WQ0043433_Application (FTSE)_20220427

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: oo q 5�31 e cumpleted by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
Applicant's name: Town of Benson (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑ General Partnership
❑ Federal
❑ State.:County ® Municipal
3. Signature authority's name: Tim Robbins per 15A NCAC 02T .0106t bl
Title: Public Works Director
4. Applicant's mailing address: PO Box 69
City: Benson State: NC
Zip: 27504-_.
5. Applicant's contact information:
Phone number: [phone]
Email Address: [e-mail]
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
4,0
d
l0
��Llf
h �o
�j
1. Project name: Warehouses A & B for Berry Global
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermittProject
If a modification, provide the existing permit number: WQ00 ._. and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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: 35.366801 ' Longitude:-78.5562471
5. Parcel ID (if applicable): 153806-28-6311 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
. Professional Engineer: Joe E. Godwin, Jr License Number: 028919
Firm: Enoch Engineers, PA
Mailing address: 1403 NC 50 S
City: Benson State: NC Zip; 27504-_
Phone number: S{ 119,) 894-7765 Email Address: iegodwin rQgmail.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Benson WWTP Permit Number: NCO020389
Owner Name: Town of Benson
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQCS00109
2. Downstream (Receiving) Sewer Information: 10 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00109
Owner Name(s): Town of Benson
FORM: FTA 06-21 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes ❑ No ® NIA
2. If the Applicant is a Developer of lots to be sold, has a peueloper's Operational Agreement (FORM: DEVI been attached?
❑ Yes [-]No ®NIA
3. If the Applicant is a Home/Property Owners' Association, has an H0A!P0A.4perational Agreement [FORM: HOAI and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and?or Motels
❑ School ! preschool ! day care ❑ Medical i dental i veterinary facilities ❑ Swimming PooliClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses I offices ! factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: ° o Domestic 100 % Commercial . . _ % Industrial (See 15A NCAC 02T .0 I 2 )
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T AI 14()? [:]Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14(f))
Daily Design Flow','
No. of Units
Flow
Warehouse — Bldg A (Loading Dock Bays)
100 gallbay
16
1600 GPD
Warehouse Bldg B (Loading Dock Bays)
100 gal/bay
24
2400 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
4000 GPD
a See 15A NCAC 02T_.Q.I 14{.b]��d�,_{e _I1 and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in Ci„S, A2A-4).
b Per 15A NCAC 02T _0114(c), design flow rates for establishment; not identified [in table .15A NV AC' 0? 1'.0 [ 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4000 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump StationlForce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date: .. .
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain): _ . __.
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 140 PVC, SDR 35
➢ 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 requirements is not allowed and a violation of the MDC
Vilflf. PUMP STATION DESIGN CRITERIA (If Applicable)-, 02T .0305 & MDC (Pump StationsJForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: BERRY GLOBAL PUMP STATION
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.365664° Longitude:-78.555295°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: .004 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 39 gallons per minute (GPM) at 59 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
756
PVC, SDR 21
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I �A N('AC 02T .0 Mfh)( t ):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - I SA 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separationslalternatives found in 15A NCAC 02T .0305(f) & f)? ® Yes ❑ Tit-..
15A NCAC 02T.0305 contains minimum separations that shall he provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, 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-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
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
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T_0305(I) or ( see Section X.1 of this application
' 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305tf1 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 NC Surface Watgr C silficad!ons %Ycbpg
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑ N.-'A
➢ If no, please refer to 15A NCAC I &C.0906(f) for documentation requirements and submit a separate document,
signedisealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200" ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213,0202
5. Does the project require coverage/authorization under a 404 Nationwide. -individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage;'authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c46) (additional permitslcertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105ic1(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 contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc_).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02L the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest, version) as applicable?
® Yes ❑ No
If no, 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 nermit, 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
si nificant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
1, Joe E. Godwin Jr. PE attest that this application for JWarehouses A & B for Berry Global
(Professional Engineer's name from Application item Ill. I.) (Project Name from Application Item II.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 Cr ieria for the Fast. -Track Pcrinittinw
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 1 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. 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 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Tim Robbins attest that this application for Warehouses A & B for Berry Global
(Signature Authority Name from Application Item 1.3.) (Project Name from Application item 11.1)
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. 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 S25,000 per violation.
,y
Signa�e_= Date- `l��
FORM: FTA 06-21 Page 5 of 5

uocuaign tnveiope iu: na�u �auu 5ucss�+y5u vtr�-tr tsuuu i tic, sn
Hoch
ngoch
Consulting Engineers & Surveyors
1403 NC Highway 50 South
Benson, North Carolina 27504
Phone:[phone]
Fax: (99)894-8i90
Email: general krY;enochengineers.com
April 24, 2022
Division of Water Resources
Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
Reference: Cover Letter. -Project Narrative for
Warehouses A & B for Berry Global
Chicopee Rd., Benson, NC
Johnston County
NC Dept °fEnylrOnmen
ta! Quality
APR 2
Raleigh Regional 0
flee
Enclosed are one original & one copy of Fast Track Application (FTA 04-16, Form FTSE, a USGS
Topographic Map with the site depicted, and an application fee of $480.00 made payable to NC
Department of Environmental Quality.
The Warehouses A & B for Berry Global consists of 2 separate warehouses on a 39 acre site. Sewer
effluent shall be commercial and was estimated based on the number of loading bays planned for each
warehouse. A total flow of 4,000 gpd is estimated (per 5A NCAC 02T .114) for both warehouses
combined. The gravity sewer system shall comprise of 2 manholes, one near each warehouse, and
approximately 140 feet of 8" PVC pipe. Due to elevation constraints, a pump station will be required to
lift the effluent up to the nearest existing sanitary sewer manhole with a force main running
approximately 750 feet. The pump station is designed and planned to only serve the two warehouses.
After review, if you have any questions or need additional information please contact me at 540-450
4508. Thank you.
— -- DS
Respectfully,
DocuSigned by:
q��
339EA4405059480...
Joe E. Godwin, Jr., PE, PLS
Enoch Engineers, PA
``��titiri 1111 rllrl� �
CA Ro'%
•a SEA L
• 28919 —
t
c S Is
goose* so
4/24/2022

{
Entity Requesting Allocation:
Town of Benson
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Traelting for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: Warehouses A & B for Berry Global
More than one FTSE may be required for a single project If lire owner of lire WWTP is not responsible for all pnunp
stations along the ronle of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Benson WWTF
b. WWTP Facility Permit M NCO020389
All florvs are in MGD
c. WWTP facility's permitted flow I.I.
d. Estimated obligated flow not yet tributary to the WWTP 0. 1 1 _2.
e. WWTP facility's actual avg. flow 1.30
f. Total flow for tlus specific request 0.004
g. Total actual and obligated flows to the facility j M6.
h. Percent of permitted flow used 75'
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)
P
(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 / p0,
Avg. Daily
Daily Flow,
Obligated
Available
Number) No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Lt�r�cr 5. -
0..57(p
0.150
0.02-4
0,004
0.0S
d. 5AJg
* 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 facto'
(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 t 0.
Downstream Facility Name (Sewer): _roLo *-V oe!SoPI
Downstream Permit Number: _ W Q C S 00109
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I T�ICnyxx\M-V VI aj--#- 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 patty. 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
l n-Tffim 1C�IJUY'
Title of Signing Official
3
,\m
Date
Page 2 of 6
FTSE 10-18

Aerial Location Map:
.p
301 �F�
C9, SITE
95
N
00
W E
s VICINITY MAP
NOT TO SCALE
Lat/Long:
35021'60.0"N 78033'24.2"W
35.3666579-78.556733
sAPO
de leloe
6141,
'' �
nr
�a1c14,h
U��

'A
Ij
4 d
'T'
T
I