorl-
discharge system In surface waler:s or the land will result in tin allinedlyde ell forcellten( action tilat 111ay include civil penalties,
injunctive relief, and/or criminal prosecution- I will niake no chlini against the Division of Waler Resources should a condition
Of tllis permit Ile violated. I also tindersland that Will required p,lrts of this application package are not conlpieled and IElat if
all mpleed supporting inforntatian oast attachments arc not included, this application package will be returner! to the as
111CUIllplCle.
NOTE: In accordance with General Statutes 143-2 i 5.6A and I LZ 15 LSB, any person who knowingly makes ally lills.t
slatclnclll, reiXescrllation, or certification ill any application package shall be guilty of n Class 2 misdemeanor, which may
include a tint not to exceed $10,000 as well as civil penalties up In $25,000 per violation.
1
Signature: (tAA,_ C Vl�: �
— .._ .- Date:
FORM: FTA 04-16
Page 5 of 5

0 K�C�I�►�1t,�y &t0&-ll/U 517-S In
9-1�rM-IAU --ey17,7]za
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - FAST TRACT{ SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORNI: FTA 04-16 & SUPPORTING DOCUMENTATION
T his application is for server extensions imolving gra%ity seNvers. pump stations and liuce mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of I5A NCAC 021 and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good eneineerin s practices.
While no upfront engineering design documents are required for submittal. in accordance with 15A NCAC 02T .0305(b), design
documents must he prepared prior to submittal of a last track permit application to the Division. This would include plans, design
calculations. and project specifications referenced in I5:�L N 02 -030 and the applicable minimum design criteria. These
documents shall he available upon request by the Division -
Projects that are deemed permitted (do not require a permit from the Di%ision) are explained in 15A NCAC 02I'.0303,
Projects not eligible for review %is the last tract: procem, (must be submitted for full technical revie" ):
Projects that require an em irontnental assessment in accordance uitlt 15A NCAC I C .0100:
Projects that do not meet amv part of the minimum design criteria (hIDC) document:
Projects that inyol%e a variance from the requircmcnts of I5A NCAC 21.
Pressure sewer s}stems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps,
STEP or simplex grinder pumps connecting to pressurized s3stems (c,g- force mains):
Vacuum sewer s) stems.
General - When submitting an application, please use the followin4= 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 packaze, 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.
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 Secretar%. of State,
❑ If the Applicant Type in Item I2 is a partnership or d/b:a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business,
❑ The Project Name in Item 11. 1 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 Fn-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 FORW; FTA 04-16 1- SUPPORTING DOCUMENTATION Page I of3

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 o%%ner 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 1-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 K force main)
i Downstream connection points and permit number (if known) for the receiving sewer
IS Include a street level map showing general project area.
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 penmit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per I5A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
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 15A NCAC 02T .01 15(a)( l) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to ]told the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Caroling 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.
Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home Pro ertv Owners' Associations
❑ Per 15A NCAC 02T .01 15(c)' submit the properly executed Operational Agreement (FORM: HOA).
❑ 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 15(b), submit the properly executed 00erational Agreement (FORM: DE .
For more iqf rmerlion, v1.17t the flrvi.V olr .v collection SLIvieniti 1rChsily
INSTRUCTIONS 1-OR FORM: FTA 04-16 x SUPPORTING DOCUNI N IWHON Page 2 of3

RKPVK
April 24, 2020
NC DEQ
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Subject: NCDOT Project 1-5111
1-40 Widening, South of SR 1010 (Cleveland Road)
Johnston County
Sanitary Sewer Relocation
To whom it may concern,
Please find enclosed, the completed Fast Track Application and supporting documentation,
submitted for the above -mentioned project. One original and one copy of the following are included
for your review and approval.
■ Fast Track Application
■ Permit Application Fee of $480.00 (check number 160907)
■ USGS & Street Level Maps
• Exhibit A — Aerial Sewer Crossing
Pruiect Narrative
The enclosed documents are submitted for the relocation of 845 linear feet of 15" gravity sanitary
sewer main and 236 linear feet of 16" gravity sewer main along and crossing 1-40. This sanitary
sewer is owned by Johnston County and associated with existing sewer permit WQ0029593. This
relocation is due to impacts to the existing 15" and 16" gravity sewer line along I-40 by the
construction associated with the NCDOT project 1-5111, 1-40 Widening including improvements to
NC-42 and SR 1010 (Cleveland Rd). This permit modification is to relocate 84511 of 15" gravity
sewer line and 236ft of 16" gravity sewer line including 7 new sewer manholes and an aerial sewer
crossing over an existing stream. The relocation will include abandoning 5 existing sewer manholes
and 958 linear feet of existing 15" gravity sewer line. This relocation will not result in any additional
now.
The existing sewer permit WQ0029593 was issued December of 2005 and modified in February of
2007 by adding 2,530 linear feet of 15" and 16" gravity sewer lines. The original permit I believe
included a pump station, pumping 500gpm through 9,753 linear feet of 10" force main, also included
is 23,483 linear feet of 8" gravity sewer, 1,200 linear feet of 10" gravity sewer and 4,320 linear feet
of 12" gravity sewer line. The attached permit application is only for relocating 845 linear feet of 15"
gravity sewer main and 236 linear feet of 16" gravity sewer line, everything else in the original
permit is remaining the same. The plans have been reviewed and approved by Mike Keen with
Johnston County and NCDOT.
Engineers I Construction Managers I Planners I Scientists

February 3, 2016
Page 2
Please do not hesitate to call 919-653-7342 if you have any questions or need additional
information.
Sincerely,
•vap) E y. lr
y .
Proiect Manager
Enclosures
cc: HTW

Robinson, Jason
From: Chandra Farmer <[e-mail]>
Sent: Friday, April 24, 2020 3:09 PM
To: Bryan Badey
Cc: Robinson, Jason; Mike Keen
Subject: [External] RE: 1-5986A Sewer permit for Johnston County
IMMIMIxterniflema-11. Do notrafick links or open attachments.unless yow verify. Send all suspicious email as an atlaehment to
Yes, I am okay with using the previously signed agreement pages.
Thanks
Chandra
Chandra Cox Farmer, PE
Director
Johnston County Department of Public Utilities
PO Box 2263
309 E. Market St.
Smithfield, NC 27577
[phone]
[phone] (fax)
From: Bryan Badey <[e-mail]>
Sent: Friday, April 24, 2020 2:05 PM
To: [e-mail] <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Mike Keen <[e-mail]>
Subject: 1-5986A Sewer permit for Johnston County
Hi Chandra,
Working closely with you and Jason Robinson at NCDEQ, I think we have worked out the permit situation. Jason is still
looking into exempting the short down and under relocation of the 8" force main at the end of Technology Drive by
Tetra Company but I will need to prepare an additional permit for the 4" force main relocation crossing NC 42 at
Commerce Parkway. That being said I have attached the revised permit applications for the 12" gravity sewer crossing I-
40 (WQ006359) and the 15"/16" gravity sewer near the Elementary school along 1-40. If you are agreeable, we can reuse
the signature page from the previous permit submittal. Jason with NCDEQ is allowing this if you are. If you prefer to re-
sign the permits I will send you the last pages for you to sign. Please let me know. I really appreciate everyone's help in
working through these permits!
Thanks,
Bryan
BRYAN BADEY, P.E.
Project Manager

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8601 Six Forks Road
Forum 1, Suite 700
Raleigh, NC 27615
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