SW8210810_Historical File_20210910

Burd, Tina J
From: Burd, Tina J
Sent: Friday, September 10, 2021 2:27 PM
To: [e-mail];Tim Clinkscales
Subsect: SW8 210810 - Lanes Ferry Phase 1
Attachments: SW8 210810 - Lanes Ferry Phase 1.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources(Stormwater Section)completed
their review of the Express Stormwater Permit Application for the subject project.Attached is the cover letter and
permit issued on September 10, 2021 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer.
DO NOT RESPOND TO THIS EMAIL,
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance&Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
ME
Website: htin(jLitoq:r r..Egv/.��)nuLGi_v.isions/enereyLmin era 1--land--resources/Stormwater
Based on the current guidance to minimize the spread of COVID-ig,the Department of Environmental Quality has adjusted
op-rations to protect the health and safety of the staff and.public. Many employees are working remotely or are on staggered
shifts. 'Uo accon-mod.ate these. staffing changes,all DEQoffice locations are. limiting public access to appointments only. Please
che.ci.with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.We
appreciate- your patience as we.continue to serve the Public during this challenging time.
1

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E N G 1 N E E M 1 N G . 1 N C. SEP 0 9 Z��1
1 2 2 C I N E M A D R I V E
W I L M 1 N C T y N , N C 2 8 44 0 3
9 1 0 - 7 9 1 - 6 7 0 7 ( 0 ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
L E T T E R O F_ T R A N S M I T T A L
To: NCDEQ Stormwater-Express Meeting Date 1 09.09.2021
127 Cardinal Drive Ext.,
Wilmington,NC 28405 Re: Lanes Fer —Phase 1A lots 1-50
��]E
Jessie Edmonds Project No. 17239.PE EX Dress SW
SW8 21o8io&SW8 090316 Mod
e are sending., ®Originals ❑Prints ❑Shop Drawings ®Calculations
he following items. ❑ Correspondence ® Plans ❑ Specifications ❑Other as listed below
Quantity Date Dwg.No. I Description
2 1 Revised sheet C-4.0
ssue Status: For Approval L—i A�Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
Action Takes: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
emarks:
If you have any questions please contact Andrew Richards at 910-791-6707 or arichards ftaramounte-eng.com
Cc: Signed.
drew i a

ECEWE
EP 0 3 2021
PARAMOUNT
E N G 1 N E E FZ 1 N G , 1 N C_
1 2 2 C I N E M A D R I V E
W 1 L W1 1 N G Y 0 i'V , Iil C 2 8 4 0 s
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
L E T T E R ® F T R A N S M I T T A L
To: NCDEQ Stormwater-Express Meeting Date o9.03.2021
127 Cardinal Drive Ext.,
Wilmington,NC 28405 Rez Lanes Ferry—Phase 1A lots 1-50
Ann: Jessie Edmonds Project No. �7 :91�Express SW
8 10810&SW8 090316 Mod
e are sen ®Originals ❑Prints ❑Shop Drawings ®Calculations
e followia items: ❑Correspondence ® Plans ❑ Specifications ❑Other as listed below
Quantity Date Dwg.No. Description
1 Comment Response Letter
'�.
2 Revised resign Documents—Phase 1A
2 Revised C-4.0 Overall Drainage Plan&DA Map-WWTP
2 Revised EZ Supplement
ssue Status: ®For approval ❑As Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑approved as Noted ❑See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
marks:
If you have any questions please contact Andrew Richards at 910-791-6707 or arichardsftaramounte-eng.com
Cc: Signed: L) YA,
An rew Ric rds, E

PARAMOUNTE
E N G 1 N E E R 1 N C3. 1 N C.
September 3, 2021
Jessie Edmonds
NCDEQ
127 Cardinal Drive Ext.,
Wilmington,NC 28405
RE: Request for Additional Information—Stormwater Project No. SW8 210810
Lanes Ferry Phase 1
Dear Jessie,
On behalf of HCT Pender,LLC,we are submitting a response to your comments received
8/24/2021. Please find your comments listed below with our response provided in bold.
15A NCAC 02.1042(2)(a)(iv), .1003(3), and 1050(1): The sum of the impervious
areas listed in Section IV.10 of the application(2,417,155 square feet)do not match
the sum of the impervious areas listed on plan sheet C-4.0 for Phase 1 A&Phase 1 B
and Future Phase 1C (2,584,155 square feet). Please confirm the final site layout and
associated impervious areas .is presented consistently throughout the application
documents. Please confirm if Future Phase 1 C will be residential or commercial to
assist in writing the permit.
o Sheet C-4.0 has been revised to match the correct impervious areas as
listed in the permit application. Also,Phase 1C will be a future residential
phase.
2. 15A NCAC 02H.1042(2)(g)(vii): On plan sheet C-4.0, FES-046 and FES-068 appear
to be proposed to outlet into the forebay at-3. The bottom of the forebay is proposed
to be 0. Please clarify the proposed outlet elevations for FES-046 and FES-068.
o The locations of FES-046 and FES-068 have been adjusted to show the
correct outlet elevation of 0.
3. 15A NCAC 02H.I 042(3)(b): In the Wet Pond Section of the supplement,please
provide a note in the additional information box to clarify that three orifices are
proposed.
o A note has been added to the Wet Pond Section of the supplement to
clarify that three orifices are proposed.
Y4. 15A NCAC 02H.1042(2): In addition to mailing a hard copy of the Supplement-EZ,
please email a pdf of the supplement form to the email address provided below so that
it can be preserved electronically per the regulatory requirements.
o Email with Supplement-EZ attachment is provided accompanying this
submittal.
1 22 UINEMA D R I V E, W I L M I N G T D N , NO 2 B 4 D 2
F H (9 1 D) 7 9 1 - 6 7 0 7 F A X : (9 1 D) 79 1 - 6 7 6 0

. �ARA MOUNT
P E
E N C3 1 N E E M 1 N C3, 1 N C--,
V, 5. 15A NCAC 02H.1042(2)(g)(iii): Row 7 of the supplement-EZ cover naQe indicates that
the width of the vegetated setback is not applicable. Please provide a note on.the plans
indicating that are no surface waters within 50 feet of the project boundary.
o Note has been added to the plans indicating that there are no surface
waters within 50 feet from the project boundary.
le
V6. 15A NCAC 02H.1042(2)(g)(iv): The plan shows proposed catch basins that extend
beyond the limits of the phase boundary. Please update the storm drainage network to
support that all of the proposed built-upon area is being collected and treated.
o The proposed curb inlets in question have been relocated within the phase
limits.
Thank you for your attention to this matter. If you have any questions regarding any of this
information or require additional material,please feel free to call. Thank you for your time
and effort.
Since ,
j/
An chards,PEr
Paramounte Engineering;Inc.
1 2 2 CINEMA N E M A D R I V E, W I L M I N G T O N , N C 2 B 4 D 3
P H ( 9 1 D ) 7 9 1 - 6 7 0 7 F A X : (9 1 O) 7 9 1 - . 7 5 0

Jessica M Edmonds
From: Jessica M Edmonds
Sent: Monday,August 30, 2021 2:23 PM
To: Tim Clinkscales;[e-mail]
Cc: Weaver, Cameron; Hall, Christine; George Johnson;Andrew Richards
Subject: RE: [External] RE: Request for additional info Lanes Ferry Phase 1 SW8 210810
Tim,
I can grant this extension to have a new due date of September 3rd,2021.
Thanks,
Jessica Edmonds, El
Environmental Engineer
Division of Energy, Mineral,and Land Resources—State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7344
Email: jessica.edmondsCa?ncdenr.Qov
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
Email conespondence to and frorr"flis address*s subject to the
?10. .. C_a Lkna Public Rec-0rds Law and may ue J sciosed io third p.afies.
From:Tim Clinkscales<[e-mail]>
Sent: Monday,August 30,20212:17 PM
To:Jessica M Edmonds<[e-mail]>; [e-mail]
Cc:Weaver,Cameron<[e-mail]>; Hall,Christine<[e-mail]>;George Johnson
<[e-mail]>;Andrew Richards<[e-mail]>
Subject: [External] RE: Request for additional info- Lanes Ferry Phase 1-SW8 210810
CAtiTiOW Extemal email.Do not click Unks or open attachments unless you verify.Send aii suspidous ert-Vas an attachment,.j
I Repgtt SNa;^
Jessica
Hope well,we are requesting an extension until the end of day Friday
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
i

Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.1)aramounte-eng.com
From:Jessica M Edmonds<[e-mail]>
Sent:Tuesday,August 24,20214:41 PM
To:[e-mail];Tim Clinkscales<tclinkscales@ Para mounte-eng.com>
Cc:cameron.weaver<[e-mail]>; Hall, Christine<[e-mail]>
Subject: Request for additional info- Lanes Ferry Phase 1-SW8 210810
Al I,
Attached is a pdf of the request for additional information for the subject project. There are just a few administrative
items that need to be addressed. Please let me know if you have any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thanks!
Jessica Edmonds, El
Environmental Engineer
Division of Energy, Mineral,and Land Resources State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7344
Email: iessica.edmonds(&-ncdenr.gov
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
,9xkCJ�0Wx-'0010
E-mail co-respondence to and from This address i._� to the
Vcvth Car wina public Records Lava and may dac.-used io thirvi parties.
2

ROY wit
C,a►errrw �
Secretary � }
BRIAN WRENN NORTH CARQLI%A
Dhvam' EwkwaridQuaft
August 24,2021
Vla email only: chtrasWec rr.com
HCT Pender,LLC
Attn: C Heide Trask Jr.,Manager
2511 S Canterbury Road
Wilmington,NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 2108.10
Lanes Ferry Phase 1
Pender County
Dear C Heide Trask Jr.:
The Wilmington Regional Office received and accepted a Express State Stonnwater Management Permit
Application for the subject project on August 11,2021. A preliminary in-depth review of that information
has determined that the application is not complete and that additional information is needed. To continue the
review,please provide the following additional information in a single,hard copy submittal package:
1. 15A NCAC 02.1042(2xaxiv} .1003(3),and 1050(1): The sum of the impervious areas listed in Section
IV.10 of the application(2,417,155 square feet)do not match the sum of impervious areas listed on plan
sheet C-4.0 for Phase 1A&Phase 1B and Future Phase I(2,584,155 square feet). Please confirm the
final site layout and associated impervious areas is presented consistently throughout the application
documents.Please confirm if Future Phase 1 C will be residential or commercial to assist in writing the
permit.
2. 15A NCAC 02H.1042(2)(g)(vii): On plan sheet C-4.0,FES-046 and FES-068 appear to be proposed to
outlet into the forebay at-3.The bottom of the forebay is proposed to be 0.Please clarify the proposed
outlet elevations for FES-046 and FES-068.
3. 15A NCAC 02H.1042(3)(b):In the Wet Pond Section of the supplement,please provide a note in the
additional information box to clarify that three orifices are proposed.
4. 15A NCAC 02H1042(2): In addition to mailing a hard copy of the Supplement-EZ,please email a pdf of
the supplement form to the email address provided below so that it can be preserved electronically per the
regulatory requirements.
As we discussed in the submittal meeting,please address the following:
5. 15A NCAC 02H.1042(2)(g)(iii): Row 7 of the supplement-EZ cover page indicates that the width of the
vegetated setback is not applicable. Please provide a note on the plans indicating that are no surface
waters within 50 feet of the project boundary.
6. 15A NCAC 02H1042(2)(g)(iv): The plans show proposed catch basins that extend beyond the limits of
the phase boundary.Please update the storm drainage network to support that all of the proposed built-
upon area is being collected and treated.
7. Due to the potentially minor nature of these comments,the express additional information review fee has
been waived.
Please remember to confirm that any revised infornation is presentcd consistently throughout the application
documents including calculations,supplements,narrative,and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
!North CaraGeYa Department of GvlronentaLQlWioeofGe�.Wcra!and Resources
c nd
Wilmington Rr&rtW O lce !W Ca^dirioI Drive Extenwon,Wilftfttcm.lNvrth Ga elm*26405
HMO 910,796.7215

State Stormwater Permit No.SW8 210810
Page 2 of 2
All of the requested information listed above should be received in this Office by August 31,2021,or the
application will be returned as incomplete. If additional time is needed to submit the requested information,
please email your extension request prior to this due date to the email address provided below with a justification
and a date of when the requested information will be submitted,which shall be no later than 5 business days past
the original due date. Please remember that extension requests delay the issuance of the final permit. Also,
please note that only two letters requesting additional information is allowed in the State Stormwater Program. If
the information is not satisfactorily provided after the second request, the project will be returned. If the project
is returned and you wish to re-submit to the Express Program,you will need to reschedule the project through the
Express Coordinator for the next available review date and will need to resubmit all required items at that time,
including the application fee.
The construction of any impervious surfaces,other than a construction entrance under an approved Sedimentation
Erosion Control Plan,is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please label all packages and cover letters as"Express"and reference the State assigned project number on all
correspondence. If you have any questions concerning this matter,please feel free to call me at(910)796-7215 or
email me at [e-mail].
Sincerely,
%"` & $drs OM&
Jessie Edmonds
Environmental Engineer
DES/jme: %StormwateAPermits&Projects120211210810 HD\2021 08 addinfo 210810
cc: Tim Clinkscales,PE;Paramounte Engineering;via email:[e-mail]
Wilmington Regional Office Stormwater File
North Carolina Departrrent of EfMMnmerktW Quaiity I Dh-MOn 9 Ener9v"mral and Land Reesources
Ei
VVfimi qwn Req=W Office !12:C;arftal Drive Extemwn Wilmington Nurth Ca m1nv?8405
a.r, 910 7%.215

Jessica M Edmonds
From: Jessica M Edmonds
Sent: Tuesday,August 24, 2021 4:41 PM
To: [e-mail];Tim Clinkscales
Cc: Weaver, Cameron; Hall, Christine
Subject: Request for additional info - Lanes Ferry Phase 1 SW8 210810
Attachments: 2021 08 addinfo 210810.pdf
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few administrative
items that need to be addressed. Please let me know if you have any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thanks!
Jessica Edmonds,El
Environmental Engineer
Division of Energy, Mineral,and Land Resources State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7344
Email: iessica.edmondsCc7ncdenr.gov
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
N r
Email com?spondence to and ftrn this address k: subject to the
Carolina Public R :ords La;v and gray be thin'P art;'Avs.
1

Jessica M Edmonds
From: Tim Clinkscales <[e-mail]>
Sent: Wednesday,August 11, 2021 10:56 AM
To: Hall, Christine;Jessica M Edmonds;Weaver, Cameron
Cs: Andrew Richards;George Johnson
Subject [External] Lanes Ferry
Follow Up Flag: Follow up
Flag Status: Completed
UIJTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
8eport Spam.
You have authority to mark out any BUA that states 5,000 sf/lot to the designed 4,000 sf/lot
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.Naramounte-eng.com
iz
AUG 1 1 1U�i

Jessica M Edmonds
From: Heide Trask <[e-mail]>
Sent: Wednesday, August 11, 2021 11:30 AM
To: 'George Johnson'
Cc- 'Andrew Richards'; 'Tim Clinkscales';Weaver, Cameron; Norris, Kellie E;Jessica M
Edmonds; Hall, Christine
Subject: [External] RE: NCDEQ authorization to represent HCT Pender, LLC - Lane's Ferry Landing
Development
CAUTION: Extemal email.Do not click links or open attachments unless you verify.Send all suspicious email as an attachment'
r eport Spam.
TO WHOM IT MAY CONCERN :
George Johnson has the authority to represent me and HCT Pender, LLC- Lane's Ferry Landing Development
Heide Trask,Jr.
From: George Johnson [mailto:[e-mail]]
Sent:Wednesday,August 11, 2021 10:34 AM
To: Bubba Trask<[e-mail]>
Cc:Andrew Richards<[e-mail]>;Tim Clinkscales<[e-mail]>;
[e-mail], [e-mail];[e-mail]; [e-mail]
Subject: NCDEQ authorization to represent HCT Pender, LLC- Lane's Ferry Landing Development
To: Mr. C. Heide Trask, Jr. (Manager and Member of HCT Pender, LLC)
Can you"REPLY ALL"to this e-mail and to the following people at NCDEQ instructing them that I have the
owner's authority to represent HCT Pender, LLC w.r.t. the Express Permit for stormwater at the Lane's Ferry
Landing development.
cameron.weaver6i ,ncdenr.aov
kellie.norris(&ncdenr.sov
iessica.edmonds(a,ncdenr.eov
Christine.Hall(a,ncdenneov
Please let me know if you have any questions.
Many thanks!
AVG � ' L � x

George Johnson I PrincipaUChief Consultant
Mobile [phone]
[e-mail]
www.HillmontConsulting.com
Project Analysis I Site Selection I Property Development
2

Lanes Ferry Landing Phase 1A
Lots I , 50
FENDER COUNTY NC 4U6 .
2021
STORMWATER NARRATIVE
Prepared for:
HCT FENDER, w*.
2511 S.Canterbary Road
Wilmington,KC 28403
Prepared by:
PARAMOUNTE
B N Cs 4 N M E R ! N 3. INC
122 Cinema Drive
Wilmington,NC 28403
NC License#:C-2846
0111 C Ai ejyP.
Project#17239.PE
" f 1
August 2021 r.g'O•".�°�y" �N� `'• 4
�, . ••. .•• 'ryV

Lanes Ferry Landing Phase 1A
PENDER COUNTY,NORTH CAROLINA
Project#17239.PE
Table of Contents
Design Narrative
Soils Map
USGS Map
Secretary of State Documents
Deed
Calculations
Page i

DESIGN NARRATIVE
N_TC Pender, LTC_'proposes to construct Phase!A of The Lanes Ferry Landing srubdivisior.in
Pender County. This narrative will pertain to the first 50 lots of Phase 1A, a Wet Detention
Pond, a Pump Station,and the infrastructure associated with those improvements. The project
is located near the Northeast Cape Fear River along NC Hwy 210 across from Moore Town
Road. The latitude and longitude of 34°26'31"N,77°51'00"W. The project is within a drainage
basin which drains to the Cape Fear River. The receiving stream is the Northeast Cape Fear
River(C,SW). According to the NRCS Soil Survey for Pender County,the soil across the site consists
mainly of Invershiel-Pender complex(h-A)with traces of Meggett loam(Me),Autryville fine sand(AuB),
Dorovan muck(Do),and Pits(Pt). The ground cover consists of farming practices and good
grassed area.
The stormwater will be conveyed to the stormwater BUT by a storm drainage system as shown
on the attached plan and treated in a wet detention pond that is designed in accordance with
current State rules and regulations prior to discharge. The Wet Detention Pond is designed to
accommodate all future phases of the project(remainder of Phase 1A,Phase 1B, and Phase 1C).
Page 1

SOILS MAP

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Hydrologic Soil Group—Pender County,North Carolina 17239
Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
AuB Autryville fine sand,1 to A 11.4 5.2%
4 percent slopes
Do Dorovan muck, BID 8.0 3.6%
frequently flooded
InA Invershiel-Pender D 176.8 79.7%
complex,0 to 2
percent slopes
Me Meggett loam C/D 20.1 9.1%
PaA Pactolus fine sand,0 to A 0.0 0.0%
2 percent slopes
Pt Pits D 5.2 2.3%
W Water 0.3 0.1%
Totals for Area of Interest 221.9 100.0%
usiaA Natural Resources Web Soil Survey 6/15/2021
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group—Pender County,North Carolina 17239
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation,are thoroughly wet,and receive
precipitation from long-duration storms.
The soils in the United States are assigned to four groups(A, B, C,and D)and
three dual classes(A/D, B/D,and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate(low runoff potential)when
thoroughly wet. These consist mainly of deep,well drained to excessively
drained sands or gravelly sands.These soils have a high rate of water
transmission.
Group B.Soils having a moderate infiltration rate when thoroughly wet.These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet.These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture.These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate(high runoff potential)when
thoroughly wet.These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table,soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material.These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group(A/D, B/D,or C/D),the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method:Dominant Condition
Component Percent Cutoff:None Specified
Tie-break Rule:Higher
USDA Natural resources Web Soil Survey 6115/2021
Conservation Service National Cooperative Soil Survey Page 4 of 4

USGS MAP

MUSGS US DEPARTMENT CFTHE INTERadt �y.p,�,+� AM TOWN QUAMMME
.r+rxrrM�w U.S.fiELLWGLSIIRIEY TA lh7 f� 1 MY1[Wm$
n..nr
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IOIP �L

SECRETARY OF STATE INFORMATION

- File an Annual Report/Amend an Annual Report- Upload a PDF Filing - Order a Document Online -
Add Entity to My Email Notification List- View Filings - Print a Pre-Populated Annual Report form - Print
an Amended a Annual Report form
Limited Liabi'Lity Company
Legal Name
HCT Pender LLC
Information
Sosld: 1019806
Status: Current-Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 1/3/2008
Registered Agent: Trask, Cason Lineberger
Addresses
Mailing Principal Office Reg Office
2511 S. Canterbury Road 2511 S Canterbury Rwad 2511 S. Canterbury Road
Wilmington, NC 28403 Wilmington, 28403 Wilmington, NC 28403
Reg Mailing
2511 S. Canterbury Road
Wilmington, NC 28403
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Manager
Cason L Trask C. Heide Trask , Jr.
2511 S Canterbury Rd 2511 S. Canterbury Road
Wilmington NC 28403-6101 Wilmington NC 28403

DEED

BK 4664 PG 1201 - 1203 (3) DOC# 20036538
This Document eRecorded: 05/11/2018 09:31:25 AM
Fee: $26.00 DocType: DEED Tax: $67.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
GIrNERAL WARRANTY DEED
WE PREPARED THE DEED IN THIS TRANSACTION BUT WE MADE NO EXAMINATION OF
TITLE AND WE EXPRESS NO OPINION ON TITLE TO THE PROPERTY.
Prepared by: MURCHISON,TAYLOR,&GIBSON,PLLC
I6 North Fiftb Avenue,Wilmington,NC 28401
NORTH CAROLINA PARCEL:W320414"I OM. =
FENDER COUNTY REVENUE STAMPS:f&7.Od
THIS GENERAL WARRANTY DEED, made effective this'W day of May,2018 by
and between Nancy Trask Wood(formerly knows as Nancy Lee Trask))(unmarried)(herein
called GRANTOR),and HCT Pender LLC, a North Carolina litnited liability company,with a
mailing address of 2511 S. Canterbury Road, Wilmington, NC 28403 (herein called
GRANTEE).
WITNESSETH THAT:
The GRANTOR,for and in consideration of the sum of Ten Dollars(S10.00)and
other valuable considerations to it in hand paid by the GRANTEE,the receipt whereof is hereby
acknowledged, has bargained and sold, and by these presents does hereby bargain, sell and
convey unto GRANTEE and its successors and assigns forever, all of GRANTOR's 7/4I16
interest in that certain real property located in Pender County, North Carolina described on
Exhibit A attached hereto and incorporated herein by reference.
T itle to the property herein described is conveyed subject to the following exceptions:
(i) all easements,rights of way and restrictions of record;
Ail ad valorem taxes for calendar Year 2017 and subsequent years;and
submitted electronically by "Murchison, Taylor & Gibson, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender county Register of Deeds.
1=55

B K 4664 PG 1202 DO C#20036538
(iii) all governmental land use statutes, ordinances and regulations, including
zoning,subdivision and building regulations.
TO HAVE AND TO HOLD the above granted and described property, together
with all and singular, the rights, privileges, easements, tenements and appurtenances thereunto
belonging, or in anywise appertaining unto the said GRANTEE, its successors and assigns, in
fee simple,forever.
And the GRANTOR, for herself, her successors and assigns, does covenant to
and with the said GRANTEE, its heirs, successors and assigns, that she is seized in fee of the
above granted and described property; that she has good right to sell and convey the same in fee
simple; that the same is free and clear from any and all restrictions, easements or encumbrances
except those set forth above; and that she will and her successors and assigns shall warrant and
defend the title to the same against the lawful claims and demands of any and all persons
whomsoever.
IN TESTIMONY WHEREOF, the said GRANTOR has caused this instrument to be
executed the day and year first above written.
/)u--", -4 P-44- 4�'r'' f- (SEAL)
NANCY TRASK WOOD (formerly known as
Nancy Lee Trask)
STATE OF NORTH CAROLINA
COUNTY OF
i, r a Notary Public in and for said
State and County, do cpfii6 t at NANCY T1ftASK WOOD personally appeared befor--- - * N
day and acknowledged the due execution of the foregoing instrument.
a�,lg Rp
WITNESS my hand and official seal this Of
day of •
Not Public
M Commission Expires:
162355

BK 4664 PG 1203 DOC#20036538
Exhibit A
A certain tract or parcel of land lying and being in Rocky P.nin;Township, Fender County,North
Carolin and being a-/f4ob": lnterest in an approximately 2?.'-icre tract conveyed to Nancy Trask
Wood ink
the Pender County-Regis-'-ry,which 22.8 acre tract is a portion of
the 223.11 acre tract escn irk 3574, Page 289 crf the Pender County Registry, and is
more particularly described as follows:
BEGINNING at an iron pipe where the Northern line of N.C. Highway No. 210
(60 foot right of way) is intersected by the Eastern line of C. Heide Trask, Jr.'s
American Foods, Inc. tract, said pipe being North 6 degrees 00 minutes West
30.70 feet from an old railroad spike in the centerline of said road that is North 72
degrees 12 % minutes East along said centerline 1145.5 feet from its intersection
with the centerline of S.R. No. 1518; running thence from said beginning point
North 71 degrees 46 %minutes East along the Northern line of N.C. Highway No.
210 306.96 feet to an iron pipe; thence North 6 degrees 00 minutes West and
parallel with the Eastern line of said Trask tract 500.00 feet to an iron pipe;thence
North 71 degrees 46 % minutes East about 435 feet to the edge of the swamp of
the Northeast Cape Fear River,thence North 71 degrees 46 Y:minutes East about
325 feet to the Western edge of said river; thence Northwardly along the edge of
said river to its intersection with the southern edge of Clayton Creek; thence
Westwardly along the Southern edge of said creek to a point in the Eastern line of
said Trask tract, said point being North 6 degrees 00 minutes West from said
beginning point; thence South 6 degrees 00 minutes East along the Eastern line
of said tract to an old concrete monument; thence South 6 degrees 00 minutes
East along said Eastern line I445.15 feet to the point of beginning; the same
containing 12.8 acres, more or less, of high land and 10.0 acres, more or less of
swamp land,and being a portion of the C. Heide Trask,Jr. land lying and being in
Rocky Point Township,Pender County,North Carolina.
162355

FLED 093574PG289
1009 FEB-6 PM 4:20
JO,'�-�grt_o, ���0��'� Ii;iS3�.c>•-35fc�^,^fla
3a NS sa-�qaa°o-o°I�F�f N.C.
GENERAL WARRANTY DEED
WE PREPARED THE DEED IN THIS TRANSACTION BUT WE MADE NO EXAMINATION OF
TITLE AND WE EXPRESS NO OPINION ON TITLE TO THE PROPERTY.
Prepared by: MURCHISON,TAYLOR,&GIBSON,PLLC
16 North Fifth Avenue,Wilmington,NC 28401
NORTH CAROLINA PARCEL:3245-84-2127-0000.3245-62-3562-0000,
3245-82-1929-0000
PENDER COUNTY REVENUE STAMP 0.00
THIS SPECIAL WARRANTY DEED,made this O day of Fehruarj 2009
by and between Cason L. Trask and husband, C. Heide Trask, Jr. (her ten' called
GRANTOR), and HCT Pender LLC, a North Carolina limited liability company, with a
mailing address of 25 jl S. Canterbury Road, Wilmington, NC 28403 (herein called
GRANTEE)-
*
WITNESSETH THAT:
The GRANTOR,for and in consideration of the sum of Ten Dollars($10.00)and
other valuable considerations to it in hand paid by the GRANTEE,the receipt whereof is hereby
acknowledged, has bargained and sold, and by these presents does hereby bargain, sell and
convey unto GRANTEE and its successors and assigns forever, all that certain real property
located in Pender County, North Carolina described on Exhibit A attached hereto and
incorporated herein by reference.
Title to the property hereinabove described is conveyed subject to the following exceptions:
(i) all easements,rights of way and restrictions of record;
(ii) ad valorem taxes for calendar year 2009 and subsequent years;and
(iii) all governmental land use statutes, ordinances and regulations, including
zoning,subdivision and building regulations.
TO HAVE AND TO HOLD the above granted and described property,together
with all and singular, the rights, privileges, easements, tenements and appurtenances thereunto
belonging, or in anywise appertaining unto the said GRANTEE, its successors and assigns,in
fee simple,forever.
And the GRANTOR, for himself, his successors and assigns, does covenant to
and with the said GRANTEE, its heirs, successors and assigns, that he is seized in fee of the
above granted and described property;that he has good right to sell and convey the same in fee
simple;that the same is free and clear from any and all restrictions,easements or encumbrances
except those set forth above; and that he will and his successors and assigns shall warrant and
defend the title to the same against the lawful claims and demands of any and all persons
whomsoever.
84787.1 C:�%�

011'3534PG291
Exhibit A
A certain tract or parcel of land lying and being in Rocky Point Township,Pender County,North
Carolina,and being a portion of the Trask land as described in deed book 721 page 121,Records
of Pender County,North Carolina,and being more particularly described as follows:
Beginning at an existing concrete monument on the northern right of way of N.C.Highway#210
at the intersection of the eastern line of the Cincinnati Thermal Spray, located the following
bearing and distance from the intersection of N.C. Highway#210 (60' right of way) and S.R.
#1518(Moore Town Road 60'right of way)S 70-18-26W 1943.71 ft.to the point of beginning:
Proceed thence with the eastern line of Cincinnati Thermal Spray N 19-02-20 W 1007.29 ft.to
an existing iron pipe,thence with the northern line of Cincinnati Thermal Spray S 80-38-18 W
405.76 ft. to an existing iron pipe, thence with the western line of Cincinnati Thermal Spray S
19-01-14 E 1075.08 ft. to an existing iron pipe on the northern right of way of N.C. Highway
#210,thence with the right of way S 71-01-14 W 140.16 ft.to a point,thence with a curve to the
right having a radius of 820.00 ft.and a chord bearing and distance of N 87-32-58 W 599.19 ft.
to a point,thence N 66-07-11 W 233.61 R.to an existing iron pipe, thence leaving said right of
way N 05-07-47 W 609.46 ft. to an existing iron pipe, thence N 04-16-33 E 131.41 ft. to an
existing iron pipe,thence S 88-22-14 W 396.00 ft.to a point,thence N 07-37-46 W 1122.00 ft.to
a point,thence N 88-22-14 E 165.00 ft.to a point in the canal,thence with the canal N 12-47-31
E 386.16 ft.to a point on Clayton Creek,thence with the traverse of Clayton Creek as shown at
snap book 14 page 42 N 42-00-53 E 97.26 ft.,S 69-58-37 E.70.77 ft.,S 57-04-07 E 111.15 ft.,
N 81-53-53 E 143.26 ft., S 82-58-07 E 66.72 ft., N 48-57-53 E 39.72 ft.,
N 17-22-53 E 52.01 ft,, N 07-25-07 W 127.30 ft., N 40-57-53 E 35.69 ft.,
S 86-33-07 E 89.36 ft., N 53-39-53 E 85.51 ft_, N 77-52-53 E 65.83 ft..
S 69-00-07 E 56.76 ft., S 25-17-53 W 44.02 ft., S 21-37-07 E 87.65 ft.,
S 60-26-07 E 102.95 ft., N 76-14-53 E 77.63 ft., N 23-38-53 E 74.74 ft.,
S 87-23-07 E 64,67 ft., N 81-08-53 E 97.63 ft., S 76-40-07 E 38.64 ft.,
N 88-26-53 E 54.49 ft_, N 53-19-53 E 72.92 ft., N 66-12-53 E 56.00 ft.,
N 74-54-53 E 63.51 ft., S 85-32-07 E 125.6E ft, N 89-20-53 E 36.14 ft.,
N 66-00-53 E 104.55 ft_, S 76-36-07 E 32.96 ft., S 41-13-07 E 45.85 ft.,
S 23-32-07 E 74.85 ft., S 00-58-53 W 47.63 ft., S 12-16-53 W 58.63 ft.,
S 17-13-07 E 75.89 ft., N 89-37-53 E 113.41 ft., S 80-39-07 E 147.45 ft.,
N 53-46-53 E 76.25 ft_, N 36-44-53 E 160.54 ft., S 20-53-07 E 114.20 ft.,
S 87-15-07 E 124.35 ft., S 38-41-07 E 42.45 ft, S 12-54-53 W 121.51 ft.,
S 56-12-07 E 63.62 ft., N 86-04-53 E 119.64 ft., N 47-14-53 E 84.91 ft.,
N 13-13-07 W 58.07 ft., N 74-06-53 E 115.32 ft., S 76-24-07 E 46.46 ft.,
N 71-59-53 E 54.88 ft., N 80-12-53 E 114.60 ft., N 52-07-53 E 98.41 ft.,
N 20-16-53 E 98.80 ft., N 61-06-53 E 55,10 ft., S 77-14-07 E 86.87 ft.,
S 59-30-07 E 128.64 ft., N 74-59-53 E 46.52 ft., N 44-22-53 E 64.81 ft.,
N 14-49-07 W 113.30 ft., N 38-03-07 W 57.78 ft., N 01-49-07 W 84.12 ft.,
N 19-50-53 E 71.58 ft., N 60-12-53 E 68.50 ft., N 78-02-53 E 83.19 ft.,
S 02-42-07 E I 11.50 ft., S 27-30-07 E 72.80 ft., S 72-19-07 E 67.50 ft,
N 82-08-53 E 129.96 ft., N 88-54-53 E 40.47 ft., N 58-50-53 E 127.87 ft.,
N 77-16-53 E 141.00 ft., S 03-43-07 E 68.53 ft., S 65-29-07 E 135.90 ft.,
S 49-19-07 E 63.20 ft., N 48-37-23 E 167.31 ft.to the end of the calls for Clayton
Creek as shown at map book 14 page 42 thence continuing with said Creek N 32-37-25 E 91.87
ft., N 62-14-30 E 95.42 ft., N 59-58-39 E 149.54 ft., N 82-11-46 E 99.43 ft., S 86-53-51 E
166.31 ft., S 78-52-04 E 148.60 ft.,N 74-48-01 E 59.81 ft.to a point on the western line of the
Northeast Cape Fear River, thence with the edge of the river S 13-25-24 E 37,07 ft. to a point,
thence S 62-58-36 E 91.74 ft.to a point,thence S 29-59-59 E 244.09 ft. to a point thence S 29-
15-43 E 188.90 ft. to a point, thence S 28-57-58 E 257.87 ft. to a point, thence S 20-42-29 E
20.31 ft_to a point,thence leaving the western edge of the Northeast Cape Fear River S 65-59-23
W 754.86 ft.to a point,thence S 11-47-07 E 501.66 ft.to a point on the northern right of way of
N.C. Highway#210,thence with a curve to the right having a radius of 4970.00 ft. and a chord
bearing and distance of S 66-01-00 W 59.46 ft.to a point,thence S 66-21-34 W 1838.29 ft.to a
point, thence with a curve to the right having a radius of 5545.00 ft. and a chord bearing and
distance of S 68-41-24 W 450.97 ft to a point, thence S 71-01-14 W 1051.92 ft. to the point of
84787.1

CALCULATIONS

2S
Pot 1
1S 12S
A4P
Pre ost-R
Wet Pond
13L
Post
� 1
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DSubcat Reach n [�njkl
Routing Diagram for 17239.13E SWM
! J Prepared by(enter your company name here), Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 @ 2020 HydroCAD Software Solutions LLC

Lanes Ferry-Phase 1-Wet Pond#1
NCDEQ Wet Retention Basin MDC USA NCAC O2H.1O531
Objective:Design a wet retention basin with the following characteristics:a permanent water pool depth between 3-and
9-feet with a temporary water pool sized to detain the design storm(1.5"coastal depth or 1-yr pre-post vol)depending on which
watershed the project drains into. The stormwater flow path shall be adequate for water quality and discharges In non-erosive manner
Long Term Pond Performance is up to the permitee's responsibility In regards to the O&M standards per the permit conditions.
Step 1:Determine the surface area required based on SAIDA Ratio Coastal and Average Depth MDC 1&2.
Post-Development Conditions
Total Drainage Area 149.93 ACRE Value from CAD
Impervious Drainage Area 55.49 ACRE Value from CAD
Impervious Cover 37.0% Impervious Cover=(Impervious Drainage
Area)/(Total Drainage Area)*100"/a
Elevation of Permanent Pool Surface 4.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 0.0 FT Value selected by designer(Excludes Sed.Storage)
Depth of Permanent Pool 4.0 FT
Avg.Depth of Permanent Pool 3.8 FT Value from Avg.Depth Calculation[MDC 2;Equation 31
Required SA/DA Ratio 1.833 Value from Coastal NC Chart
Required Permanent Pool Surf Required Surface Area=(Required SAIDAace Area 119,715 SF Ratio)*(Total Drainage Area)
Provided Main Pond Perm.Pool Surface Area 444,940 SF From stage-storage calculations
Step 2:Determine the Design Storage Elevation within the wet detention Pond.MDC 2 and MDC 3
Runoff Coef 1clent,Rv 0.383 IN/IN Rv=0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume 312749 CF 1.5"Runoff Volume=1.5 inch*Rv*1 foot/12
,
(Volume of Temporary Pool) Inch*(Total Drainage Area)
1-yr,24-hr Pre-Dev Volume N/A HydroCAD SCS Hydrographs
1-yr,24-hr Post-Dev Volume N/A CF HydroCAD SCS Hydrographs
Required Runoff Volume 312749 CF 1.5"Runoff Volume or 1-yr,24-hr Pre/Post
,
(Volume of Temporary Pool) Volume Difference as applicable
Storage Elevation at Required Volume 4.59 FT Value from stage-storage table.
Storage Elevation Provided 4.75 FT Value selected by designer
Storage Volume Provided 399,146 CF Value Is based upon stage-storage values.
See HYdroCAD sta e-stora e h dro ra hs.
Step 3: Calculate the required forebay volume(15-20%of perm.pool volume). MDC 5
Main Pond Volume 1,614,668 CF Main PPool Volume
15%Main Pond Volume 242,200 CF Forebay Volume=(Main Pond Volume)*15%
20%Main Pond Volume 322,934 CF Forebay Volume=(Main Pond Volume)*20%
Provided Forebay Volume 264,833 CF Value from stage-storage tables
Forebay Percentage 16.4%
Step 4: Verify the time required to drawdown the provided runoff volume Is within 2 to 5 days MDC7
Diameter of Each Proposed Low-flow Orifice[3] 6.00 IN Value chosen by designer
Storage Elev at Next Highest Outlet 4.75 FT Value from above
Head(Ho) 0.50 FT (Ho)=(Design Storm Staging Elev)-(Centroid of
orifice elevation)
Driving Head(Ho)for Orlflce Equation(Ho/3) 0.17 FT Ho/3
Cd,Coefficient of Discharge 0.60 Value chosen by designer
Q,Flowrate Through Each Low-flow Orifice 0.39 CFS Q=Cd*(Pi)*((Diameter of Orifice)*(1 ff/12
ln)J^2/4*[2*32.2*(Averge Head)]^I/2
Q_t,Total Flowrata Thruugh All Low-flow Orifices 1.16 CF5 Q_t=Q*j#of UnhcesJ
LDrewdown Time for Provided`J QV 3.99 DAYS (Drawdown Time)=(Provided Runoff
Vo1ume)/Q*(1 day/86400 seconds)
1 of 3

Lanes Ferry-Phase 1 -Wet Pond#1
Stage-Area-Storage Calculations
Stage/Storage P.bove Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF) Temp Volume WQV FJev
4.0 521,120 0 0 -Permanent Pool 312749.39 4.588
4.75 543,270 399.146 399,146
5.0 550,680 136.744 535,890
6.0 580,470 565,575 1,101,465
7.0 610,485 595,478 1,696,943
8.0 640,720 625,603 2,322,545
9.0 671,190 655,955 2,978,500
10.0 701,880 686,535 3,665,035 -Top of Pond
-3,509,400 155,635
0 155,635
Stage/Storage Main Pond
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
-1.0 359,315 0 0 -Pond Bottom
0.0 373,405 0 0 Sediment Storage
1.0 387,570 380,488 380.488
2.0 401,810 394,690 775,178
3.0 416,115 408,963 1,184,140 -Bottom of Shelf
4.0 444,940 430,528 1,614,668 Permanent Pool
15% 20%
242,200.13 322,933.50
Forebay#1
Cumulative
Contour Incremental Volume,S Forebay 1 DA Forebay 2 DA
Contour Area(SF) Volume(CF) (CF)
79.10 52.42 (acres)
-1.0 31,980 0 0 -Forebay Bottom %of Total Forebay DA 131.53 acres
0.0 34,405 0 0 Sediment Storage 59.7% 40.3%
1.0 36,895 35,650 35,650
2.0 39,450 38,173 73,823 158,003 106,830 (ft^3)
3.0 42,075 40.763 114.585 Provided Forebay Volume
4.0 44,760 43,418 158,003 Forebay Volume 158.003 106,830
Forebay#2
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
-1.0 21,135 0 0 -Forebay Bottom 264,833
0.0 22,910 0 0 Sediment Storage
1.0 24,750 23.830 23,830
2.0 26,660 25,705 49,535
3.0 28,630 27,645 77,180
4.0 30,670 29,650 106.830 -Forebay Volume
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17239.PE SWM Type ///24-hr 1-Year Rainfall=3.82"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paoe 2
Summary for Subcatchment 1S: Pre
Runoff = 105.95 cfs @ 13.05 hrs, Volume= 22.511 af, Depth= 1.67"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-Year Rainfall=3.82"
Area (ac) CN Description
142.703 80 Pasture/grassland/range, Good, HSG D
8.399 39 Pasture/grassland/range, Good, HSG A
3.068 61 Pasture/grassland/range, Good, HSG B
7.349 74 Pasture/grassland/range, Good, HSG C
161.519 77 Weighted Average
161.519 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
75.3 2,000 0.0040 0.44 Shallow Concentrated Flow,
Short Grass Pasture Kv= 7.0 fps
Subcatchment 1S: Pre
Hydrograph
-`'---!--l- -t-+-}._+-- -r-I--!--4 -1 +-+-+-U-F-I--!--!---1--4-+-+-+-f--r-I--I--1--'1-+-
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0
0 2 4 6 8 1012 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type 1/124-hr 9-Year Rainfall=3.82"
Prepared by{enter your company name here) Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 3
Summary for Subcatchment 2S: Post 1
Runoff = 377.78 cfs @ 12.14 hrs, Volume= 30.887 af, Depth= 2.47"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Yime Span=0.00-72.00 hrs, dt=0.01 hrs
Type III 24-hr 1-Year Rainfall=3.82"
Area (ac) CN Description
55.490 98 Impervious
11.963 98 Water Surface, 0% imp
4.289 39 >75% Grass cover, Good, HSG A
1.567 61 >75% Grass cover, Good, HSG B
3.753 74 >75% Grass cover, Good, HSG C
72.871 80 >75% Grass cover, Good, HSG D
149.933 87 Weighted Average
94.443 62.99% Pervious Area
55.490 37.01% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 2S: Post 1
Hydrograph
4 -r-l--r-I -t- r-r-r-r-r-1--I- 1- - ;--t t-r-r-I-- ----I--t t-r-r r--1--1 --I--1- t- �Rl1r101f
400 I I I I ! I I I I I I
- --'I-"-I- 377 7-r-r-r-rI- I -1 T-T-T-r-r-I I I
3 _- - - -r-r-r-I--I--I--1-Y-
I I I 1 ICI
360 -'-----'--'-- - -' ----------1--I-�- _. - -----'------'--'-�- YP 1
340 I__
320 ~-1--1--1- -} -�- -1 -I- - -+- ' -+- -�pl--�1�-11----1�1 4 4
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2 111_L-IL_ I_
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1,^ i 1 I I I I 1
YV ..r-r-r - - T-r-r -r-r-1--1-1--1-T-T-7 r-r-1--- --r- -1-r-T'-,--r- --r-1-1--r-
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100 �-
80 L_L_L_L____J_J_1_1_1_L_
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20
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l
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0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type ///24-hr 1-Year Rainfall=3.82"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 4
Summary for Subcatchment 12S: Post-R
Runoff = 19.53 cfs @ 12.14 hrs, Volume= 1.609 af, Depth= 1.67"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt=0.01 hrs
Type III 24-hr 1-Year Rainfall=3.82"
Area (ac) CN Description
0.601 39 Pasture/grassland/range, Good, HSG A
0.219 61 Pasture/grassland/range, Good, HSG B
0.525 74 Pasture/grassland/range, Good, HSG C
10.201 80 Pasture/grassland/range, Good, HSG D
11.546 77 Weighted Average
11.546 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 12S: Post-R
Hydrograph
J_L-L-L
21 4- 4- -v-r-1- -1--i._ --I-�- - -+- - ■i4unOff
1 -r-I--I---- 7-Y=;-r-r-I--r-r-I--l--1--1--+-�-y-r-r-r-r-r-i -fr
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0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type III 24-hr 9-Year Rainfall=3.82"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCADO 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Page 5
Summary for Pond 4P: Wet Pond 1
Inflow Area= 149.933 ac, 37.01% Impervious, Inflow Depth = 2.47" for 1-Year event
Inflow = 377.78 cfs @ 12.14 hrs, Volume= 30.887 of
Outflow = 23.30 cfs @ 14.44 hrs, Volume= 26.001 af, Men=94%, Lag= 137.9 min
Primary = 23.30 cfs @ 14.44 hrs, Volume= 26.001 of
Routing by Dyn-Star-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 5.56' @ 14.44 hrs Surf.Area=567,493 sf Storage=851,426 cf
Plug-Flow detention time= 793.4 min calculated for 25.997 of(84% of inflow)
Center-of-Mass det. time=727.2 min ( 1,542.5-815.3 )
Volume Invert Avail.Storage Storage Description
#1 4.00' 3,665,035 cf Custom Stage Data(Prismatic) Listed below(Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq ft) (cubic-feet) (cubic-feet)
4.00 521,120 0 0
4.75 543,270 399,146 399,146
5.00 550,680 136,744 535,890
6.00 580,470 565,575 1,101,465
7.00 610,485 595,478 1,696,943
8.00 640,720 625,603 2,322,545
9.00 671,190 655,955 2,978,500
10.00 701,880 686,535 3,665,035
Device Routing Invert Outlet Devices
#1 Primary 4.00' 36.0" Round Culvert X 4.00
L=80.0' Box, headwall w/3 square edges, Ke= 0.500
Inlet/Outlet Invert=4.00'/4.00' S= 0.0000 '/' Cc= 0.900
n= 0.013, Flow Area=7.07 sf
#2 Device 1 4.00' 6.0"Vert. Low Flow Orifice X 3.00 C= 0.600
Limited to weir flow at low heads
#3 Device 1 4.75' 102.0"W x 42.0" H Vert. Primary Spillway C= 0.600
Limited to weir flow at low heads
#4 Device 1 8.25' 24.0"x 192.0" Horiz.Top of box C= 0.600
Limited to weir flow at low heads
#5 Primary 8.50' Emergency Spillway, C=2.60
Offset(feet) 0.00 4.50 104.50 109.00
Height(feet) 1.50 0.00 0.00 1.50
rimary OutFlow Max=23.30 cfs @ 14.44 hrs HW=5.56' TW=0.00' (Dynamic Tailwater)
=Culvert (Passes 23.30 cfs of 34.44 cfs potential flow)
2=Low Flow Orifice (Orifice Controls 3.25 cfs @ 5.52 fps)
3=Primary Spillway (Orifice Controls 20.05 cfs @ 2.90 fps)
4_-Top of box ( Controls 0.00 cfs)
'--5-Emergency Spillway ( Controls 0.00 cfs)

17239.PE SWM Type 11124-hr 1-Year Rainfall=3.82"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 6
Pond 4P: Wet Pond 1
Hydrograph
I I I I I I I I I I I 1 I 1 I I I I I
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200
LL A p� 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I I
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160 ' I I I I I r I I I I I I I I I 1 I t I I I 1_I_1._-_r_ 1 r
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0 .1.... .......,. .,...
0 2 4 6 8 10 U 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 88 68 70 72
Time (hours)

17239.PE SWM Type 111 24-hr 1-Year Rainfall=3.82"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 7
Summary for Link 13L: Post
Inflow Area = 161.479 ac, 34.36% Impervious, Inflow Depth > 2.05" for 1-Year event
Inflow = 24.79 cfs @ 14.06 hrs, Volume= 27.610 of
Primary = 24.79 cfs @ 14.06 hrs, Volume= 27.610 af, Atten= 0%, Lag=0.0 min
Primary outflow= Inflow, Time Span=0.00-72.00 hrs, dt=0.01 hrs
Link 13L: Post
Hydrograph
-I-_1_J_1_1_L_L_1__1_J_4_ .In,-
24.79
I I r I I I ■Primary
I I i I CTffi I I I I I 1 I I I I I I I I I I I I I I I I I i I I I I '
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26 2479 CTB 4 T=1 .4 �C
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0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type IN24-hr 10-Year Rainfall=7.19"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 8
Summary for Subcatchment 1S: Pre
Runoff = 294.02 cfs @ 12.97 hrs, Volume= 61.067 af, Depth= 4.54"
Runoff by SGS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-72.00 hrs, dt=0.01 hrs
Type III 24-hr 10-Year Rainfall=7.19"
Area (ac) CN Description
142.703 80 Pasture/grassland/range, Good, HSG D
8.399 39 Pasture/grassland/range, Good, HSG A
3.068 61 Pasture/grassland/range, Good, HSG B
7.349 74 Pasture/grassland/range, Good, HSG C
161.519 77 Weighted Average
161.519 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
75.3 2,000 0.0040 0.44 Shallow Concentrated Flow,
Short Grass Pasture Kv= 7.0 fps
Subcatchment 1S: Pre
Hydrograph
-r-r----7-t-t-r-r-r- -I- -1-y-rT-t-r-r-r�-r -r--1---I- 7-4 '1 -r
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240 ` I I I I I I I I I I 1 I I I I I I I I I I I � cI I` ._r_1 r --1 7 r r-r-i-I--1-1 -1 T-7-7 r-R-U;n- OF1Fy''�fea#464 M, 4-9,-
220 1 1 1 ! I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I
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20 I I I I I I 1 I I I I I I I I
0 2 4 6 8 10 12 14 16 1820 22 24 26 28 k 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type 111 24-hr 10-Year Rainfall=7.19"
Prepared by f enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 9
Summary for Subcatchment 2S: Post 1
Runoff = 837.82 cfs @ 12.14 hrs, Volume= 70.758 af, Depth= 5.66"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt=0.01 his
Type III 24-hr 10-Year Rainfall=7.1911
Area (ac) CN Description
* 55.490 98 Impervious
* 11.963 98 Water Surface, 0% imp
4.289 39 >75% Grass cover, Good, HSG A
1.567 61 >75% Grass cover, Good, HSG B
3.753 74 >75% Grass cover, Good, HSG C
72.871 80 >75% Grass cover, Good, HSG D
149.933 87 Weighted Average
94.443 62.99% Pervious Area
55.490 37.01% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 2S: Post 1
Hydrograph
9 _ . I I L ! L I !L_IL-IF
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0 2 4 6 8 1012 1416 18 20 22 24 26 28 30 32 34 36 38 40 424 46 48 50 52 54 56 58 60 62 64 66 68 70 77
Time (hours)

17239.PE SWM Type III24-hr 90-Year Rainfall=7.19"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 10
Summary for Subcatchment 12S: Post-R
Runoff = 53.49 cfs @ 12.14 hrs, Volume= 4.365 af, Depth= 4.54"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type III 24-hr 10-Year Rainfall=7.19"
Area (ac) CN Description
0.601 39 Pasture/grassland/range, Good, HSG A
0.219 61 Pasture/grassland/range, Good, HSG B
0.525 74 Pasture/grassland/range, Good, HSG C
10.201 80 Pasture/grassland/range, Good, HSG D
11.546 77 Weighted Average
11.546 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 12S: Post-R
Hydrograph
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Time (hours)

17239.PE SWM Type i1124-hr 10-Year Rainfall=7.19"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 11
Summary for Pond 4P: Wet Pond 1
Inflow Area= 149.933 ac, 37.01% Impervious, Inflow Depth = 5.66" for 10-Year event
Inflow = 837.82 cfs @ 12.14 hrs, Volume= 70.758 of
Outflow = 103.97 cfs @ 12.86 hrs, Volume= 65.547 af, Atten= 88%, Lag=43.3 min
Primary = 103.97 cfs @ 12.86 hrs, Volume= 65.547 of
Routing by Dyn-Stor-Ind method, Time Span=0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 7.11' @ 12.86 hrs Surf.Area= 613,929 sf Storage= 1,766,671 cf
Plug-Flow detention time=476.7 min calculated for 65.547 of (93%of inflow)
Center-of-Mass det. time=438.0 min ( 1,230.2-792.2 )
Volume Invert Avail.Storage Storage Description
#1 4.00' 3,665,035 cf Custom Stage Data (Prismatic) Listed below(Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
4.00 521,120 0 0
4.75 543,270 399,146 399,146
5.00 550,680 136,744 535,890
6.00 580,470 565,575 1,101,465
7.00 610,485 595,478 1,696,943
8.00 640,720 625,603 2,322,545
9.00 671,190 655,955 2,978,500
10.00 701,880 686,535 3,665,035
Device Routing Invert Outlet Devices
#1 Primary 4.00' 36.0" Round Culvert X 4.00
L= 80.0' Box, headwall w/3 square edges, Ke=0.500
Inlet/Outlet Invert=4.00'/4.00' S= 0.0000 '/' Cc= 0.900
n= 0.013, Flow Area= 7.07 sf
#2 Device 1 4.00' 6.0"Vert. Low Flow Orifice X 3.00 C= 0.600
Limited to weir flow at low heads
#3 Device 1 4.75' 102.0"W x 42.0"H Vert. Primary Spillway C= 0.600
Limited to weir flow at low heads
#4 Device 1 8.25' 24.0"x 1924:0"Horiz. Top of box C=0.600
Limited to weir flow at low heads
#5 Primary 8.50' Emergency Spillway, C=2.60
Offset (feet) 0.00 4.50 104.50 109.00
Height(feet) 1.50 0.00 0.00 1.50
Primary OutFlow Max=103.97 cfs @ 12.86 hrs HW=7.11' TW=0.00' (Dynamic Tailwater)
I3F2=Low
ulvert (Passes 103.97 cfs of 119.79 cfs potential flow)
Flow Orifice (Orifice Controls 4.80 cfs @ 8.15 fps)
=Primary Spillway (Orifice Controls 99.17 cfs @ 4.94 fps)
=Top of box ( Controls n nn„��.)
.<. ...WW
�--S=Emergency Spillway (Controls 0.00 cfs)

17239.PE SWM Type Ill 24-hr 90-Year Rainfall=7.99"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 12
Pond 4P: Wet Pond 1
Hydragraph
FE Infl--
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Time (hours)

17239.PE SWM Type 111 24-hr 10-Year Rainfall=7.19"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paoe 13
Summary for Link 13L: Post
Inflow Area = 161.479 ac, 34.36% Impervious, Inflow Depth > 5.20" for 10-Year event
Inflow = 115.09 cfs @ 12.50 hrs, Volume= 69.913 of
Primary = 115.09 cfs @ 12.50 hrs, Volume= 69.913 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Link 13L: Post
Hydrograph
I I 1 I I I I I
I I I I I I I I I I I I r I I I I I I I I I I I I 1 I I I I I I I I 1
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0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type 111 24-hr 25-Year Rainfall=9.02"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HvdroCAD Software Solutions LLC Paae 14
Summary for Subcatchment 1S: Pre
Runoff = 401.40 cfs @ 12.97 hrs, Volume= 83.688 af, Depth= 6.22"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type III 24-hr 25-Year Rainfall=9.0211
Area (ac) CN Description
142.703 80 Pasture/grassland/range, Good, HSG D
8.399 39 Pasture/grassland/range, Good, HSG A
3.068 61 Pasture/grassland/range, Good, HSG B
7.349 74 Pasture/grassland/range, Good, HSG C
161.519 77 Weighted Average
161.519 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
75.3 2,000 0.0040 0.44 Shallow Concentrated Flow,
Short Grass Pasture Kv=7.0 fps
Subcatchment IS: Pre
Hydrograph
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0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type III24-hr 25-Year RainfaN=9.02"
Prepared by{enter your company name here) Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HvdroCAD Software Solutions LLC Paae 15
Summary for Subcatchment 2S: Post 1
Runoff = 1,085.42 cfs @ 12.14 hrs, Volume= 93.027 af, Depth= 7.45"
Runoff by SCS TR-20 method, UH=SC;S, Weighted-CN, Time Span=0.00-72.00 hrs, dt= 0.01 hrs
Type III 24-hr 25-Year Rainfall=9.02"
Area (ac) CN Description
55.490 98 Impervious
11.963 98 Water Surface, 0% imp
4.289 39 >75%Grass cover, Good, HSG A
1.567 61 >75%Grass cover, Good, HSG B
3.753 74 >75% Grass cover, Good, HSG C
72.871 80 >75% Grass cover, Good, HSG D
149.933 87 Weighted Average
94.443 62.99% Pervious Area
55.490 37.01% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 2S: Post 1
Hydrograph
-
f -I--I'-- - - 1 -I - ----' 1- - -1 -I -I--1--1- 1- 1- 1 -1 - -1--1- 1- --1 -I
1.200 r-r -1---T-r-r-r-r-ram-r- r r r-r -7-r-r-r-r r7-7-r-r-r-r 1 i- r-7- ■RUnoff
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950 -1--1- 1-y- = -r-I--r-1- y-t-•�-r-r-r-I- 1-y-+-
900
850 -I- - - -- ,-- --,- f� P.. 1���933- =
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-r- -I-
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50
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type M 24-hr 25-Year Rainfall=9.02"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HvdroCAD Software Solutions LLC Paae 16
Summary for Subcatchment 12S: Post-R
Runoff = 72.70 cfs @ 12.14 hrs, Volume= 5.982 af, Depth= 6.22"
Runoff by SCS TR-20 method, UH=SC:S, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type III 24-hr 25-Year Rainfall=9.02"
Area (ac) CN Description
0.601 39 Pasture/grassland/range, Good, HSG A
0.219 61 Pasture/grassland/range, Good, HSG B
0.525 74 Pasture/grassland/range, Good, HSG C
10.201 80 Pasture/grassland/range, Good, HSG D
11.546 77 Weighted Average
11.546 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (Wit) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 12S: Post-R
Hydrograph
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80
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30
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0 i IITTT
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0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type 11124-hr 25-Year Rainfall=9.02"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAM 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Page 17
Summary for Pond 4P: Wet Pond 1
Inflow Area = 149.933 ac, 37.01% Impervious, Inflow Depth = 7.45" for 25-Year event
Inflow = 1,085.42 cfs @ 12.14 hrs, Volume= 93.027 of
Outflow = 157.35 cfs @ 12.73 hrs, Volume= 87.728 af, Atten= 86%, Lag=35.4 min
Primary = 157.35 cfs @ 12.73 hrs, Volume= 87.728 of
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 7.91' @ 12.73 hrs Surf.Area= 638,108 sf Storage=2,267,296 cf
Plug-Flow detention time=411.4 min calculated for 87.716 of(94%of inflow)
Center-of-Mass det. time=380.2 min ( 1,165.1 -784.9 )
Volume Invert Avail.Stora_ a Storage Description
#1 4.00' 3,665,035 cf Custom Stage Data(Prismatic) Listed below(Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
4.00 521,120 0 0
4.75 543,270 399,146 399,146
5.00 550,680 136,744 535,890
6.00 580,470 565,575 1,101,465
7.UU 610,485 595,478 1,696,943
8.00 640,720 625,603 2,322,545
9.00 671,190 655,955 2,978,500
10.00 701,880 686,535 3,665,035
Device Routing Invert Outlet Devices
#1 Primary 4.00' 36.0" Round Culvert X 4.00
L= 80.0' Box, headwall w/3 square edges, Ke=0.500
Inlet/Outlet Invert=4.00'/4.00' S=0.0000 '/' Cc=0.900
n= 0.013, Flow Area= 7.07 sf
#2 Device 1 4.00' 6.0"Vert. Low Flow Orifice X 3.00 C=0.600
Limited to weir flow at low heads
#3 Device 1 4.75' 102.0"W x 42.0"H Vert. Primary Spillway C=0.600
Limited to weir flow at low heads
#4 Device 1 8.25' 24.0"x 1920"Horiz.Top of box C= 0.600
Limited to weir flow at low heads
#5 Primary 8.50' Emergency Spillway, C=2.60
Offset (feet) 0.00 4.50 104.50 109.00
Height(feet) 1.50 0.00 0.00 1.50
rimary OutFlow Max=157.35 cfs @ 12.73 hrs HW=7.91' TW=0.00' (Dynamic Tailwater)
E2=Low,
ulvert (Barrel Controls 157.35 cfs @ 5.59 fps)
Flow Orifice (Passes< 5.43 cfs potential flow)
=Primary Spillway (Passes < 153.53 cfs potential flow)
Top of box ( Controls 0.00 doN
-S=Emergency Spillway (Controls 0.00 cfs)

17239.PE SWM Type 11124-hr 25-Year Rainfall=9.021'
Prepared by(enter your company name here) Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 18
Pond 4P: Wet Pond 1
Hydrograph
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Time (hours)

17239.PE SWM Type Ill 24-hr 25-Year Rainfall=9.02"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paoe 19
Summary for Link 13L: Post
Inflow Area = 161.479 ac, 34.36% Impervious, Inflow Depth > 6.96" for 25-Year event
Inflow = 176.17 cfs @ 12.48 hrs, Volume= 93.710 of
Primary = 176.17 cfs @ 12.48 hrs, Volume= 93.710 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span=0.00-72.00 hrs, dt=0.01 hrs
Link 13L: Post
Hydrograph
I 1 I I I I I I
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Time (hours)

17239.PE SWM Type 11124-hr 50-Year Rainfall=10.60"
Prepared by{enter your company name here} Printed 8/6/2021
HvdroCAD® 10.10-5a s/n 08877 ©2020 HvdroCAD Software Solutions LLC Paae 20
Summary for Subcatchment 1S: Pre
Runoff = 494.75 cfs @ 12.97 hrs, Volume= 103.674 af, Depth= 7.70"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-72.00 hrs, dt= 0.01 hrs
Type III 24-hr 50-Year Rainfall=10.60"
Area (ac) CN Description
142.703 80 Pasture/grassland/range, Good, HSG D
8.399 39 Pasture/grassland/range, Good, HSG A
3.068 61 Pasture/grassland/range, Good, HSG B
7,349 74 Pasture/grassland/range, Good, HSG C
161.519 77 Weighted Average
161.519 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
75.3 2,000 0.0040 0.44 Shallow Concentrated Flow,
Short Grass Pasture Kv= 7.0 fps
Subcatchment 1S: Pre
Hydrograph
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0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type 11124-hr 50-Year Rainfall=10.601,
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD@ 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Pape 21
Summary for Subcatchment 2S: Post 1
Runoff = 1,297.40 cfs @ 12.13 hrs, Volume= 112.402 af, Depth= 9,00"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt=0.01 hrs
Type III 24-hr 50-Year Rainfall=10.60"
Area (ac) CN Description
55.490 98 Impervious
11.963 98 Water Surface, 0% imp
4.289 39 >75%Grass cover, Good, HSG A
1.567 61 >75% Grass cover, Good, HSG B
3.753 74 >75%Grass cover, Good, HSG C
72.871 80 >75% Grass cover, Good, HSG D
149.933 87 Weighted Average
94.443 62.99% Pervious Area
55.490 37.01% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 2S: Post 1
Hydrograph
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Time (hours)

17239.PE SWM Type ///24-hr 50-YearRainfaii=90.60"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Page 22
Summary for Subcatchment 12S: Post-R
Runoff = 89.35 cfs @ 12.14 hrs, Volume= 7.411 af, Depth= 7.70"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-72.00 hrs, dt= 0.01 his
Type III 24-hr 50-Year Rainfall=10.60"
Area (ac) CN Description
0.601 39 Pasture/grassland/range, Good, HSG A
0.219 61 Pasture/grassland/range, Good, HSG B
0.525 74 Pasture/grassland/range, Good, HSG C
10.201 80 Pasture/grassland/range, Good, HSG D
11.546 77 Weighted Average
11.546 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 12S: Post-R
Hydrograph
100 _ 1 ,
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Time (hours)

17239.PE SWM Type 11124-hr 50-Year Rainfall=10.60"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCADO 10.10-5a s/n 08877 02020 HydroCAD Software Solutions LLC Page 23
Summary for Pond 4P: Wet Pond 1
Inflow Area = 149.933 ac, 37.01% Impervious, Inflow Depth = 9.00" for 50-Year event
Inflow = 1,297.40 cfs @ 12.13 hrs, Volume= 112.402 of
Outflow = 203.13 cfs @ 12.68 hrs, Volume= 107.044 A Atten= 84%, Lag= 32.9 min
Primary = 203.13 cfs @ 12.68 hrs, Volume= 107.044 of
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt=0.01 hrs
Peak Elev=8.58' @ 12.68 hrs Surf.Area= 658,306 sf Storage=2,697,414 cf
Plug-Flow detention time= 375.9 min calculated for 107.029 of(95%of inflow)
Center-of-Mass det. time=349.0 min ( 1,129.0 -780.0 )
Volume Invert Avail.Storage Storage Description
#1 4.00' 3,665,035 cf Custom Stage Data(Prismatic) Listed below(Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
4.00 521,120 0 0
4.75 543,270 399,146 399,146
5.00 550,680 136,744 535,890
6.00 580,470 565,575 1,101,465
7.00 610,485 595,478 1,696,943
8.00 640,720 625,603 2,322,545
9.00 671,190 655,955 2,978,500
10.00 701,880 686,535 3,665,035
Device Routing Invert Outlet Devices
#1 Primary 4.00' 36.0" Round Culvert X 4.00
L= 80.0' Box, headwall w/3 square edges, Ke=0.500
Inlet/Outlet Invert=4.00'/4.00' S= 0.0000 'P Cc= 0.900
n= 0.013, Flow Area=7.07 sf
#2 Device 1 4.00' 6.0"Vert. Low Flow Orifice X 3.00 C=0.600
Limited to weir flow at low heads
#3 Device 1 4.75' 102.0"W x 42.0"H Vert. Primary Spillway C= 0.600
Limited to weir flow at low heads
#4 Device 1 8.25' 24.0"x 192.0"Horiz.Top of box C=0.600
Limited to weir flow at low heads
#5 Primary 8.50' Emergency Spillway, C=2.60
Offset(feet) 0.00 4.50 104.50 109.00
Height(feet) 1.50 0.00 0.00 1.50
rimary Out Flow Max=203.12 cfs @ 12.68 hrs HW=8.58' TW=0.00' (Dynamic Tailwater)
T2=Low
ulvert (Barrel Controls 197.54 cfs @ 6.99 fps)
Flow Orifice (Passes< 5.90 cfs potential flow)
=Primary Spillway (Passes < 199.18 cfs potential flow)
-Top of box (Passes <22.03 cfs potential flaw)
L- 5=Emergency Spillway (Weir Controls 5.68 cfs @ 0.72 fps)

17239.PE SWM Type ///24-hr 50-YearRainfa11=10.60"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Page 24
Pond 4P: Wet Pond 1
Hydrograph
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Time (hours)

17239.PE SWM Type ///24-hr 50-Year RainfaH=10.60"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 m 2020 HvdroCAD Software Solutions LLC Page 25
Summary for Link 13L: Post
Inflow Area = 161.479 ac, 34.36% Impervious, Inflow Depth > 8.51" for 50-Year event
Inflow = 221.38 cfs @ 12.45 hrs, Volume= 114.455 of
Primary = 221.38 cfs @ 12.45 hrs, Volume= 114.455 af, Atten= 0%, Lag=0.0 min
Primary outflow= Inflow, Time Span= 0.00-72.00 hrs, dt=0.01 hrs
Link 13L: Post
Hydrograph
I 1 I I I I
-rti---1-7-r-r-r-1--+-t-r-r-I--I--t-t-r-r-I--I-'t-t-r-r-I-y-�-t-r-r-r-t-y-r-r- �n
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0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
Time (hours)

17239.PE SWM Type 11l 24-hr 100-Year Rainfall=12.50"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Page 26
Summary for Subcatchment 1S: Pre
Runoff = 607.10 cfs @ 12.97 hrs, Volume= 128.069 af, Depth= 9.51"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 his
Type III 24-hr 100-Year Rainfall=12.50"
Area (ac) CN Description
142.703 80 Pasture/grassland/range, Good, HSG D
8.399 39 Pasture/grassland/range, Good, HSG A
3.068 61 Pasture/grassland/range, Good, HSG B
7.349 74 Pasture/grassland/range, Good, HSG C
161.519 77 Weighted Average
161.519 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
75.3 2,000 0.0040 0.44 Shallow Concentrated Flow,
Short Grass Pasture Kv= 7.0 fps
Subcatchment 1S: Pre
Hydrograph
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Time (hours)

17239.PE SWM Type 111 24-hr 100-Year Rainfall=12.50"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paoe 27
Summary for Subcatchment 2S: Post 1
Runoff = 1,551.07 cfs @ 12.13 hrs, Volume= 135.813 af, Depth=10.87"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-72.00 hrs, dt=0.01 hrs
Type III 24-hr 100-Year Rainfall=12.50"
Area (ac) CN Description
55.490 98 Impervious
11.963 98 Water Surface, 0% imp
4.289 39 >75% Grass cover, Good, HSG A
1.567 61 >75% Grass cover, Good', HSG B
3.753 74 >75% Grass cover, Good, HSG C
72.871 80 >75% Grass cover, Good, HSG D
149.933 87 Weighted Average
94.443 62.99% Pervious Area
55.490 37.01% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 2S: Post 1
Hydrograph
! 1 i I I I I IF 1 I I
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Time (hours)

17239.PE SWM Type ///24-hr 100-YearRainfaii=12.50"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD®10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Pape 28
Summary for Subcatchment 12S: Post-R
Runoff = 109.34 cfs @ 12.14 hrs, Volume= 9.155 af, Depth= 9.51"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type III 24-hr 100-Year Rainfall=12.50"
Area (ac) CN Description
0.601 39 Pasture/grassland/range, Good, HSG A
0.219 61 Pasture/grassland/range, Good, HSG B
0.525 74 Pasture/grassland/range, Good, HSG C
10.201 80 Pasture/grassland/range, Good, HSG D
11.546 77 Weighted Average
11.546 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.0 Direct Entry,
Subcatchment 12S: Post-R
Hydrograph
115 -r --I- OH 34 ofs 7-7-r-1--1----I--1--1-"T- T-r-r-I- --I- I-1-T-T-r-r-r'1'--1--1-1-T-
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Time (hours)

17239.PE SWM Type ///24-hr 100-YearRainfal1=12.50"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HvdroCAD Software Solutions LLC Pape 29
Summary for Pond 4P: Wet Pond 1
Inflow Area = 149.933 ac, 37.01% Impervious, Inflow Depth = 10.87" for 100-Year event
Inflow = 1,551.07 cfs @ 12.13 hrs, Volume= 135.813 of
Outflow = 372.73 cfs @ 12.56 hrs, Volume= 130.403 af, Atten= 76%, Lag=25.7 min
Primary = 372.73 cfs @ 12.56 hrs, Volume= 130.403 of
Routing by Dyn-Stor-Ind method, Time Span=0.00-72.00 hrs, dt=0.01 hrs
Peak Elev= 9.16'@ 12.56 hrs Surf.Area= 676,095 sf Storage=3,086,159 cf
Plug-Flow detention time=336.3 min calculated for 130.403 of(96%of inflow)
Center-of-Mass det. time=312.8 min ( 1,088.2- 775.4 )
Volume Invert Avail.Storage Storage Description
#1 4.00' 3,665,035 cf Custom Stage Data(Prismatic) Listed below(Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubio-feet)
4.00 521,120 0 0
4.75 543,270 399,146 399,146
5.00 550,680 136,744 535,890
6.00 580,470 565,575 1,101,465
7.Uu 610,485 595,478 1,696,943
8.00 640,720 625,603 2,322,545
9.00 671,190 655,955 2,978,500
10.00 701,880 686,535 3,665,035
Device Routing Invert Outlet Devices
#1 Primary 4.00' 36.0" Round Culvert X 4.00
L= 80.0' Box, headwall w/3 square edges, Ke= 0.500
Inlet/Outlet Invert--4.00'/4.00' S=0.0000 'P Cc= 0.900
n= 0.013, Flow Area=7.07 sf
#2 Device 1 4.00' 6.0"Vert. Low Flow Orifice X 3.00 C=0.600
Limited to weir flow at low heads
#3 Device 1 4.75' 102.0"W x 42.0" H Vert. Primary Spillway C= 0.600
Limited to weir flow at low heads
#4 Device 1 8.25' 24.0"x 192.0" Horiz.Top of box C=0.600
Limited to weir flow at low heads
#5 Primary 8.50' Emergency Spillway, C=2.60
Offset(feet) 0.00 4.50 104.50 109.00
Height(feet) 1.50 0.00 0.00 1.50
rimary OutFlow Max=372.70 cfs @ 12.56 hrs HW=9.16' TW=0.00' (Dynamic Tailwater)
T2=Low
ulvert (Barrel Controls 231.17 cfs @ 8.18 fps)
Flow Orifice (Passes< 6.28 cfs potential flow)
=Primary Spillway (Passes<228.99 cfs potential flow)
=Top of box (Passes < 102.15 cfs potential flc�rA)
�--S=Emergency Spillway (Weir Controls 141.54 cfs @ 2.06 fps)

17239.PE SWM Type 11124-hr 100-Year Rainfall=12.50"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Paae 30
Pond 4P: Wet Pond 1
Hydrograph
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Time (hours)

17239.PE SWM Type /i/24-hr 100-YearRainfali=12.50"
Prepared by{enter your company name here} Printed 8/6/2021
HydroCAD® 10.10-5a s/n 08877 ©2020 HydroCAD Software Solutions LLC Pape 31
Summary for Link 13L: Post
Inflow Area = 161.479 ac, 34.36% Impervious, Inflow Depth > 10.37" for 100-Year event
Inflow = 402.00 ofs @ 12.53 hrs, Volume= 139.558 of
Primary = 402.00 cfs @ 12.53 hrs, Volume= 139.558 af, Atten= 0%, Lag= 0.0 min
Primary outflow= Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Link 13L: Post
Hydrograph
------------ I
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// I I I I I I I I 1 I 1 I I I I I 1 I 1 I I I I I I I I 1
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380
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LETTER OF TRANSMITTAL
To: NCDEQ Stormwater-Express Meeting Date 1o8.09.2.021
127 Cardinal Drive Ext.,
Wilmington, NC 28405 Re: I Lanes Ferry—Phase 1A lots 1-50
Attn: Christine Hall Project No. 172 9.PE
e are sendin : ® Originals ❑Prints ❑ Shop Drawings ® Calculations
e followin items: ❑ Correspondence ® Plans ❑ Specifications ❑Other as listed below
Quantity Date Dwg.No. Description
1 Stormwater Application Fee$4,000(Check#3410)
2 Stormwater Narrative&Design Calculations
2 High Density Residential Subdivisions Deed Restriction&Protective Covenants
2 Design Documents (24x36)
2 O&M Agreement
2 EZ Supplement
2 Stormwater Management Application
ssue Status. ® For Approval ❑As Requested ❑ Construction ❑Bid
❑ For Your Use ❑ For Review and Comment ❑Approved as Noted ❑ See Remarks
lAction Taken. ❑ No Exceptions T&n ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
marks:
If you have any questions please contact Andrew Richards at 910-791-6707 or arichardsQparamounte-eng.com
Cc: Signed: le""11-d A'Al
A rew ards
AUG 0 9 2021
NCDE
WILMINGTON RO J

For DEQ Use ONLY
Reviewer: SE
North Carolina Department of Environmental Quality r6 1 1 1
Request for Express Permit Review submit
( Time: LO'a0 Q W1
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative.site Plan(PDF file)and vicinity map(same items expected in the application
ap ckaae of the project location.Please incivae this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidson(miicdenr aov Provided Existing Permits
• Fayetteville and Raleigh Regions-David Lee 919-791-4204;davfd.leeCa7ncdenrg related to this Projectov
• Mooresville and Winston-Salem Regions-Paul Williams 336-776-9631;paul.e.williams0mcdenr gov SW
• Washington Region-Lyn Hardison 252-948-3842 orlyn.hardison®aicdenrgov SW
SW
• Wilmington Region-Cameron Weaver 910-796-7265 or cameron.weaver0mcdenr gov NPDES
NOTE.Project application received after 12 noon will be stamped in the following work day. NPDES
WQ
Project Name:LANES FERRY PHASE 1 County:PENDER WQ
Applicant:GEORGE JOHNSON Company:HCT PENDER,LLC E&S
Address:2511 S CANTERBURY ROAD City:WILMINGTON,State:NC Zip:28403- E&S
Phone:[phone],Fax:__-_,Email:[e-mail] Other
Physical Location:NORTH SIDE OF NC HWY 210 AT THE INTERSECTION OF MOORE TOWN ROAD AND NC
210
Project Drains into NORTHEAST CAPE FEAR RIVE waters—Water classification B,SW(DWR Surface Water Classifications May)
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N,within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters?N
Engineer/Consultant:TIM CLINKSCALES Company:PARAMOUNTE ENGINEERING,INC.
Address:122 CINEMA DRIVE City:WILMINGTON,State:NC Zip:28403-_ EIM--i v�
Phone:[phone],Fax:[phone],Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE MAR 11 2021
# JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY ❑DWR,❑DCM,❑DEMLR,❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions U
ElIntermittenUPerennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑Isolated Wetland(_linear ft or_acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑Major General Variance
®State Stormwater ❑General ❑SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑Utility ❑Other
❑Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
®High Density-Detention Pond 1#Treatment Systems ❑High Density-Infiltration _#Treatment Systems
ElHigh Density-Bio-Retention _#Treatment Systems ❑High Density—SW Wetlands _#Treatment Systems
❑High Density-Other 1#Treatment Systems/❑MOD:❑Major[I Minor"Plan Revision❑Redev.Exclusion SW (Provide permit 4)
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Marina Development ❑Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# &Amt. (for DEQ use))
gECTION THREE—.PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopina and express meetina request)
Wetlands on Site®Yes❑No Buffer Impacts:®No❑YES: _acre(s)
Wetlands Delineation has been completed:®Yes❑No Isolated wetland on Property❑Yes❑No
US ACOE Approval of Delineation completed:!Zl Yes I I No 404 Application in Process w/US ACOE: ❑Yes X No Permit
Received from US ACOE®Yes❑No
_For DEQ use manly
Fee Split for multiple ermits: Check# Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS $ Stream Deter,_ $
NCDEQ EXPRESS June 2019

LANES FERRY PHASE 1
Express Stormwater Narrative
Project Narrative:
HCT Pender, LLC is proposing the construction of phase 1 of Lanes Ferry in Pender County.
Phase 1 will consist of 215 lots with a wet detention pond. The project is within a drainage
basin that drains to Northeast Cape Fear River (B, SW). The stormwater will be conveyed by a
variety of facilities that include wet detention pond. In addition, the project will be sized to
meet Pender County stormwater ordinance.
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Norris, KeHie E
From: Norris, Kellie E
Sent Monday,June 28,2021 12:07 PM
To: Tim Clinkscales
Cc: Christine Hall([e-mail]);Weaver,Cameron
Subject: Express Request for Lanes Ferry
Mr.Clmkscales-
Below Cameron was requesting an updated narrative and updated site plan for the Lanes Ferry WWTP. In response only
the Lanes Ferry Phase 1 documents were sent in return. 1 am respectfully requesting a different narrative and site
plan. I'm only looking for the narrative to mention the removal of area from SW8 090316 and for the site plan to
illustrate where the area is that will be removed.
I apologize if this is frustrating,but we keep everything on file and need it to be correct and thorough,especially for the
express program.
Cameron and I are having a scheduling session tomorrow. On a good note, if you can get me these items tomorrow by
12:30, Lanes Ferry at the top of the list to be scheduled.
Thank you for understanding.
Sincerely,
Ke.Ll.i, . f3efHti Nark&-, EIT
Environmental Engineer
NC Division of Energy,Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 29405-3845
Phone: [phone]
DI"m E
-0�
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From:Weaver,Cameron<cameron.weaver ncdenr.eov.
Sent: Friday,June 18,20218:16 AM
Tom:Tim Clinkscales<tclinkscales paramounte-ene.com>
Cc:Norris, Kellie E<[e-mail]>
Subject:RE: [External] RE:Express Request for Lanes Ferry
i

Hi Tim.
You indicated in your May 31 email that you would provide an updated site plan and drainage area for the WWTP. We
have not received that as of this email. Please provide the updated narrative,overall site plan and drainage area for the
WWTP. We can use the already submitted quad map and will then be able to schedule this.
Cameron Weaver
Environmental Assistance Coordinator
DEALS-DEQ Wilmington Regional Office
127 Cardinal Drive
Wilmington NC 28405
[e-mail]
Direct: 910-796-7265
DEQ: 910-796-7215
from:Weaver,Cameron<cameron.weaver ncdenr.gov>
Sent:Thursday,June 17,202112:21 PM
To:Tim Clinkscales<tclinkscales@ Para mounte-ene.com>
Cc:Norris,Kellie E<[e-mail]>
Subject:RE: [External] RE:Express Request for Lanes Ferry
Hi Tim.
We need a complete request packet for the Lanes Ferry WWTP,including the materials detailed in the form instructions.
Please update the narrative of the Express Request that has been submitted for the Lanes Ferry WWTP,including
removing the area from 5W8090316 and showing area being removed on an overall site plan.
Cameron Weaver
Environmental Assistance Coordinator
DEACS-DEQ Wilmington Regional Office
127 Cardinal Drive
Wilmington NC 28405
[e-mail]
Direct: 910-796-7265
DEQ: 910-796-7215
from:Tim Clinkscales<[e-mail]>
Sent:Thursday,June 17,202111:09 AM
To:Norris,Kellie E<[e-mail]>
Cc:Hall,Christine<Christine.Hall ncdenr.eov>;Weaver,Cameron<[e-mail]>
Subject:RE:[External] RE:Express Request for Lanes Ferry
CAUTION:External etma#.Do not click links o r open attachments unless you verffyr.Send all suspicious emag as an attachmeritto
ffe-22 t§Ctam.
To all
Checking on this request from a few weeks ago
l
Thanks
2

Weaver, Cameron
From: Weaver, Cameron
Sent: Thursday,June 17, 2021 12:21 PM
To: Tim Clinkscales
Cc: Norris, Kellie E
Subject: RE: [External] RE: Express Request for Lanes Ferry
Hi Tim.
We need a complete request packet for the Lanes Ferry WWTP, including the materials detailed in the form instructions.
Please update the narrative of the Express Request that has been submitted for the Lanes Ferry WWTP, including
removing the area from SW8090316 and showing area being removed on an overall site plan.
Cameron Weaver
Environmental Assistance Coordinator
DEACS-DEQ Wilmington Regional Office
127 Cardinal Drive
Wilmington NC 28405
[e-mail]
Direct: 910-796-7265
DEQ: 910-796-7215
From:Tim Clinkscales<[e-mail]>
Sent:Thursday,June 17,2021 11:09 AM
To: Norris, Kellie E<[e-mail]>
Cc: Hall,Christine<Christine.Hall @ncdenr.gov>;Weaver,Cameron<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
To a I I
Checking on this request from a few weeks ago
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-enci.com
From:Tim Clinkscales
Sent: Monday, May 31,20215:43 PM
To: Norris, Kellie E<[e-mail]>
1

Cc: Hall,Christine<[e-mail]>; cameron.weaver<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
Kellie
I have gotten with the original design engineer for the treatment plant. Based on that, enclosed is the express request
for both the treatment plant and Phase 1A. We will update the drainage area for the plant
Please let me know what else is needed to put on the schedule for both
Thanks and good day
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Norris, Kellie E<[e-mail]>
Sent:Wednesday, May 5, 20217:03 AM
To:Tim Clinkscales<tclinkscales paramounte-eng.com>
Cc: Hall,Christine<[e-mail]>; cameron.weaver<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
See below.
Thanks-
K&Ui.& l3e4i-,- No-rri y, EIT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Sto:mwater Permitting
127 Cardinal Drive Extension
'Vilmington,MC 28405-3845
Prone: 91C.796.7345
.�rw
l E
Q 101�
E-mail correspondence to and from this address may be subject t-o the North Carolina Public Records Law and may be
disclosed to third parties.
From: Norris, Kellie E
Sent: Monday,April 26, 2021 12:57 PM
2

To:,TiPn Clinkscales<[e-mail]>
Cc:Christine Hall ([e-mail])<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
Mr. Clinkscales-
On the express fee schedule at the bottom 1.ii states that a project is not eligible for the express process if it impacts
another permit, overlaps another permit,or causes another permit to become out of compliance. The only exception is
when the necessary resolution to the adjacent or impacted permit is also submitted to the express stormwater
permitting program and accepted at the same time.
Per your answer below and the rule stated above,another express request, narrative, and revised WWTP site plan will
need to be submitted for the modification of the WWTP low density permit(SW8 090316) so that the drainage areas do
not overlap.
Thank you-
Ke. Z& 13� No-rri s,, EIT
Environmental Engineer
NC Division of Energy,Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Phone: [phone]
it—
aow"�DEQ
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From:Tim Clinkscales<[e-mail]>
Sent:Saturday,April 24,20212:34 PM
To: Norris, Kellie E<[e-mail]>
Subject: [External] RE: Express Request for Lanes Ferry
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
The road in question is eliminated with the access from the plant being modified. With that,we will update the WVJTP
low density permit to account only for that land
l Thanks
Tim Clinkscales PE, PLS

r �
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.[)aramounte-eng.com
From: Norris, Kellie E<[e-mail]>
Sent:Tuesday,April 20, 20214:04 PM
To:Tim Clinkscales<[e-mail]>
Subject: Express Request for Lanes Ferry
Mr. Clinkscales,
I am currently reviewing the Lanes Ferry Express request. It looks like the Lanes Ferry WWTP has its own stormwater
permit(SW8 090316) which includes an access road out to 210. It is hard to tell from the submitted site plan if any of
the proposed area falls into the existing stormwater drainage area of SW8 090316. Can you clarify this for me?
Thank you-
V-O ix, f3e41-, No-rri k, EIT
Environmental Engineer
NC'Division of Energy, Mineral aad Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Phone: [phone]
�����D�-0,,�EE Q
E-mail correspondence to and from this address may be sub,'ect to the North Carolina Public Records Law and may be
disclosed to third parties.
4

Jessica M Edmonds
From: Norris, Kellie E
Sent: Wednesday,July 7, 2021 10:14 AM
To: Jessica M Edmonds
Subject: FW: [External] RE: Express Request for Lanes Ferry
Follow Up Flag: Follow up
Flag Status: Completed
This email chain needs to be printed and put w/the Lanes Ferry file.
Thanks-
KeV,Zt. 13&tP, No-r rc p, E17
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Phone: [phone]
�.�.■er.wrr
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Norris, Kellie E
Sent: Monday,June 28,2021 1:27 PM
To:Weaver,Cameron<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
It does say in there that he is modifying
It just doesn't include permit number, but that's ok.
KB
From:Weaver, Cameron<cameron.weaver ncdenr.eov>
Sent: Monday,June 28, 2021 1:25 PM
To: Norris, Kellie E<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
I am not reading something correctly. Where has he modified this narrative to cover what you are requesting?
1

Cameron Weaver
Environmental Assistance Coordinator
DEACS-DEQ Wilmington Regional Office
127 Cardinal Drive
Wilmington NC 28405
[e-mail]
Direct: 910-796-7265
DEQ: 910-796-7215
From: Norris, Kellie E<[e-mail]>
Sent: Monday,June 28, 2021 12:12 PM
To:Tim Clinkscales<[e-mail]>
Cc:Weaver,Cameron<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
Thank you for the narrative and for revising site plan. I will be looking for it so we can get these 2 projects scheduled
tomorrow.
Regards-
K&UZ& Norris% EIT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
�.�r.�wr•rrrw•
1mmt'f of i11'.uoar�wrrla�$yitlt�
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From:Tim Clinkscales<[e-mail]>
Sent: Monday,June 28, 2021 12:09 PM
To: Norris, Kellie E<[e-mail]>
Cc:Weaver,Cameron<cameron.weaver ncdenr.gov>
Subject: FW: [External] RE: Express Request for Lanes Ferry
CAU T iON: External email. Do not click iinks or open attachments unless you verify.-send all suspicious email a�an zlm"C:MSW0
Report�pa�n.
Kellie
2

I will send the site plan, but making sure you got the narrative that was sent on the 171n
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.12aramounte-eng.com
From:Tim Clinkscales
Sent:Thursday,June 17,2021 12:29 PM
To: '[e-mail]'<[e-mail]>
Cc: Norris, Kellie E<[e-mail]>; Hall,Christine ([e-mail])<[e-mail]>
Subject: FW: [External] RE: Express Request for Lanes Ferry_
Here is the package that supplements the original package that was sent months ago. Please let me know if you need a
duplicate of site plan and quad map shown for the development
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.r)aramounte-enci.com
From:Tim Clinkscales
Sent: Monday, May 31,20215:43 PM
To: Norris, Kellie E<[e-mail]>
Cc: Hall,Christine<[e-mail]>; cameron.weaver<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
Kellie
I have gotten with the original design engineer for the treatment plant. Based on that,enclosed is the express request
for both the treatment plant and Phase 1A. We will update the drainage area for the plant
Please let me know what else is needed to put on the schedule for both
Thanks and good day
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
3

www.paramounte-eng.com
From: Norris, Kellie E<kellie.norris([e-mail]>
Sent:Wednesday, May 5, 2021 7:03 AM
To:Tim Clinkscales<[e-mail]>
Cc: Hall,Christine<[e-mail]>; cameron.weaver<[e-mail]>
Subject: RE: [External] RE: Express Request for Lanes Ferry
See below.
Thanks-
K&Ui-& f3e +L, No-r•ri y, EIT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
0Z.7.%AW
-=-E
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Norris, Kellie E
Sent: Monday,April 26,2021 12:57 PM
To:Tim Clinkscales<[e-mail]>
Cc:Christine Hall (Christine.Hall@ ncdenr.gov)<Christ:ne.Hall @ncdenr.gov>
Subject: RE: [External] RE: Express Request for Lanes Ferry
Mr. Clinkscales-
On the express fee schedule at the bottom 1.ii states that a project is not eligible for the express process if it impacts
another permit,overlaps another permit,or causes another permit to become out of compliance. The only exception is
when the necessary resolution to the adjacent or impacted permit is also submitted to the express stormwater
permitting program and accepted at the same time.
Per your answer below and the rule stated above,another express request, narrative, and revised WWTP site plan will
need to be submitted for the modification of the WWI P low density permit(SW8 090316)so that the drainage areas do
not overlap.
Thank you-
KeUU, 6&0%, No-►-r4-, EIT
Environmental Engineer
4

NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Phone: [phone]
r•;.. ��s�c: DC�
� E
**00 mi 4 idavoity
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From:Tim Clinkscales<[e-mail]>
Sent:Saturday,April 24,20212:34 PM
To: Norris, Kellie E<[e-mail]>
Subject: [External] RE: Express Request for Lanes Ferry
CAUTION:Exterml empl.Do rot c5ch links or open Maslvnnents unless you verifY.Swd sill rusks etraH as an at hm(-nt to
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The road in question is eliminated with the access from the plant being modified. With that,we will update the WWTP
low density permit to account only for that land
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Norris, Kellie E<kel [e-mail]>
Sent:Tuesday,April 20, 20214:04 PM
To:Tim Clinkscales<[e-mail]>
Subject: Express Request for Lanes Ferry
Mr. Clinkscales,
I am currently reviewing the Lanes Ferry Express request. It looks like the Lanes Ferry WWTP has its own stormwater
permit(SW8 090316) which includes an access road out to 210. It is hard to tell from the submitted site plan if any of
the proposed area falls into the existing stormwater drainage area of SW8 090316. Can you clarify this for me?
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Thank you-
KeWt, l3efk. No-rri y, EIT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington,NC 28405-3845
Phone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
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