WQ0043778_Application (FTSE)_20220831

State of North Cat•oiina
i)cpartiuent oFi:pvirounieittal Quality
DW'k'Division of Watel- Resources
FAST TRACK Si;WIsR SVSTEM EX'i1'1'NSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUIVIKNTATION
Applications Number: WQ 00 y 1)7 g (lo b, compluicd by IMR)
All items must be completed nr the application will be retnr•neil
APPLICANT INFORMATION:
I. Applicant's name: Johnston Count (company, municipality, I IOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately'Own ud Public i,ltility
❑ Federal ® State/County ❑ Municipal ❑ Other
.3. Signature atithorily's name: Chandra C. Farmer, 11.I? .per I5A NUM 021 .0 I K-i l-: r C , sl:jr M! 7T
RI[iIV+el. ,f�
�/ '31 1 t r
I'ille: tJtiliEics Director ec uv6 V t K t w'h' 1
121 O/L'
21_ Applicant's mailing address: 11.0. Box 2263
City: Sinitlilield Slate: NC Zip: M77
7. Applicant's contact information:
Phonc number: [phone] Email Address: chandr;r.farmer(rr?iolmstonnc.com
I. Project name: South Selma RgUional Pump Station & Forcennain
2. Application/Project stalus: ® Proposed (New Permit) ❑ Existing PermiUProject
If a modification, provide the existing permit number, WQ00 and issued date: _ ,
For modifications, also attach a detailed narrative description as described in Hei" G of the checklist.
If new construction, but p:►rl of a master plan, provide the existing permit number: WQ00_.
County wlicre proicct is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.522888" LongiEnde:-78.297549"
5. Parcel ID (if applicable): 14N99000F, 14057027E 14057009 14044022A 14M10089 14044022, 140010151), 14054010P,
14057009Y, 140547012C (or- Parcel 11) to closest downstream sewer)
11. (.'ONSIII:I'AiN''I' IiNFOltN-]A"I'ION:
I. Professional f{:nginecr: Paul Aselic, l'L License Number: 049213
Firm: Boliler lingineering NC, i'LLC:
Mailing address: 4130 Park Lake Avenue, Suite 130
City: R "chill Slate: NC Zip: 27512-44G2
I'hone number: (D9) 578-9000 Finail Address: pasclie[ii),bolitereng.cont
III. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Nanie: CJCIZWWTF Permit Number: N00030716
Owner Name: Johnstone Q: ountv
IV. REC AV1NC DOWNSTREAM SEWER INFORMAT[OrN:
1. Permit Numbcr(s): WtU(1,31—.ielnia E clualization ficfie Pumps Facility
2. Downstream (Receiving) Sewer Information: F Gravity 19 force Main
3. System Wide Collection Sysiciii fermi( Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston; Couul
FORM: FTA 00 21 Page 1 of

A
V1. GENERAL RKQIiIRh;MEN'1:5
1. If'thc Apl)licailt is a 1'riv.ttely-Owned Public Uftlity, has a Ccrtitic<tte of)'ublic Convenience and Necessity heen attached'?
❑ Yes ❑ No ® NIA
2. 11'Ihc Applicant is a Deve.oper of' lots to be 50l(1, has a Developer's Ouerational Agreement (FORM: I)FV heen attached?
❑ Yes ❑ No ® NIA
1. If Ilie Applicant is a Ilomc/Property Owners' Association, has an I10A 110A Operational Agreentew (l-ORM: I IOA) and
sUPI) lei nenlary doeumerltaliotl as required by 1.5A NCA(,' 02TA 1 15(c) heen attached?
❑ Yca ❑ No ®N/A
4. Origin of wastewater; (check all that apply): Serves the Town of Pine Level and a section of the Town of Selma
® Residentiai (Individually Owne(l) ® Retail (stores, centers, malls) ® Cir Wash
® [residential (Leased) ® Retail with food preparation/service ® Hotel and/or Motels
® School I preschool / day care ® Medical 1 dental I veterinary facilities ❑ Swinnling fool/Clubhouse
® good and drink facilities ® Church ❑ Swimming Pool/Filter Backwash
® Businesses, off ices / factories ❑ Nursing 1 tome ❑ Other, (Explain in Attachment)
5, Nature of wastewater : 80% Domestic 20 % Commercial 0% Industrial (See 15A NCAC 02'1 .0103t2t1))
If Industrial, is there a Pretreatment Program in effect? ® Yes ❑ No
G. INS at flow reduction been approved Under 15A NCA( 0?'r .01 14(t)'? ❑ 1'es ® No
S If VC%, provide it Coup of flow reductmla Improv"I letter Willi Ibis application
7. Sutnmarizc wasiewater generated by project:
Establishment Type (see 02'1'.0114(f))
Daily Design Flow r.t
No. of Units
Flow
gal.,
(1111)
gal/
GPD
gal(
gal
GPD
GPI
gal/
GpD
gal/
GPD
--L1a1a1
0 GI'f)
a See 15 1 \(:1( 0.` 1 .1s t 110)), (.I). (01 i ) -arid (ci(') for caveats to wastewater design flow rates (i.e., mininlu n flow, per
dwelling; proposed unknown non-residential (level oil ment uses; public access facilities located Clear high public use areas;
and r-esidettlial property located soulh ou east of tlx: Atlantic Intracoastal Waterway to he used as vacation rentals as defined
in G.5 =42.1-4).
b Per 15A NCAC 02'r .01 14(c), design flow rates for establishments not identified [in table ,1.;,,A \('A(' 02 r.01 I al shall he
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by projecl: l)(;PD (per t Sr1 Ncrl(- 021' .P 1 14)
Y 1)o not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
® Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
]'lease provide supplementary hllbrnlatiou indicating the approximale timetranic for permitting upstream sewers with flow.
All upstream flows are anticipawd to be 1wrtnitled within till' ale,Ct 10 Years.
❑ flow has already been allocated in Permit Number: Issuance bate:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Fxplain):
17ORM: FTA 06-21 Page 2 of 5

I�
VII. GRAVITY SI+.WEA DESIGN CRITERIA (If Applicable) - 02'1 .0305 & MOC (Gravid Sknv s}:
I. Summarize gravity sewer to he perFnille&
Size (inches) Length (feet) Material
> Section 11 & Ill of the mDC f'or Permitting of Oravity Sewers contains information related to design criteria
➢ Section III contains information related to Ills] opes for gravity sewer(s)
Y Oversizing lines to meet nlininauna slope requirements is not allowed and a violation of tits MUC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)-021 .030i & 1iU( {I'nntts Sratinus+l ttre.t_.)i.tillsk:
PROVIDE' A SEPARATE COPY 01''1'I IIS PAGE FOR EACH PUMP STATIONI INCLUDED IN TI [IS PRO,lr( T
I . rump station number or name: South Selma Regional Pump Station
2. Approxinlatc Coordinates (Decimal Degrees): Latitude: 35.522RR8' Longitude: -78.297549"
3. 'Total number of pwnps at tilt: pump station: 2
3. Design flow of the pump station: 1,q millions gallons per dray (firm capacity)
i Tlkis should reflect the total GI'M fur the pomp station with the largest pump out of'sarvice.
4. OpM tional point(s) per pump(s): 3100 gallons per- minute (GPM) at 103 feet total dynamic head (TD1 f)
5. Summarize the force lnain to be permitted (for this Pump Station):
Size (inclics)
length (feet)
milerial
Notes
16
9,72.5
PVC
FM from South Selma Regional to County FQ
facility
If clay portion of the farce main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSI'M Section 2.01 C.l .b. ❑ Grinder Pump [IMechanical Bar Screen ❑ Other (please specify) ._
G. Power reliability in accordance with 15A \CAC OTI .010500 11:
® Slandby power source or ❑ Standby pump
Y Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13)_
A Required f'ar all pump stations with an average daily now greater than or equal to 15,000 gallons per day
}= Must he perm anclat to facility and naay not he portable
Or- If the pump Station leas an avel'age daily flow less than 15,000 gallons per day 15A NCACO2'I'.0305(I1)(1)(C):
❑ Portable power source with malnlal activation, quick-counection receptacle aril telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Y ] Ile] udc docuuacnlatrota that the portable snurce is owned or contracted by the applicant and is compatible with the station.
Y if tile portable power source or pump is dedicated to multiple pump stations, -,Ili evaluation oral] the pump stations' storage
capacities and the rotation schedule of"the ptntahlc power source or pump, including travel tnitefr•ames, shall be provided
as part of this permit application in the case of a multiple station power outage.
DORM: FTA 06-21 Page 3 of 5

I X. SETBACKS & SETARATIONS — (02B .0200 & 15A NCAC: 02T .0305(1)):
1. Does the project comply with all separations/alternatives finind in 15A NCAC: 02'1' .0 i05( . � , L, ® Yes ❑ No
15A NCAC 02T.0305 contains minirmint separations that shall be provided for sewer systems:
5ethacl( Para filet el.*
Storm sewers and other utilities not listed below (vertical)
5nparation Required
18 inches
'Water mains (vertical - water over sewer preferred, including in benched Trenches)
18 inehes
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
I inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 watem of Class I of -
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands,
100 feet
50 feet
**Waters classified WS (except WS-I or WS-v),13, SA, ORW, HQW, or tit.: from normal
high water- (or tide elevation) and wetlands associated with these waters (see item iX.2)
**Any other stream, lake, impoundment, of- ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as W l—
10 feel
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
10 feet
Any swimming pools
Final earth grade (vertical)
36 inches
if noncompliance with 02 r.0305t f� or : e �; see Section X.I of this application
* 15.1 NCAC 0 1".0305 contains alternatives where separations in 02'T.0305(f) cannot be achieved. please check "yes"
above if these alternatives are used and provide narrative information to explain.
"Stream classifications can be identified using the Division's tic: Snrtacc !!'ater C'lass'sticatious WebAIM
2. Does this project comply with the nlinimtnn separation requirements' for water mains`? ® Yes ❑ No El N/A
Y If no, please refer to 15A NCAC 18C.0906(t) for documentation requirements and submit a separate document,
signedlsealed by all NC licensed It;, verifying the criteria outlined in Ihat Ride.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ NIA
Y Please provide supplementary information identifying the areas of non-conformance.
See the Division's draft serzratioo requiienterlls for situations where separation cannot be met.
Y No variance is required if the alternative design criteria specified is utilizecl in design aiid construction.
4. Is the project located in a river basin subject to any State bullet, rules? ® Yes Basin mllne: ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 1- :A NCAC.' 02B .0200? 0 Yes ❑ No
This includes "Trout Buffered Streams per 11A \(,:1('2,13.0202
5. Does the project require coverage/authorization under a 404 Nationwidelindividual permits ® Yes ❑ No
or 401 Watei' Quality Certifications?
)- Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project Comply with Il5A. NCAC 021".0105(c)(6) (additional perillitslcertifications)? ® Yes ❑ No
Per I iA NCAC' 02 Lot 05(e)(6}, directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. issuance of this permit is coritingent oil issmince of dependent perinit% (erosion
kind sedimentation control plans, stormwater management plans, etc.)_
7. Does this project include any sewer collection lines that are deemed "high -priority?" ® Yes ❑ No
Per t iA NCAC 0211 (1402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, of- sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons -.in([ sewers. Suspended tlit'Otlgll interfer'eliCe/Conflict 100KCS Velitrire it V116VITICC uppr'(wjkl.
➢ ifye,�, include all attachment with details for each line, including type (acrial line, size, material, and location).
High priority lilies Shift) lie inspected by the permittee or its representative at least once every six -months fill([
inspections documented per 15A NCAC 112"1•.0403(a)(5) or the permit(ee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of'5

X. C:h, TIFIC:A'1'IONS:
I. I)OCS the submitted sysicnl comply with 1.5A NCAC OTI', the rN-liniinuul 0eyign c : itciia I0r Ills PCa'nlitIing of' Pu1np Station%
and 1 orce'faiwz ilawst version) anti the Grtyily se o NIininitun Design C;ritcri.}_rIalest t r :on as applicable?
2 Yes ❑ No
If' no, for projects requiring n Single variance, complete end submit the V:11'ia11CC{A1tC1'I1t1l1VC Design Request application
(VADC 10-14) anti supporting documents fhr review to the Central Office, Approval of the request will be issued
concurrently with Cite approval of (Ile tperiliit, and projects_re_gnirinirpVariance._�pi)l.oval may be subs to loin
review tines. for protects reguirinar two or more variances or where the. variance is determined by file Division to be a
significant portion of flit Ilrofeet, fire frill_technical review is required.
2. Professional Rngineci :s Certification:
I, Paul Asche, IIE , attest that this application for _South Selina Regional Pulllp Station
(Professrnnal I?rigineer's rltcnie from Application hem IIL I.) (Propel Name From Applicalion Itcm It 1)
has been reviewed by ire and is accurate, colnpletc and consistcut with the information supplied in the plans,
specifications, crigineering caleulationS, and ;ill Other Supporting dOCltinerltatialrl to file best of my hnOwicdgc. I further
attest That to the best of ny knowledge the proposed design has been prepared ill accordance with the applicable regulations,
iNjiniintlin DCii2ll Crittf7i! for Gravity Sewers (latest version , and the j%llnmiu m 1 ,:•iun ill for (lie Fast -Track 1'elmilling
ofhul13 Slations,and Force klains ,Oatcst_version). Although other profcssionals niay have developed certain portions of this
submittal package, inclusion of Ihcse materials tinder 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 143-215.011, 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 S10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non -coin piiance With the applicable Rules and design criteria, illay subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
]Forth Carolina Pr(&Mionaf Engincer's seal, signature, and dale: N CAROZZ
. _ �o��ss,o� ti,9
I. r.
SEA
/ 4
,G �'t1f2.4l22.
t NEti-
G�
3. Applicant's Certification per ISA NCAC 021' .0106(b):
1. _ C1�andra. �aYme'r attest that this application lbrSouth Selma Izciigna)l,i'um p Si tiktion
(Signature Auihorny Name from Application Item 1-3 ) (Project Name, lion Application item H.1)
attest that this application has been reviewed by ale and is accurate and complete to the best of my knowledge.
I inidersland that il' all required parts of this application are. not umlplcted and that if all required supporting documciilation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater frolli this non -discharge syslein to surface waters or [lie land will result in an iminediate enforeenlent
action that may include civil penalties, injunctive relief, andiorcrinlmal prosecution. I will snake rwclainl againstthc Division
of Water Resources Should a condition of this perinit be violated t also undcrstarld that if all required parts of this application
package are not completed and (lint 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 1.13-;! 15.6 A and 14 1 1 5.611, 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 tine [lot to exceed $10,000 as well Is civil penalties up to $25,000 per violation.
.i1f;Ili1lF11'C:
.�
p�,�,,,,L,� _
note:—L1r).[.!'_
VOltA FTA 06-21
Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
f Ilt i .iI kV,htt-t J i 4 111Lt 1 ,.t Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: South Selma Regional Pump Station
More than one FTSE may be required for a single project if the owner of the WWTP is irot responsible for all pinup
stations along the route of (lie proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Regional Wastewater Facility
b. WWTP Facility Permit 11: NCO030716
Al! f rows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.3909
e. WWTP facility's actual avg. flow 6.741
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility 9,1321
h. Percent of permitted flow used 71 % actual, 96.1 % w/ a er
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm i pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MOD
MOD
Flow, MGD
MOD
Flow
Capacity***
SEPF
41331
3.4560
1.4446
1.1765
0.006
1.1825
0.262034
Buffalo
40380
6.9120
2.7648
2.2890
0.2099
2.4990
0.265832
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pQ not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is -f 0.
Downstream Facility Name (Sewer); Selma Equalization & Pumping Facility
Downstream Permit Number: WQ0041331
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
Page 2 of 6
FTSE 10-18

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BOHLER ENGINEERING NC, PLLC
4130 ParkLake Avenue, Suite 130, Raleigh, NC 27612
Professional Engineering Services Telephone: [phone]
LETTER OF TRANSMITTAL
VIA: Fed Ex
TO: Raleigh Regional Office RE: South Selina Regional Pump Station
Water Quality Section US 70
3800 Barrett Drive Selma, NC
Raleigh, NC 27609 Johnston County
ATTN:
DATE: November 21, 2022
JOB NO: NCR201052
WE ARE SENDING YOU ❑ Shop dra%vrngs ❑ Copy of letter ®Attached ❑ Frnis ❑ Change order
COPIES DESCRIPTION
1 Fast Track Application
1 FTSE Application
1 Aerial Map
1 USGS Map
I Existing Sewer Network Map
I Cover Sheet & Transmittal
These Are Transmitted: ® For approval El For your use
❑ For review and comment []Approved as submioed
❑ Returned for corrections
REMARKS:
❑As requested
❑Approved as noted
Included please find our Fast -Track Sewer submittal for the proposed `South Selina Regional Pump Station' site
along US-70 in Johnston County. The pump station includes f9,725 linear feet of 16" PVC forcemain from the
subject site to the existing Noble Street Equalization Facility. If you have any questions or require additional
information, please do not hesitate to contact this office at [phone].
Thank you,
Paul Asche, PE
paschefa' bohlereng.com

Robinson, Jason
From: Paul Asche <[e-mail]>
Sent: Thursday, December 8, 2022 7:04 PM
To: Robinson, Jason; Thomas, Zachary T
Cc: Kurtz, Cassidy; [e-mail]; [e-mail];
[e-mail]; Manuel, Vanessa; Vinson, Scott; ncr201052
@nf.bohlereng.com; Charlie Yowell
Subject: [External] RE: WQ0043778 - South Selma Regional Pump Station & Forcemain
(Johnston)
Attachments: 0 - Cover & Transmittal - South Selma Regional FastTrack.pdf; 01 - FTA-05-21 . South
Selma Regional Sewer Fast Track Application.pdf; 02B FTSE-10-18 - Johnston
County.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam:
Jason/Zach — Attached please find a cover sheet/narrative as well as updated/signed forms and responses to your
questions below in red.
1. Section IX ##5 has been marked "yes" for requiring coverage under a 404/401 permit. Please provide the status
of or the permit number of the coverage/authorization. You can include this in the narrative or in response to
this email.
a. Permit is currently under review and we are expecting approval by end of next week. A copy of the
permit approval will be provided once received.
2. Since the lines are totaling approximately 9,725 LF and a 401/404 was checked as required — I wanted to make
sure that there are no high priority lines that will be part of the extension project.
a. No high -priority lines are proposed as part of this extension project
3. The submitted FTSE 10-18 appears to be from a previously issued permit (WQ0043120). Please provide an
updated FTSE Form that contains current information and signature for the submitted South Selma Regional
Pump Station & Forcemain project.
a. Included with this submittal is the revised FTSE form for the South Selma Regional Pump Station &
Forcemain Project
4. There was no cover letter submitted with the application or narrative added as part of any of the provided
documentation. Please provide a more detailed description of the requested permitting action as described in
Section 8 of the application instructions page.
a. Cover letter/Transmittal with more detailed description of requested permitting action included with this
submittal.
Thanks!
Paul Asche, P.E.
Project Manager
o 919-578-9000 / [e-mail]
BOHLER
From: Charlie Yowell <[e-mail]>
Sent: Monday, December 5, 2022 11:18
To: Robinson, Jason <[e-mail]>; Paul Asche <[e-mail]>;

[e-mail]
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <[e-mail]>;
[e-mail]; [e-mail]; Manuel, Vanessa <[e-mail]>; Vinson,
Scott <[e-mail]>; [e-mail]
Subject: RE: WQ0043778 - South Selma Regional Pump Station & Forcemain (Johnston)
Hi Jason — apologies on the delay in response here. Stepping in for Paul since he is out today/tomorrow right now for
Jury Duty, yes we do plan on responding back to you this week. We received updated signed applications from Chandra
on Friday and we are finalizing / compiling the package this week to resubmit to you for review.
Thanks!
Charlie Yowell, P.E.
Principal
o 919-578-9000 / c 540-461-0373 / [e-mail]
BOHLERO/
From: Robinson, Jason <lason.t.robinson(@ncdenr.goy>
Sent: Monday, December 5, 2022 11:16 AM
To: Paul Asche <[e-mail]>; [e-mail]
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <[e-mail]>;
[e-mail]; [e-mail]; Charlie Yowell <[e-mail]>; Manuel, Vanessa
<vanessa.manuelPncdenr.gov>; Vinson, Scott <[e-mail]>
Subject: RE: WQ0043778 - South Selma Regional Pump Station & Forcemain (Johnston)
EXTERNAL: Use caution with attachments and links.
Paul & Chandra,
We're following -up on this sewer extension application. We (DWR) have requested additional information three times
going back to October 611' (see emails below). No response has been received. The 2T Rules state that applications
should be returned if additional information is not provided within 30 days.
Please let us know if you plan to respond to our October 6ta email this week. If not, the application will be returned
------------
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 Permittinq Llodates"

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Carolina Put dx Records Lat,:i ar:d may be disclosed to. thiro' pe,r-ties.
From: Robinson, Jason
Sent: Thursday, November 17, 2022 4:09 PM
To:'[e-mail]' < asche bohleren .com>; '[e-mail]'
<[e-mail]>
Cc: Kurtz, Cassidy <Cassidy.Kurtz@ncdenr.,g >; Thomas, Zachary T <zachar .thomas ncdenr. ov>;
'[e-mail]' <[e-mail]>;'[e-mail]'
<mike.keen(cDiohnstonnc.com>; Charlie Yowell <c owell bohleren .com>
Subject: RE: WQ0043778 - South Selma Regional Pump Station & Forcemain (Johnston)
Paul & Chandra,
We're following -up again on this. The questions in Zach's 10/6 email below need to be addressed before review can
continue on this application.
-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"
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Email carresponderrce to and fr-ory) this address rs subject to the Norih
Cero;fna Pulbkc Records Laty a0d may, �o disclosed to third pafl,`es.
From: Robinson, Jason
Sent: Tuesday, November 1, 2022 3:53 PM
To: [e-mail]; [e-mail]
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <zachar .thomas ncdenr. ov>;
[e-mail]; [e-mail]
Subject: RE: WQ0043778 - South Selma Regional Pump Station & Forcemain (Johnston)

Paul & Chandra,
Zach's questions from his 10/6 email below need to be addressed before review can continue on this application.
------------
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"
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Email ccsrespondence to and from this address rs sul)ject to the P ot-tl.
Carolina Public Records Lain and -,ray be disoi0sed to third poil;es
From: Thomas, Zachary T <zachar .thomas ncdenr. ov>
Sent: Thursday, October 6, 2022 4:12 PM
To: pasche@bohlereng com; [e-mail]
Cc: Kurtz, Cassidy <[e-mail]_v>; Robinson, Jason <[e-mail]>
Subject: WQ0043778 - South Selma Regional Pump Station & Forcemain (Johnston)
Hello,
After a review of the submitted sewer extension a lication for the South Selma Regional Pump Station proiect. we
have the following questions:
1. Section IX #5 has been marked "yes" for requiring coverage under a 404/401 permit. Please provide the status
of or the permit number of the coverage/authorization. You can include this in the narrative or in response to
this email.
2. Since the lines are totaling approximately 9,725 LF and a 401/404 was checked as required — I wanted to make
sure that there are no high priority lines that will be part of the extension project.
3. The submitted USE 10-18 appears to be from a previously issued permit (WQ0043120). Please provide an
updated FTSE Form that contains current information and signature for the submitted South Selma Regional
Pump Station & Forcemain project.
4. There was no cover letter submitted with the application or narrative added as part of any of the provided
documentation. Please provide a more detailed description of the requested permitting action as described in
Section 8 of the application instructions page.
Please let me know if you have any questions.
Thank you,
Zach Thomas

Environmental Program Consultant, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] 1 Cell: [phone]
zachary.thomas@ncdenr.p,ov
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Email correspondence to and from this address is subject to the North Carolina Public Records law
and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID 19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.