WQ0043832_Application (FTSE)_20220928

NC Dept of Environmental QualttY
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A Nettilti$tivsoiopiffoetr`K SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
SEP 2 8 2022
Application Number:U.4 0o143832.k completed by DWR)
All items must be completed or the application wilt be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Smithfield (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: Ted Credle per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: PO Box 761
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
smithfield-nc.com
II. PROJECT INFORMATION:
1. Project name: Whitley Townes
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: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5241" Longitude:-78.3603'
5. Parcel ID (if applicable): 15084001
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Michael Socks License Number: 19843
Firm: Stocks Engineering, P.A.
Mailing address: PO Box _I 108
City: Nashville State: NC Zip: 27856-
Phone number: [phone] Email Address: mstocks(c,,stocksengineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnston County Regional Wastewater Facility Permit Number: NC0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0060 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00270
Owner Name(s): Town of Smithfield
FORM: FTA 04-16 Page 1 of5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N;'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV1 been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/'Property Owners' Association, has an Operational Agreement (FORM: HOAR been attached?
❑ Yes ❑No ®NJA
4. Origin of wastewater: (check all that apply);
❑ Residential Owned ❑ Retail (stores, centers, malls)
❑ Residential Leased
❑ School / preschool/ day care
❑ Food and drink facilities
❑ Businesses/ offices / factories
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Horne
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
•
% Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(10? ® Yes
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool !Clubhouse
0 Swimming Pool. Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(1))
Daily Design Flow a,b
No. of Units
Flow
Single Family Residential
270 gal/unit
68
18,360 GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
Total
18,360 GPD
a See 15A NCAC 02T .01 14(b). (d). (e)(I) and (e)(2J 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 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0I 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 18,360 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 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
Material
8
301
DIP
8
1,123
SDR-35 PVC
> Section II & I11 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
VIl1. PUMP STATION DESIGN CRITERIA (If Applicable) 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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 (IDH)
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 .03051h)11):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(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 - I5A NCAC 02T
.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 (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 tirneframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T .O30 f.au
➢ 15A NCAC 02T.0305(I) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (v_erticai-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 II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I 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
Any 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 swirnrnin,Epools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpagg
➢ If noncompliance with 02T.000 1cr(g)a see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
➢ 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
> As built documents should reference the location of areas effected
® Yes ❑ No
3. Does the project cornply with all setbacks found in the river basin rules per I5A NCAC 02B .0200? ® Yes ❑ No
> This would include Trout Buffered Streams per 15A NCAC 2B.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 for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0I05(cX6) (additional permitsicertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6I, 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 I5A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strearnbanks that is subject to erosion that underrnines or deteriorates the sewer.
® Yes ❑ No
➢ 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 perm ittee or its representative at least once every six -months and inspections
documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Station;
and Force Mains (latest version}, and the Gravity Sewer Minimum Design Criteria (latest version as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, Archi„Erai.Srix.414 , attest that this application for /KxT't-gy f o✓DES
(Professional Engineer's name from Application Item III I.) (Project Name from Application Item 11,1)
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,
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 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCACWiZq,x
s•`--HCAR --...-
North Carolina Professional Engineer's seal, signature, and date: g.t •.•••..�(�
• s Chad 1 a SEAL
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, _Ted Credle, Director of Public Utilities , attest that this application for _Whitley Townes
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item TI,1)
attest that this application 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. 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:
C,JAA,
Date: 7-20-22
FORM: FTA 06 21 Page 5 of 5

" Dept of Environmental Quality
SEP 2 8 2022
Raleigh Regional Office
t)IVi�;lerri of 'Alter ltetiorrrrr°,
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Smithfield
Project Name for which flow is being requested: Whitley Townes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for nllpump
stations along the route of the proposed rvastervaler flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: C.ICRWWTF
b. WWTP Facility Permit : NC0030716
c. WWTP facility's permitted flow
All flows are in MGD
9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.3920 incl bulk cust
e. WWTP facility's actual avg. flow 6.741
f. Total flow for this specific request 0.01836
g. Total actual and obligated flows to the facility 9.1513
h. Percent of permitted flow used 71 % actual, 96.3% w/paper
II. 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:
Pump Pump
Station Station
(Name or Permit
Number) No.
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm / pt),
MGD
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Tributary Flow Plus
Avg. Daily Daily Flow, Obligated Available
Flow, MGD MGD Flow Capacity***
* 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
(pi) 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): Neuse River Interceptor Replacement
Downstream Permit Number: WQ0016447
Page 1 of 6

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
Date
Page2of6
trrc1n10

DWR
NC Dept of Environmental Quality
S€P 2 8 2022
Raleigh Regional Offi •
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
low Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Whitley Townes
More $Ium one FTSE may be required for a single project if the owner of the WWTP is not responsible for rr/l pump
stations along the route of the proposed wastewater flow.
I. 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 #: NC0030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 0.0
e. WWTP facility's actual avg. flow 6.32
f Total flow for this specific request 0.01836
g. Total actual and obligated flows to the facility 6.34
h. Percent of permitted flow used 63.2%
II. 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 l pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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
(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): Central Johnston County Regional
Downstream Permit Number: NC0030716
Page 1 of 6
FTSE 10-18

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.
Iz/za
Signing Official Signature ate
Dig gang c'F Post k.. 071 Lire ES
Title of Signing Official
le
rag. CoJV&Y,4/v'GS 5YSTEM aN'L y
Page 2 of 6
FTSE 10-18

Sewer Project Narrative
For
Whitley Townes
The Whitley Townes development is a residential development that consists of 68
townhome units and will be located on a 10.74 Ac. parcel. The wastewater generated by
this residential area was calculated using the Flow Reduction Approval for the Town of
Smithfield (WQCS00270) dated February 25, 2022. A flow of 180 gallday per for the
first (2) bedrooms and 90 gallons per day for each additional bedroom was used to
calculate total flow. There are 3 bedrooms per lot bringing the daily flow for the project
to be 18,360 GPD. It will consist of 100% residential flow. The sewer system will be
constructed of approximately 1,123 LF of 8-inch PVC and 301 LF of 8-inch DIP
gravity sewer line including 10 new manholes. The wastewater treatment plant facility
that will be handling this flow is the Central Johnston County Regional Wastewater
Facility (Permit # NC 0030716). The permitted flow for the WWTF is 9.5 MGD and
after the allocation of the Whitley Townes's flow the WWTF will operate at 63.2% of
its total capacity.

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,DocuSign Envelope ID A306C5E3-9BD0-418C-9156-7294E945F663 xSUtt1 NC Dept OfEipvironmental Qualii}
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
February 25, 2022
Mr. Walter Credle P.E., Public Utilities Director
Town of Smithfield
230 Hospital Road
Smithfield, NC 27577
Subject: Residential Flow Reduction Approval
Town of Smithfield (WQCS00270)
Johnston County
Dear Mr. Credle:
SEP 2 8 2022
Raleigh Regional Office
NC Dept of Environmental Quality
SEP 28 2022
Raleigh Regional Office
On August 5, 2021, the Division of Water Resources (Division) received a request for an
adjusted daily sewage flow rate (flow reduction) that would apply to all permitted but not yet
tributary residential connections and all future residential connections within the Town of
Smithfield service area. Additional information was requested by the Division and was received
on January 5, 2022.
In accordance with 15A NCAC 02T .0114(f), the Division has evaluated the request, and based
on the data submitted, the Division hereby approves for use by the Town of Smithfield an
adjusted daily sewage design flow rate with the following conditions:
• The flow reduction is applicable to residential single-family dwellings only.
• The minimum flow for 1- and 2- bedroom dwellings shall be 180 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 90 gallons
per day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to the Town of Smithfield collection system (WQCS00270).
Future sewer extension applications should be made using the flow reduction amount stated
above. All other aspects of the permitting process remain unchanged, and all applications must
be in compliance with the statutes, rules, regulations and minimum design criteria as certified by
the owner and engineer.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connectionfsI.
North Carolina Department of Environmental Quality i Division of Water Resources
512 North Salisbury Street l 1617 Mall Service Center I Raleigh, North Carolina 27699-I617
919.707.9000

,DocuSigi Envelope ID: A306C5E3-913D0-418C-9156-7294E945F663
In accordance with I5A NCAC 02T .01 I4(f), the Division periodically requires reassessment of
wastewater flow data associated with the collection system or the receiving wastewater treatment
plant as applicable to confirm the suitability of the approved flow reduction value. The Town of
Smithfield shall submit documented, representative data in accordance with I5A NCAC 02T
Al 14(f)(I)(A-H) prior to the expiration date of collection system permit no. WQCS00270 on
September I, 2029. Failure to submit the required data by this date will result in this flow
reduction approval letter becoming null and void. Upon review of the data, the Division shall
either reapprove, modify or not grant reapproval for the previously approved flow reduction
value.
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and/or modifying the flow reduction as allowed by the laws, rules, and regulations
contained in I 5A NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters,
and/or wastewater treatment.
If you have any questions, please contact Charlie Miller, P.E. at [phone] or by email at
Chartie.Milleri ncdenr.gov.
Sincerely, uswMab
C�ta.l. mate
G64531431641FE
for S. Daniel Smith
Director, Division of Water Resources
by Michael Montebello
Municipal Permitting Unit, Division of Water Resources, DEQ
CC: Genevieve Versteeg, Wooten Company ([e-mail])
Carl Scharfe, P.E., Wooten Company ([e-mail])
Chandra Farmer, P.E., Johnston County (chandra.farmer@[ohnstonnc.com)
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
Page 2 of 2

NC
LETTER OF TRANSMITTAL Wept of Environmental Qu aR
J. Michael Stocks, PE
252.903.6891
Stocks Engineering, PA
PO Box 1108
Nashville, NC 27856
252.459.8196
SEP 2 8 2.022
Raici }lujog epff ice
252.382.0012
To:
Ted Cashion
NCDEQ-DWQ
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone:
919-791-4252 Overnight
"o
Yes
We are sending you the following:
❑ EC Plans
❑ Contracts
Job No.
2021-01
Job Name:
Whitley Townes
Smithfield, NC.
Date:
9/26/22
Sent By:
Ethan Averette
❑ Construction Plat 0 Site Plan Drawings
x Permit Applications 0 Site Work Calculations ❑
0 Prints/Plans
These are transmitted as checked below:
x For Approval ❑ As Discussed
0 For Review and Comment
❑ For Your File ❑ As Requested
❑ For Your Signature, then return to.
❑ Computer Disk
0 For Your Use
Copies
Date
Description
2
9/19/22
Fast Track Sewer Application w/ Flow Reduction Letter
2
9/19/22
Flow TrackinglAcceptance for Sewer Extension Applications (Town of Smithfield)
2
9/19/22
Flow Tracking/Acceptance for Sewer Extension Applications (Johnston County)
2
9/19/22
USGS Map with location of site shown
2
9/19/22
Street Map of Surrounding Area
2
1
9/19/22
Sewer Project Narrative
9/19/22
Permit Fee Check
Remarks:
Copies To.