WQ0045305_Application (FTSE)_20240627

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State of North Carolina
Department of Environmental Quality
I)WR APR 11 M24 Division of Water Resources
F%ST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
b• kj.J
Application Numbedt,�P00 q:5-,30S it,s 1.eoaWleW to DIVR,
All items must be completed or the application will be returned
1. APPLICANT INFORMATION
I. Applicant's name Town of Benson(company municipality. HOA, utility, etc)
2. Applicant type ❑ Individual ❑Corporation ❑General Partnership ❑ Privately-Owned Public Utility
❑ Pederal ❑ State County Municipal ❑Other
Signature authonq's name Kimberlk Pickett per
Title rown Manasret
4. Applicant's mailing address 303 L t,hurch wee)
City Benson, State NIQ Zip T1�O�I-
5 Applicant s contact information
Phone number [phone] Email .Address kpicLelt a townofbenson.com
11. PROJECT INFORf*IATION:
I. Project name Boardwalk Place P)Agt il.l
2. Application/Projecl status ®Proposed(Ne%% Permit) ❑ Existing Permit/Project
If a modification, provide the existingt 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,prov ide the existing permit number WQ00
3. County where project is located Johnston
4. Approximate Coordinates(Decimal Degrees) Latitude 35 398639 Longitude -7$553508
5, Parcel ID(if applicable) 1 63000-30-2 1 58(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer C. Scott Brown I rcense Number 027452
Firm 4U Situ Splulions. Inc
Mailing address: 409 Chico Drive-Ste I t2
City, Fayetteville State NC Zip 28306-
Phone number'(9.�i)442§-6777 Email Nddress sbrown a 4dsitesolutions.com
IV. WASTENvATER TREATMENT FACILI I- (WW1 F) INFORMATION-
1 Facility Name:Town of Benson W W t P Permit Number N00020389
Owner Name wn f it n
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Nurnber(s) WQ
2 Downstream(Receiving)Sewer Information 8 inch ® Gravity 0 Force Main
System Wide Collection System Permit Number(s)(tfapplicahle) WOCS00109
Owner Name(s) Town of Benso
FORA FTA 10-23 Page I of 5

Vi. GENERAL REQtARPMENTS
I If the Applicant i, d Privately-Owned Public Utility. has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ❑ iW A
2 if the Applicant is a Developer of lots to be sold, has a ) velpper�,(_Qye1grmr�t�(Z f�1Lyj been attached
[] Yes [:]No ®N/A
3 If dmt Applicant is a Home/Propert) Owners' Association, has an H_OA.I S)__1 SMrationa) Ayreemrnt(FORMJJQ,)and
supplementary documentation as required by 15A NCAC 02T 0115(c)been attached?
❑ Yes ❑ No ® N/A
4 Origin of wastewater: (check all that apply)
®Residential (Indtvidualiv Owned) ❑Retail (stores,centers. mails) ❑Car Wash
❑Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑School I preschool!da) care ❑Medical; dental t veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑Church ❑ Swimming PooliFilter Backwash
❑Businesses/offices/factones ❑Nursing Home ❑ Other(Explain in Attachment)
5 Nature of wastewater- 100°° Domestic 'o Commercial ",o Industrial (�sf1SA_NI,Al.VIt .0 W129))
If Industrial, is there a Pretreatment Program in effect? ❑ Ycs❑No
6. Has a flow reduction been approved under 1�,d_[xs:�t 021 -01 IAT ❑ Yes ®No
11 if yes.Drovide a cony of flow reduction approval letter with-thilapplication
7 Sum manze wastewater generated b) project
Establishment Type(see 02T.0114(f)) Daily Design Flow°° No. of Units Flow
Residential single family 225 galllot 24 5,400 GPD
_ - gall- — -- GPD
3 bedrooms Sail GPD
confirmed by email on June 26, 20241 gal/ GPD
gal/ GPD
gall ---- -- GPD
7ival 5,400 GPD
,t See I�:AI�t:tLC u11 ULL111t1.14L-iC1111�1Si Wf2.1 for caveats to Hastewater design flow rates 0 a proposed unknown
non-residential development uses, public access facilities located near high public use areas, and residential propett)-
located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G S 4 A-4)i
1> Per 15A NCAC 02T 0114(c), design flow rates for establishments not identified(in table 15.1 NCAC 02T 01141 shall be
determined using available Qov� data. water using fixtures, occupancti or operation patterns, and other measured data
Wastewater generated by project 5.400 GPD(per I SA NCAS'O?T n i 14 ermd G 5 141 71' i 1
P, Do not include future flows or previously permitted allocations
If permitted no* is zero.please indicate lib-,:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Please provide supplemcmarry 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 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(if Applicable)-02T_03tK& SIDC lGrayilY SlytttCll:
I Summarize gravity sewer to he permitted
Size(inches) Length(feet) Material
3 2,103 PVC
Section It& 111 of the MDC for Permitting of Gravity Sewers contains uiformation 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
Vlll. PUMP STATION DESIGN CRITERIA(If Applicable)- 4121 .030S& MU( lYuta�yUitwna'Murce �htinsl:
PROVIDE A SEPARATE DOPY OF THIS PAGE FORE CH PUMP S rj%,T N.INCrDF.D IN THIS P&QJ.LC j
1 Pump station number or name
2 Approximate Coordinates(Decimal Degrees) Latitude Longitude -
3 Total number of pumps at the pump station
3 Design now of the pump station ___ millions gallons per day (fimi capacity)
This should reflect the total GP\i for the pump station with the largest pump out of service.
4 Operational point(s)per pump(s) _ _ gallons per minute(GPM)at . _ feet total dynamic head(TDH)
5 Summarize the force main to be permitted(for this Pump Statiun)
l Size(inches) Length(reel) Material
i
If any portion of the force maul is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2 OIC I b ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6 Power reliability in accordance with LA. 'CA 1 031451fib 11
❑ Standby power source or ❑ Standby pump
Must have automatic activation and telemetry - 15A NC AC 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
r Must he 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 nianual activation, quick-connection receptacle and telerneir) -
or
❑ Portable pumping unit voth plugged emergency puuip connection and telemetry
r Include documentation that the portable source is owned of 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 iimeframes, shall be provided
as part of this permit application in the case of a multiple station power outage
IY)Itibl FTA 10-13 Page 3 of 5

1\, SFTBACKS& SF.PARATIIONS-(02B,0200 & I SA NCAU 02T.0305(h):
I Does the project comph with all separations'alternatives found in I�A NCAC 0:1 0301[11& (m)' ® Yes ❑No
ISA NCAC 02T 0305(Q contains minimum separations that shall be provided for sewer systems
Setback Parameter* __ _ Separation Required
Storm sewers and other utilities not listed below(vertical) _ 18 inches
2Water mains(vertical -water over sewer preferred, including in benched trenches) 18 inches
2Water mains(horizontal) 10 feet
Reclaimed water tines(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 I
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands t 100 feet
**Waters classified WS(except WS-1 or WS-V), B, SA, ORW, HQW, or SB from nornial
high water(or tide elevation)and wetlands associated with these waters(see item iX 2) i 50 feet
*'Any other stream, lake, impoundment,or groundwater lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL 10 feet
An basement and - -- —
Any building foundation(horizontal) 5 feet
y ( zontal) - 10 feet 1
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains J —_� 5 feet --~-
Any swimming pools - --- - _ - - �f - 10 feet
Final earth grade(vertical) - 1 36 inches
If noncompliance tivith W-f 9,3051t1or ltit.see Section X I of dus application
*I sA N AC ri__T_Q3QNW contains alternatives where separations in 9.21 01 .SW cannol be achue�ed. 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',Sur(-a_ce%Voter (10sifi atiims wcbpaYe
2 D this project comply e,,ith the minimum separation requirements for water mains^ GJ Yes ❑ No ❑ N A
If no, please refer to 15A NCAC 18C 0906(f)for documentation requirements and submit a separate document,
signed sealed by all 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 pror ide supplementary information identifying the areas of non-conformance
Seethe Division's 4nQJ�ncurratit)0 rcquiretittcnts for situations where separation cannot be met
No variance is required if the alternati%e design criteria specified is utilized in design and construction
4 1,the project located in a river basin subject to anv State buffer rules' (9 Yes Basin name. Neuse ❑No
if yes,does the project comply with setbacks found in the rig er basin rules per I SA NCA_ Ur1:'; t LXI' 27) Yes ❑ No
Th:s includes Trout Buffered Streams per lad) 4
5 Does the project require coverage/authorization under a 404 Nationwidehndi-tdual permits ❑ Yes Z No
or 401 Water Quality('ertifications?
Please provide the pemii(nunibeCpennitting status in the cover letter if,.merage'nuthorization is required
6 Does project comply with 1<A - ulUNot4)(additional permits'certifications)" ® Yes ❑ No
Per i s S Nc '(Q ulus�na,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 ti` AC U:T Dom,"high-priorty sewer" means any aerial sewer, se\�er 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(aenal line,sire, 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 1SA NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM FTA W-23 Page 4 of 5

r
X. CERTIFICATIONS:
I Does the submitted system compl) with 15-N('AC QZ I, the —Satim
nr,<t Fon_c Matir,,,5 tlatr-1l vet�r�s}) and the(i vqv�cugr I��rn�murn De��t�rit�a�latesl�l4�4�1 as aPPlicable'
® Yes ❑No
if no, for protects requiring a single variance, complete and submit the Variance/Altemative 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 protects requiring a variance approval may be sttbieci tlg-IQnizer
review times. For 11roiects requiring two or more variances or where the variance is determined by the Division to be_a
significnat poElion of the prolect. h full technical review is re wired.
2. Professional Engineer's Certification
Y �r
St .�,�.+ t _ ,attest that thisapphcation for
thofessrotml Fnguusr's name from, pplic,i6on!tern III I i tProtcet Name from Applhugon 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.
!�I�tnurp j yn t ntcna tut Wit Snot ,.LWO'k '*cfWun),and the% t tTrttttt)le,tgu_�ytrrta ItlLthe_tyK]llti�!'>�r!i! n
Pr►mR�t,Zn�n+end fora�l1!!ns tletcsi•t<tti�+ 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 guilt) of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000,as well as civil penalties up to 525,000 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 ('_'1 NCAC 56 0701)
North Carolina Professional Engineer's seal,signature,and date: N i 1 C
Ek. = i
027452 =
i
co n ev�°
OVIA
3 Applicant's Certification per 15A NCAC 02T 0106(b) Q [�,
attest that this application for t�jut, �t 1 k 7`4�� PLs� ,
Aut1u� A
1L;u,�e!4 m 1,pltcau,+n Nc�i 13 t tti.�irct Name t'tom Arp1waann Item 11 1)
attest that this application has been reviewed by not and is accurate and complete to the best or 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
vOTF - In accordance v ith General Statute, i 4 3-;I` '>A and i. any person whu 1 nowingly makes any false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed SI0 000 as well as civil penalties up to S25 000 per violation
Signatur6i - Date Ji
FORM F'fA I0-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Benson
Project Name for which flow is being requested: Boardwalk Place Phase III
More than one FTSE may be required 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: Town of Benson
b. WWTP Facility Permit#: NCO020389
All flows are in MGD
c. WWTP facility's permitted flow 1.9
d. Estimated obligated flow not yet tributary to the WWTP 0.131
e. WWTP facility's actual avg. flow 1.09
f. Total flow for this specific request 0.005
g. Total actual and obligated flows to the facility 1.226
h. Percent of permitted flow used 64.5
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D) (B+C) (E)=(A-D)
Design
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Boardwalk WQCS00109 .180 .072 .006 .005 .011 .061
Lakeshore WQCS00109 .072 .028 .012 .005 .017 .011
*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
Page 1 of 9
FTSE 10-23

Downstream Permit Number: WQCS00109
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 circurnstances, 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 I1 plus all attached planning assessment addendums for which 1
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.
'J4,m, �4(ro q Iq Z�
Signing Officiablignature Dale
Title of Signing Offrci 1
Page 2 of 9
FTSE 10-23

site
s olutions
40April 10, 2024 civil engineering land surveying
NCDEQ NC Dept of!=rvi,-�l=t?:Ei?fc�l Quit? iRio
Raleigh Regional Office
Attn: Curtis Tyree
3800 Barret Drive APR 112024
Raleigh, NC 27609
RE: Sewer Application, Boardwalk Plane Ph III Subdivision, Benson, North Carolina
Mr. Tyree;
Attached is the sanitary sewer application package for Boardwalk Place Ph III
Subdivision. A check for the $600 review fee is also enclosed.
Boardwalk Place Ph III Subdivision is a 24 lot residential subdivision located in Benson,
NC. The requested flow 5,400 gpd (225 gpd/lot). The extension proposed is a gravity
sewer system that will flow to an existing gravity sewer. The requested extension will be
owned and maintained by the Town of Benson after construction and certification are
completed.
I look forward to working with you on this project. If you have any questions or
concerns, please contact me at your earliest convenience.
Sincerely,
4D Site Solutions, Inc.
k��—
Sco Brown, PE
[e-mail]
Enclosure
409 Chicago Drive. Suite 112,Fayetteville,INC 28<Cb
office 910-426-6777 fax 910-426-S777
On time,every time. vwwv,,.4Dsitesolutions. n

Uept of ErIv:roPmental Quality
APR 1 1 2024
Raleigh� 10.
of
Site
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44
2,000'

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135
• EXISTING SEWER
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RE: [External] RE: Boardwalk Place Phase III-Additional Information Request
Scott Brown <[e-mail]>
Wed 6/26/2024 6:47 PM
To:Pasha,Tanvir <[e-mail]>
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Yes, a 3 bedroom home
Scott Brown, PE I Professional Engineer
office:910-426-6777 1 ext 102 1 cell:910-489-6731 1 fax: [phone]
On time,every time. I www.4Dsitesolutions.com
From: Scott Brown
Sent:Thursday,June 20, 2024 12:34 PM
To: 'Pasha,Tanvir' <[e-mail]>
Subject: RE: [External] RE: Boardwalk Place Phase III—Additional Information Request
Attached
Scott Brown, PE I Professional Engineer
office:910-426-6777 1 ext 102 1 cell:910-489-6731 1 fax: [phone]
On time,every time. I www.4Dsitesolutions.com
From: Pasha,Tanvir<[e-mail]>
Sent: Wednesday,June 19, 2024 9:50 AM
To: Scott Brown <[e-mail]>
Subject: Re: [External] RE: Boardwalk Place Phase III—Additional Information Request

RE: [External] RE: Boardwalk Place Phase III-Additional Information Request
Ray Adams <[e-mail]>
Wed 6/26/2024 9:33 AM
To:Pasha,Tanvir <[e-mail]>
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Hi Tanvir,
Yes, Kimberly Pickett has signatory authority for NC0020389. She is our Town Manager.
Thank you,
Ray Adams
Utility Compliance Supervisor/ORC
Town of Benson
919-820-1453 Mobile
919-894-3553 Office
www.townofbenson.com
From: Pasha,Tanvir<[e-mail]>
Sent: Wednesday,June 26, 2024 9:29 AM
Cc: Ray Adams<[e-mail]>
Subject: Re: [External] RE: Boardwalk Place Phase III—Additional Information Request

Hi Ray,
Check the following question.
1. 2. Does Kimberly Pickett has the signatory authority for NCO020389 and for Town of Benson? If not, please
submit a Change of Delegatory Signature Authority form to the department and provide me with a
copy. Benson has responded to this
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D E
NORTH CAROLINA
Department of Environmental quality
From: Kimberly Pickett<kpickett town ofbenson.com>
Sent:Tuesday,June 18, 2024 5:59 PM
To: Pasha,Tanvir<[e-mail]>; Scott Brown <sbrown 4dsitesolutions.com>
Cc:Adams, Dennis R<[e-mail]>
Subject: Re: [External] RE: Boardwalk Place Phase III—Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
I should be listed as the signature for Benson. I have added Ray to this as he would have a copy of the
paperwork.

Thank you
XimberCy T-Pickett, -AIP.A
Town of Benson
Town Manager
T: 919-894-3553 ext 221
F: 919-894-1283
"Your smile is your logo, yourpersonality is your business cardandthe way you make others
feel is your trademark"
Pursuant to North Carolina General Statutes, Chapter 132,
et.seq., this electronic mail message and any attachments
hereto, as well as any electronic mail message(s)that may
be sent in response to it may be considered public record
and as such are subject to requests for review.
W
From: Pasha,Tanvir<tanvir.pasha deq.nc.gov>
Sent:Tuesday,June 18, 2024 5:45 PM
To: Scott Brown <sbrown 4dsitesolutions.com>; Kimberly Pickett<kpickett townofbenson.com>
Subject: Re: [External] RE: Boardwalk Place Phase III—Additional Information Request
Hi Kim,

Am I missing any email response?
2. Does Kimberly Pickett has the signatory authority for NCO020389 and for Town of Benson? If
not, please submit a Change of Delegatory Signature Authority form to the department and provide me with a
copy. Benson has responded to this (Replied by Scott)
A B M `rTanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
DE
NORTH CAROLINA
Department of Environmental quality
From: Scott Brown <[e-mail]>
Sent: Friday, May 10, 2024 4:19 PM
To: Pasha,Tanvir<[e-mail]>; Pickett, Kim <kpickett townofbenson.com>
Subject: [External] RE: Boardwalk Place Phase Ill—Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
See response below.

Scott Brown, PE Professional Engineer
office:910-426-6777 ext 102 1 cell:910-489-6731 1 fax: [phone]
On time,every time. I www.4Dsitesolutions.com
From: Pasha,Tanvir<[e-mail]>
Sent:Thursday, May 9, 2024 1:44 PM
To: Pickett, Kim <[e-mail]>; Scott Brown <[e-mail]>
Subject: Boardwalk Place Phase III—Additional Information Request
Hello Kimberly and Scott,
After reviewing the Fast Track Sewer System Extension Application for Boardwalk Place Phase Ill,additional
information is required in order to further process the application. Please provide the following information by
06/07/2024, and note that the requested information must be submitted within 30 days of this request, or the
applicant will be required to submit a new application and application fee in accordance with 15A NCAC 02T
.0107.
1. Is this an ARPA funded project? If so,_please include the DWI assigned ARPA project number in your
response.This is not ARPA funded.This is a private funded developer project
2. Does Kimberly Pickett has the signatory authority for NC0020389 and for Town of Benson? If not,
please submit a Change of Delegatory Signature Authority form to the department and provide
me with a copy. Benson has responded to this
3. Topographical map and/or the aerial map (currently missing) provided are not sufficient. According to
Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of
a USGS Topographic Map needs to clearly identify the project area, including the closest surface waters,
general location of the gravity sewer, pumpstations, and force mains, and the downstream connection
points for the receiving sewer. Also please indicate the direction of flow. See attached map. A quad map
has a scale of 1"=2,000. You aren't going to be able to see any detail at that scale. I have changed the
scale so you can see the sewer and added label for existing sewer.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how
the application or accompanying supporting information may be modified to make it complete. The staff
shall advise the applicant:

(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new application
fee"
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3, 2023
[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees,
Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D-E
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an
authorized state official.