WQ0043667_Application (FTSE)_20220728

DWR
Division of Water Resources
FTSIT ?'tt8t EWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
RaICi'�1 -rrnajntrice
Application Number:Ike 00 (3h 49710 he comt,[ele{I h% I)N R?
All items must be completed or the application will be returned
I. :APPLICANT INFORMATION:
NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
Division of Water Resources
I. ;Applicant's name: Town of Benson (company, municipality. HOA, utility. etc.)
Applicant type: ❑ Individual
❑ Federal
❑ Corporation
❑ State/County
❑ General Partnership
® Municipal
3. Signature authority's name: Kimberly Pickett per I5A NC'AC 02T .0106(bi!
Title: Interim Town Manager
4. Applicant's mailing address: P.O. Box 69
City: Benson State: North Carolina Zip: 27504-_
S, Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
❑ Privately -Owned Public &!tility
❑ Other
II. PROJECT INFORMATION:
I. Project name: Weston Hills Subdivision
2. Application/Project status: ® Proposed i 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 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: 35.392 Longitude: -78.525
5. Parcel ID (ifapplicable): 154900-17-4756 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Gary J. McCabe, PE License Number: (132614
Firm: Red Line Engineering, PC
Mailing address: 123 Raleigh Street
City: Fuquay-Varina State: North Carolina Zip: 27526-_
Phone number: [phone] Email Address: gary.mccabea,rlenc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Benson Permit Number: NC0020389
Owner Name: Town of Benson
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch
CEI 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 I of 5

VI. GEN'ER,U. REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility. has a Certificate of Public Convenience and Necessity been attached?
❑Yes El No ®N'A
I f the Applicant is a Developer of lots to be sold, has a Developer's Operational At*reement !FORM, DEVI been attached?
❑ Yes ID No ®NA
3. lithe Applicant is a Home: Property Owners' Association, has an I-IOA POA Operational Agreement tFOR,M: HOAI and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes El No ®N•:X
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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
El Church
❑ Nursing Horne
['Car Wash
❑ Hotel and. or Motels
❑ Swimming PooUClubltouse
❑ Swimming Pool/Filter Backwash
['Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic %Commercial % Industrial (See I5A NCAC 02T _0103{201)
If Industrial, is there a Pretreatment Program in effect? 0 Yes El No
6. Has a flow reduction been approved under 15A NCAC 02T ,01 I4{l)? ❑ 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.0114(I))
Daily Design Flow "•'
No. of Units
Flow
Residential
120 galrbedroom (3 Bedrooms per Unit)
79
28,440 GPD
gal `Flo+VP'. *oo)
`�
GPD
gal.
GPD
gal
GPD
gale
GPD
gals'
GPD
Total
28,440 GPD
a See 15A NCAC 02T .01 14(b}, (dl, {e){ 1) and (el(2) for caveats to wastewater design Clow 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 .01 14(c), design flow rates for establishments not identified [in table I5A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns. and other measured data.
8. Wastewater generated by project: 28.440 GPD (per ISA NCAC'2T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Stationr'Force 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. GRAVI f1' SEW ER DESIGN CRITERIA (If Applicable) - 021 .0305 & NIDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
5,264
PVC (SDR 35)
Section !I & 1I I of the MDC for Permitting of Gravity Sewers contains information related to desigr_ 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 'UDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Pump Station # 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.391 • Longitude:-78.524.
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.028 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): 88 gallons per minute (GPM) at 71 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
1,410
PVC (SDR 2I )
If any portion of the force main is less than 4-inches in diameter. please identify the me hod of solids reduction per
MDCPSFM Section 2.OIC.I.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with ISA NCACO2T r0303thli I}:
® Standby power source or ❑ Standby pump
'- Must have automatic activation and telemetry - I5A NCAC 02T.0305(h)(I)(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 I5A NCACO2T.0305(h)(l)(CI:
❑ 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 0G-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS (02B .0200 & 15:A NCAC 02T .0305(0):
I . Does the project comply with all separationsfalternatives found in 15A NCAC 02T .0305c fi & t tte
I5A NCAC 02T.0305(fl 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)
18 inches
'Water 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. W S-I 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-I or WS-V). B. SA, ORW. I-IQ91, or 513 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(1) or g1. see Section X.I of this application
*I5A NCAC 02T.03051 e) contains alternatives where separations in 02T.0305( f) cannot be achieved. Please check eyes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpa e
Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No E N:A
If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed'sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N:'A
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: Neuse ❑ No
I f y es. 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 I5A NCAC 2B.0202
5. Does the project require coverage.authorization under a 404 Nationwideindividual permits El 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 I5A NCAC 02T.0I45tc1 61(additional permits.certifications)? ® Yes ❑ No
Per I5A NCAC 02T.0105tcIf 6t, 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 I5A NCAC 02T.0400, "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 ISA NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I SA NCAC 02T, the Minimum Desir;n Criteria thr the Permitting of Pump Stations
and Force Mainsjlatest versionl, 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
1VADC 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 proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, Gary J. McCabe, PE , attest that this application for Weston Hills Subdivision
1Proressrorral Engineers name from Application Item III I t (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. 1 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 Oravior Sewers {latest versionl, and the (Minimum Design Criteria for the Fast -Track Permilline
of Pump Stations and Force Mains {hales# 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.
COTE In accordance with General Statutes I43-215.6A 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 S10.000, as well as civil penalties up to S25,000 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 NCA 56.0701)
,,,,q,n
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I5A NCAC 02T .0106(bl:
4 S r
032814
06/21/2022
1. Kimberly Pickett , attest that this application for _Weston Hills Subdivision
(Signature Authorr) Name Tram Application Item 13 I (Project Nance faun Application Ikea 11 11
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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, andfor criminal prosecution. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. 1 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 I43-215.6A 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.
Signatur
Atti Bate: J /A 1 I Z
FORM: FTA 06-21 Page 5 of 5

sug. vl*R £.'wwtl_
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nivkiena n& Wafer acvntu'i r-.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: 550 Cash, LLC
Project Name for which flow is being requested: Weston Hills Subdivision
More than one FTSE Wray be repaired for a single project if the owner of the WWTP is not responsible for all pump
stations along the route 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 WWTP
b. WWTP Facility Permit #: NC0020389
Ali flows are iu MGD
c. WWTP facility's permitted flow 1.900
d. Estimated obligated flow not yet tributary to the WWTP 0.421
e. WWTP facility's actual avg. flow 0.968
f. Total flow for this specific request 0.028
g. Total actual and obligated flows to the facility 1.417
h. Percent of permitted flow used 74.58% (Paper Flow)
H. 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,* (Fimi / p0, Avg, Deily 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): Town of
Benson Downstream Permit Number: W(CS00109
Page 1 of 6
FTSE 10 18

III. Certification Statement:
I Kimberly Pickett 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.
71
Signing Official , ignature Dare
Title of Signing Official (\
Page 2 of G
FTSE I0- l8

June 21st, 2022
Mrs. Vanessa Manuel
Assistant Regional Supervisor
NCDEQ Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, North Carolina 27609
RE: Weston Hills Subdivision
Fast -Track Sewer System Extension Application
Dear Vanessa,
RED LINE ENGINEERING
NC Dept of Environmental Quality
JUL 28 2022
Raleigh Regional Office
I hope this letter finds you well. Enclosed is the Fast -Track Sewer System Extension Application for the
Weston Hills Subdivision project, located at 0 N Honeycutt Street, Benson, North Carolina. Please find
enclosed two copies of the application and all supporting documents. The purpose of the sanitary
sewer extension is to serve a new 26 acre subdivision consisting of 38 townhomes and 41 single family
residences. Gravity sewer is not currently available to the site. As such, a gravity sanitary sewer main
will be extended up N Honeycutt Road to the property. Due to significant topography across the site,
the 38 townhomes and 41 single family residences will gravity to a new duplex grinder pump station. A
3 inch force main will then carry the pumped wastewater to the new offsite gravity sewer extension.
According to the 0.02T rules, 120 gpd was used per bedroom x 3 bedrooms per residential unit. The
total wastewater flow generated by the project will be 79 units x 360 gpd = 28,440 gpd. This will be the
design flow for the pump station. The Town of Benson owns/operates the downstream sewer collection
system (WQCS00109). Per the enclosed Flow -Acceptance and Tracking document, the Town of
Benson has adequate sewer capacity to support the project, has approved the project and accepted the
flow. The proposed sanitary sewer extension will be comprised of approximately 5,264 If of new 8"
sanitary sewer with 26 new manholes, a duplex grinder pump station and 1,410 If of new 3" sewer
forcemain_ The gravity sewer extension along N Honeycutt Street will connect to the existing gravity
sanitary sewer located to the rear of the Benson Middle School with a dog house manhole. The pump
station will be equipped with visual and audible alarms, auto -dialer telemetry, a stand-by generator and
automatic transfer switch. Ultimately, the Town of Benson will own, operate and maintain the sanitary
sewer extension as part of their overall collection system_ The proposed sewer extension is located
within the public right of way and a Sanitary Sewer Access & Maintenance Easement. Thank you for
your assistance with this FTA Sewer Extension Permit Application. If you need any further information
or have any other questions, please feel free to contact me directly at [phone] or email me at
oary.mccabet rlenc.com.
Have a Blessed Day,
Gary J. McCabe, PE
Red Line Engineering, PC
123 Raleigh Street ■ Fuquay-Varina, NC 27526 a Office: [phone] • www.rlenc.com

NC Dept of Environmental Quality
2140000 FEET
78°31'30"W
JUL 28 2022
Raleigh Regional Ofac
78° 31'0"W
78°30'30"W

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Collection System
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Thomas, Zachary T
From: Gary McCabe <gary.mccabe@rlenc_com'
Sent: Monday, September 12, 2022 3:13 PM
To: Robinson, Jason
Cc: Pickett, Kim; Kurtz, Cassidy; Thomas, Zachary T; Shandy Hill
Subject: [External] Re: Weston Hill Subdivision - WQ0043667 (Benson)
Categories: Fast Track Sewer Ext
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
Tim Robbins is no longer with the Town so I worked with Ray Adams (Distribution & Collection
System Manager & ORC) and Kimberly Pickett (Town Manager) to complete these forms. I think
we may have mis-understood this item to mean estimated flow that is obligated or allocated but
not yet permitted instead of flow that is permitted but not yet active or tributary to the
WWTP. Based on your spreadsheet, I believe section #1 of the FTSE should read:
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Benson WWTP
b. WWTP Facility Permit #: NC0020389
All flows are in MGD
c. WWTP facility's permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.421
e. WWTP facility's actual avg. flow 0.968
f. Total flow for this specific request 0.02844
g. Total actual and obligated flows to the facility 1.42
h. Percent of permitted flow used 75% (assuming this is the "paper flow percentage" not
the "tributary flow percentage" on the spreadsheet)
Let me know if this makes sense. If this is agreeable, we can get a revised FTSE over to you
quickly. My apologies for the confusion. Thanks.
Have a Blessed Day,
Gary J. McCabe, P.E.
J
123 Raleigh Street
Fuquay-Varina, North Carolina 27526
1

Office: [phone] ext. 7001
Mobile: [phone]
On Mon, Sep 12, 2022 at 1:33 PM Robinson, Jason <[e-mail]> wrote:
Kim/Gary,
Hi Kim. We just noticed that we usually see Tim Robbins' (Utilities Director) name on Benson's permit, is he still with
the Town or has he moved on?
We wanted to ask about the Flow Tracking Form fFTSE) that accompanied the Fast -Track Application:
On the FTSE Form, Section 1.d of the form (Estimated obligated flow not yet tributary to the plant) was
completed with "N/A". What does the N/A mean? This should be the estimated design flow of all permits that
have been issued to Benson, but have not been certified yet and therefore not put into
construction. According to our records, we have not received Engineering Certifications for multiple permits
for Benson, and therefore they should not be in operation, and therefore would be considered "obligated"
(paper) flow.
I've attached our Excel Tracking Sheet for Benson's WWTP. You'll see Column I is for Engineering Certification
(EC) receive date. You'll see that quite a few of them don't have EC dates, which means we haven't received an
EC, which means it shouldn't be in operation and the flow would be "obligated" (Paper). (I will say that we are
behind on reviewing and recording EC dates, so it's possible that on at least a few of these, ECs were submitted
but we haven't recorded them yet, but I did flip through our backed -up ECs and didn't see any from Benson).
Please explain why "N/A" was put on Item 1.d (obligated flow) of the FTSE Form.
Thanks,
Jason
Jason T. Robinson, P.E.

Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791 4200
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