WQ0041746_Application (FTSE)_20200608

i State of North Carolina
DW.
Department of Environmental Quality RDivision of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: O (� obe completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name- Town of Smithfield (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ StatelCounty ® Municipal
3. Signature authority's name; Ted Credle per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 230 Hospital Road
City: Smithfield State: NC Zip: 27577-_
5. Applicant's contact information:
Phone number: (919) 934-21 I6 Email Address: ted.credlePsmithfield-nc.com
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
[0060pt of Environmental Quality
JUN 8 2020
Raleigh Regional office
1. Project name: Johnston County Detention Center
2. ApplicationlProject status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number. WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.501662' Longitude:-78.307547
5. Parcel ID (if applicable): 260300-67-6920
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
i. Professional Engineer: Chad Simmons, PE
License Number: 40363
Firm: McGill Associates
Mailing address: 5400 Trinity Road, Suite 107
City: Raleigh State: NC Zip: 27607-
Phone number: (919) 378-91 1 1 Email Address: chad.simmons me illassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnston Counter WWTP Permit Number: NCO030716
Owner Name: Johnston County Public Utilities o
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch !
5stcm Wide C'allcction System Permit N_u_mbeL(s if annlicabl_e_): WQCS
Owner Namc(s):��
FORM: FTA 04-16 Page 1 of 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
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
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, Gales, 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, Dupiin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[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 FORM: FTA 04-116 & SUPPORTING DOCUMENTATION Page 3 of

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Ycs ❑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 Homc Propervy 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 l preschool i day care ❑ Medical I dental I veterinary facilities ❑ Swimming Pool lClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses..' offices / factories ❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater. 100 % DomesticiCommercial 0 % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
'Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a Flow reduction been approved under 15A NCAC 02T .0114 ? ❑ Yes ® No
T- If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 211.0114
Daily Design Flow 's
No. of Units
Flow
Institution - Inmate
120 gal/day
400
48,000 GPD
Institution - Staff
I0 galiday
100
1,000 GPD
gall
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
49,000 GPD
a See I SA NCAC 02T .01 14(b). (d). (c)(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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A [qCAC 01T.0114) shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 49,000 GPD (per 15A NCAC 02T .0114)
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 Iine
❑ 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 Pagc 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC(Gravity Sewers :
1. Summarize gravity sewer to be permitted_
Size (inches) Length (feet) Material
g 51 DIP
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIii. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Paimp Stations. -Force plains :
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 point(s) of the pump(s): gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .030�:
❑ 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
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
i- It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (028.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 021.0�105 &
> 15A NCAC 02T.0305(f) contains minimum separations that shall he provided fnr sewer evetPmr-
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class If impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
AnX basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimm ng pools
10 feet
Final earth gmde vertical
36 inches
�i, 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
D If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
t 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
►- This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
r- Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)i6) (additional permits/certifications)? ® Yes ❑ No
Per 1.5A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location)
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 1 SA NCAC 02T, the Minim um_Dcsign 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. Arivroval of the request is required Prior to submittal of the Fast Track Arinlication and supoorting documents.
2. Professional Engineer's Certification:
1, _ t:1/Enl f= L 1/1/i IA/1� Jsjs attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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:
:C17 SEAL r; r
40363
3. Applicant's Certification per 15A NCAC 02T .0106(b):
G,r _ kc , Pi r4G 6 r o � �v_�o � + e- ) +-, I + I-"�5 attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution_ I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A 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: i-t-tJl _cL__ pate: {0 — 5_,"
FORM: FTA 04-16 Page 5 of 5

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FIGURE F-1
SELMA, NC AND FOR OAKS NE, NC — USGS 7.5min Quad Map — 2019
MCGILL ASSOCIATES 5400 TRINITY ROAD, SUITE 107, RALEIGH, NC 27607 1919.378.9111 / MCGILLASSOCIATES.COM

L A
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FIGURE F-2
AERIAL LOCATION MAP, JOHNSTON COUNTY GIS
MCGILL ASSOCIATES 5400 TRINITY ROAD, SUITE 107, RALEIGH, NC 27607 / 919.378,9111 J MCGILLASSOCIATES.COM

State of North Carolina
Department of Environmental Quality
{ Division of Water Resources
Nk
Division of Waiter Resources Flow Tracking for Sewer .Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Smithfield (connection to JCS stem
Project Name for which flow is being requested: Johnston County Detention Center
More that one FTSE may be regtrlrerl for a single project if the owner of the WWTP is not responsible for al! pump
stations along the route of the proposed wasteipater flaw.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central JohnstonCounty Regional WW Facility
b. WWTP Facility Permit #: NC 030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 1.8724
e. WWTP facility's actual avg. flow 5.970
f. Total flow for this specific request 0.0490
g. Total actual and obligated flows to the facility 7.8913
h. Percent of permitted flow used 62.8% actual, 83.1 % paper
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations Iocated 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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
NONE
* The Firm Capacity (design Row) of any pump station is defined as the maximum pumped flow
that can he 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
(pf) 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 < 0.
Downstream Facility Name (Sewer): CJCRWWTF
Downstream Permit Number: NC 0030716
Page 1 of 6
UIrVC 1A 10

III. Certification Statement:
I Ted Credle 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.
4--13-z.o
Signing Official Signalin•e
Dale
Ps' e.� rr � Pti1 li-e L� �►f //�i�'1'�S l v W ri o� �h�1� -f'i17 +`�� �
Title of Signing Official
�� Got1�G�ia� $5!'�� 4�
Page 2 of 6
FTSE 14-18

III. Certification Statement:
I _ Chandra C. Farmer, P.E. �Y 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 Iocal 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
fAw( 9 W11AMN
Title of Signing Official
Page 2 of 6
FTe P 1 !L 1 Q

IVA Shaping Communities Together
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June 5, 2020 NC Dept of Environmental Quality
Division of Water Resources
Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive
Raleigh, NC 27609
To Whom it May Concern,
JUN - 8 2020
Raleigh Regional Office
RE: Fast Track Sewer Extension
Application
Johnston County Detention Center
Johnston County, North Carolina
Please find the following items enclosed for your review:
1. One (1) original Fast -Track Sewer System Extension Application with supporting maps_
2. One (1) copy of a Fast -Track Sewer System Extension Application with supporting maps.
3. Two (2) copies of the Flow Tracking Form.
4. Review fee check in the amount of $480.00.
This project includes approximately 51 linear feet of gravity sewer extension to serve a property to
be developed as a new detention facility in Smithfield, NC. The new line will tie into the Town of
Smithfield's existing gravity sewer line.
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.
- - �::),: X - �- / (f. . -� zt: - �
Chad Simmons, PE
Senior Project Manager
Sewer Permit — Cover Letter
MCGILL ASSOCIATES 5400 TRINITY ROAD, SUITE 107, RALEIGH, NC 27607/ 919.378,9111 / MCGILLASSOCIATES.COM

(<�4� 7-r) er.:r �
From: Chad Simmons chad.simmons@mcg4l ssociates.com
Subject: [External] RE: Johnston County Detention Center fast track sewer
extension application, WQ0041746
Date: Jul 10, 2020 at 10:11:03 AM
To: Cashion, Ted [e-mail],
[e-mail]
Cc: Robinson, Jason ,[e-mail], Deck, Erin M
[e-mail]
NEW, ;ictern-al email_ Do not click links or open attachments unless you %,crify. Send
al! suspicious email as an attachment to
Ted,
Here's the missing data from Section V:
Permit No.: NCO030716
Downstream Receiving Size: 8"
System Wide Collection Permit No.: WQCS00270
Owner: Town of Smithfield
The flow rate for staff was obtained from the MEP designer who
referenced the ASPE (American Society of Plumbing Engineers) data
handbooks for estimating sewage flows in buildings.
Table 8-7
Typical Waste -Water Flows from Institutional Sources
Waste -Water Flow,
gpolunit (Lldfunit)
Source
Unit
Range
Typical
Hospital, medical
Bed
132.0-251.0 (500-950)
172.0 (650)
Employee
5.3-15.9
(20-60)
10.6 (40)
Hospital, mental
Bad
79.3-172.0
(300-M)
106.0 (400)
Employee
6.3-15.9
(20-60)
10.6 (40)
Inmate
79.3-159.0
(300`600)
119.01450)
Employ"
5.3-15.9
(20-60)
10.6 (40)
Rest tome
Resident
52.8-119.0
(200-450)
92.5 (350)
Employee
5.3-15.9
120-60)
10.6 (40)
School, day
With cafeteria, gym, showers
Student
15.9--W.4
(60-115)
21.1 (80)
With cafeteria only
Student
10,6-21.1
(40-80)
15.9 (60)
Without cafeteria, gym, showers student
5.3-17.2
(20-65)
10.6 (40)
School, boarding
Student
52.8-106.0
(200-400)
74,0 (2W)
Thanks,
Fri
Mcgili Shaping
Communities
Together
_ m[�rgillassociates.coml
Chad Simmons PE
Project Manager

McGill Associates, P.A.
5400 Trinity -Road, Suite 107, Raleigh, NC 27607
T 919.378,9111
c 919.810.1476
[e-mail]
nc illassociates.com [mcQillassociates.comj
From: Cashion, Ted �[e-mail]>
Sent: Saturday, June 27, 2020 10:27 AM
To: ; Chad Simmons
¢chad.simmons@ mcgiilassociates.com>
Cc: Robinson, Jason <jason.t.robinsan ncdenr.gQ >; Deck, Erin M
<erin.deck@ ncdenr.ggY>
Subject: Johnston County Detention Center fast track sewer extension
application, WQ0041746
Hi Ted and Chad,
We are reviewing the subject application and have a couple of items
that need addressing.
• Item V of the application must be completed.
• In item V1.7, was the design flow rate of 10 gpd for institution staff
obtained from the flow rates in 2T .0114? If so, which specific
heading?
Thanks, we'll continue drafting the permit upon submittal of this
information.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254

Cashion, Ted
From: Cashion, Ted
Sent: Saturday, June 27, 2020 10:27 AM
To: [e-mail]; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: Johnston County Detention Center fast track sewer extension application, WQ0041746
Hi Ted and Chad,
We are reviewing the subject application and have a couple of items that need addressing.
- Item V of the application must be completed.
- In item VI.7, was the design flow rate of 10 gpd for institution staff obtained from the flow rates in 2T .0114? if
so, which specific heading?
Thanks, we'll continue drafting the permit upon submittal of this information.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(mncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D,- E
f
DrWr.�snt of 4mrt�r.;n;a! pws,
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