HomeMy Public PortalAboutPRR 22-2906
Renee Basel
From:J Mo <jdsm.64@gmail.com>
Sent:Friday, August 26, 2022 6:44 AM
To:Renee Basel
Cc:Rita Taylor
Subject:Document Requests - Permit Filing Fee
\[NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments
unless you are sure the content is safe.\]
Good Morning Renee,
Thank you for clarifying how I must properly request a record from the town of
Gulf Stream.
I would like just two town records please:
Town Clerk, Rita Taylor
Permit Filing Fee - accounts receivable to the town of Gulf Stream
Building Permit Application # 21-199439 and # 21-199513
Dated August 17, 2021 initials RTayler from Mr. Benjamin 1200 N Ocean Blvd.
For the record, I did find a permit application folder for 1200 N Ocean Blvd just the other day, over a year later,
for permit # 21-199439 8/17/21
I opened 15 folders on file and I did not see it.
For the record, any other documents I improperly requested via email since
August 3, 2022 to anyone at the town hall I rescind.
Respectfully submitted,
Jennifer Morris
1
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
Delivered via e-mail
August 26, 2022
Jennifer Morris [mail to: jdsm.64@gmail.com]
Re: GS #2906 (Permits)
I would like just two town records please:
Town Clerk, Rita Taylor
Permit Filing Fee – accounts receivable to the town of Gulf Stream
Building Permit Application #21-199439 and #21-199513
Dated August 17, 2021 initials RTayler from Mr. Benjamin 1200 N Ocean Blvd.
Dear Jennifer Morris [mail to: jdsm.64@gmail.com]:
The Town of Gulf Stream has received your public records requests dated August 26, 2022. You
should be able to view your original request and response at the following link:
PRR 22-2906 (laserfiche.com)
The Permit Numbers you have asked for are Delray Beach permit numbers. The Town of Gulf
Stream processed the permit under one permit and Delray Beach broke it into two permits. On
the receipt, the initials you have assumed were Rita Taylor, however, are Rebecca Tew. The
process for the Town of Gulf Stream is whomever receives the check and makes out the receipt
signs or initials the receipt. As you will see on the receipt, there are two permit fees, one for the
Town of Gulf Stream and one for Delray Beach. The Town of Gulf Stream has nothing to do
with the permitting fees set by Delray Beach.
The Town does not upload the permit package until the project is complete, thus the reason it is
not on-line.
We consider this request closed.
Sincerely,
Reneé Rowan Basel, CMC
Deputy Town Clerk
No. 9595
Town of Gulf Stream
Zoning and Design Review Receipt
Date: 6 n I)
Construction Address: Owner's Name: � A
Contractor: �" i U �._ i t l i r� �,.. Phone #:
Contractor's Address: ;i (J �) t v i t c, t m � � VA } f 1 t ll A C& �� 1
Type of Permit Application: i n _ ,A (Al�' Y t E , - oc 1( t �1 �JCa I A .1 c v Q- `(1�
Gulf Stream Review Fee $ 8 3 Cash ❑ Chck-:� LP
From: � �p,ri�.N��(ti r1 �i ,'u r� By:
This receipt covers review for zoning and design related requirements only. Construction shall not commence until
required Delray Beach, County and State permits have been secured, and appropriate fees paid to issuing agencies.
Permit Phone Access #Q�rj7-::�a--1-0 City of Delray Beach Permit # 9 L4 -3q
Issue Date: Delray Beach Permit Fee:
100 NW V Avenue - Delray Beach, FL 33444
f 561) 243-7200 - Fax (561) 243-7221
wwiv.mydellraybeach.com
APPL DATE
j P.S.C. VERSION
ACCEPTED BY PERIM[FTFNO.
OWNER INFORfdATION
I CONTP.ACTOR & DESIGNER INFORMATiON
Name Stephen Benjamin
iQ Check if OwneriBuiider (See Page 3' )
Address 1200 N Ocean Blvd
Contr&(;tor License No. ()GCI 529533
sty Dei-ay Beach State FL Zip33483
— -
Workers'comp Na. ALMA02495-01
J
Home 'Phone. (
Company Five QM Construction LLC
Address 2405 Quantum Blvd
Cell Phorie 252 1 617-1129
City Boynton Beach State FL Zip 330_26
Fax No.
Ernail A01ress
Phone 561284-6230 _ Fax
PROPERTY WFORMATIGN
I Email PermltsQ_Fi LeDM.com
Architect/Engineers name —Michael BaDer
Property Control NurniDer:
__,2_9 _qJ - 000 -_LO:,2
Address
Address of Proposed Work
1200 N Ocean Blvd
FOR PERMIT EXPEORERS ONLY&r pemit pick-up):
Contact Name
21 M8 L5a0,USVJn
Legal DescrVtjon "2
Phone
Ste or Apt # / Floor
Cell
Project Name (if applicable)
ADDITIONAL INFORMATION
Fee Simple Title Holder (if other than owner)
Address City State Zip
Mortgage Lander Bonding Company
Address I Address
City State Zip i City State Zip
DESCRIPTION OF PROPOSEQ IMPROVEMENTS
i Description of the proposed work (.view Construction, Addition, IntariorlExterior Alteration, Windows/Doors, etc.) New Construction-
i+. 11 -Ar Trtdine D�n,51 amr; mrnirearl imnrh with n.qhfi..5, hPli -AI
anchors -Form and our nevv concrete cap, concrete walkway, and retaining wall -install new dock, bumpers, adders and 20k boat lirt
is this a City orRe-hab project? E] Yes 0 No is the building served with an automatic fire sprinkler system? ClYes ZI No
Current Use or Occupancy is this a change in the Use or Occupancy? 0 Yes 11 No
For Impact Fee Credit, Existing or Previous Structure
Type or Structure Demolished: 0 3FR [] Commercial C. Commercial accessory Building
PLEASE CHOOSE ONE OF THE FOLLOWING:
NEW CONSTRUCTION & ADDITION$ - FEE SCHEDULE I*
TCTION TO INOLUDE.,2-U2.6-�0
TO I ALOO-ST OF CONS iRU
STRUCTURAL, ROOFING, EI-EC, MECill, PLttttn!��
$__S07797M
NOTE: OTHER ASSOCAT -ED TRADES TO BE FEED SEPARATELY
UNDER FEE SCHrzt)ULFE 11 OR21,
THESE INCLUDE: LOW VOLTAGE, HOODISUPPRESSION
SYSTEM, FIRE SPRINKLERS, IRRIGATION, LANDSCAPING-
PAVtNC�, ETC.
0
MISCELLANEOUS PERMITS — FEE SCHEDULE I]*
ALTERATIONS & GENERAL CONSTRUCTION --SCHED, ill'
TOTAL COST OF CONSTRUCTION.- $_
,COST OF CONSTRUCTION WITHOUT TRADES:
NOTr---
ALL SUB -TRADES TO BE FEED SEPARATELY- THESE
INCLUDE ELEC, MECH, PLBG, ROOFING, LOW VOLTAGE,
HOODISUPP SYSTEM, FIRE SPRINKLERS. IRRIGATION,
LANDSCAPING. PAVING. ETC,
FOR DETAILS
FA
ordoh—h"Mm
APPLICATION CGRTIFICATION AND ACKNOWLEDGEMENT
Apipi-icetoi-, is hereby rnade!c, olhtair. a pernrif in do tN' 6,*& and ins'?,ton as mdica,�ict
Xmrnenu!u I 'prior to tr4e tssuarse of i Daiml and 1hal all WciY( vn)! bo -e4OW-.0d to reef slanda"'Is of a!; 1.1vts fi;l-oulflin�
rs
consifu(,liun in ibisJunsdiction. A City Building Petmit does not assute COM102noc WilliHOMOOW" SsOcMi0l 's
roplations widjor deed restrictioms. Applicant it to obtain approval Promo the Homeowmers AsSociation belore,
improvinS my ptopemy. App)rcam further acimowiedues 'Unc. Miq'mmq
3eLarole pemzs mus` be ,;a,:.ursd for ELEICT RICAIL P,,U;*V;ia!NC, MEC'4,4NICAL, VJIFLLS, POLL ; 6 t-"R'F_ SPW1JrLFJ-,.
HU AN[)SrAP1_7, 'RPICATiON, Ri- DORN'G, 8 17T
I ril� "Rrmli be-c-"e" nuili aid void 'f vyor' of mxc_'1'JrA1j0'1. 2jllhortzea ls, rio, 'y f6' nor''ris or
p-s-nuclion cr wA is su&cended or atar,4�oned for a perioc of six rn-)nih" at any Wne after 15 mr, ia
r';injmI! will be susp—dod of if'l d0e�' _11C! pa';5 "'ST'ector' within 160 davB anc, Wil! be SuOlt(-'!
iee in the arriount in force W, Ine wrie 01 reavtivalbon
lo jmf"N riav pppilcah!'- cnn-:1r.p"i0r' rh;J" in theho_!&ny V"
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P -;cies. '�' at agerc4es
tt�os s:., 'i aswater mana.—ament districts, state 6 e
WARNING '70 OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YCUR
�,AYING' T1MCFE FOR IMPROVEMENTS x C YOUR PROPERTY. A NOTICE OF 4:0MIMENCEMENT IMUS T BE
,�!CORIMD AND POSTED ON, THE .105 S!TE BEFORE THE FIRST INSPECTION, IF YOU INTENC11 To OR TIN
X E
71SANC04G, CONSUUT WITH YOUR LENCER. OR AN ATTORNSY Sr -FOR 0 MMFNcJNs
RECORDING YOUR NOTICE OF 00MIMENCEMSINT.
()IVVNER�S AFFIDAVIT: 1 he,etiy cvlity that I llnv-�� reac ano examinec ti-)is amc' K:,m it-,o 10 tle 'klnde
col -act prov;S;on's of iav's ana orcimiances goverr'Irip ,iI,i. * i., I (,work %rivi he complied wit'�'MlCtn�D? SCe��'
is iyre G -
")ereln, or riot. T'-e grarifing of a merm: doe; ice s�P_,sljmia to give au -'homy to 'viciate 4r camel tr' pr0lrfszoll5 0:
k"ths'sts"s o" iocCal J';rW regulating cons-,rkctjoi, or v,e perlorm.pme of cDnstruc.;cn
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!�1171"Wcdti' n:
w of FWide
Aficle S oremm
•MyCornminion HM 141279
iv. 077m" EXPM MI 112026
CITY OF DELRAY BEACH
COMMUNITY IMPROVEMENT DEPT.
(561) 243-7200
INSPECTIONS - CALL (561) 243-7218
Contractor, Owner, Agent
"FAILURE TO COMPLY WITH THE
MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE
FOR BUILDING IMPROVEMENTS"
Date Applied: 9 / 0 2 / 21
Prepared by: MARTINL
Date Issued: 8 / 0 9/22
Permit Type: SITE DEVELOPMENT PERMIT - 8/12 Permit No.:
Permit Phone Access#: 2757870 21-00199439 000 000 SIDP 01
city Range Twnsh . Section Subdivision Block Lot Plat/Book/Page
20 43 46 09 01 000 0072
Property Address Zoning Reviewed B
1200 N OCEAN BLVD UK PPR
ouWulvIJIVI l IV0III0
••••f .--"'-..--
SITE DEVEL (DRAINAGE/UNDERGROUND WORK)
Owner's Name/Address/Telephone
Contractor's Name/Address/License/Telephone
BENJAMIN HELEN Z & STEPHEN D
3109 GRAND AVE #566
CORAL GABLES FL 33133
FIVE DM CONSTRUCTION LLC 561-284-6230
2950 NW COMMERCE PARK DR #4
BOYNTON BEACH FL 33426
Additional Comments
Construction
EPI/EER
FFE
FLZ
Occupancy
S . Ft.
Valuation
.00
.00
UK
UK
262000
Schedule of Fees and Additional Information
AMT CHRG
AMT PAID
AMT DUE
ACCOUNT
PERMIT FEES
2753.00
.00
2753.00
125-0000-322.10-00
OTHER FEES:
BLDG SURCHARGE-DCA 1ST
110.12
.00
110.12
001-0000-208.05-00
BLDG SURCHARGE-DBPR 1ST
165.18
.00
165.18
001-0000-208.06-00
GRAND TOTAL
3028.30
.00
3028.30
SPECIAL NOTES & RESTRICTIONS:
TEMPORARY FENCE,BASIN PREP AND BASIN
EXCEVATION, INSTALL NEW TRULINE PANELS
AND GROUTED TRENCH W/ DSMS HELICAL
ANCHORS.
CODE VER: FBC 2020
THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND
EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED
AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED.
Any change in building plans or specifications must be recorceo wan tnis orrice. mny wom rlui wvalcu aUw�, IIIUJL 110— a V—u r�� -- V„�, .,
starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of
Ordinances of the City of Delray Beach.
OWNER —BUILDER AFFIDAVIT
Owner:
en, VIA I Permit #:
(Please Print)
I hereby apply for a Building Permit in the City of Delray Beach Florida and will personally supervise and control
the permitted construction and will observe all of the requirements of the Building, Electrical, Plumbing,
Mechanical, Zoning and other technical codes as adopted and enforced by the City of Delray Beach, Florida.
WBEN ISSUED, I UNDERSTMND THAT THIS pERMIT IS FOR CONSTRUCTION OF IMPROVENIENTS EXEMPT UNDER
489.103(7) OF THE FLORIDA STATUTES, AND CERTIFY THAT I AM THE BONA FIDE OWN 'R OF SAID PROPERTY. I
ALSO UNDEMTA.i•D MAT,
State lave requires construction to be done by licensed contractors. I have applied for a permit under an
exemption to that law. The exemption allows me, as the owner of the property, to act as my own contractor even
though I do not have a license. I must supervise the construction myself. I may build or improve a one -family or
I
wo family residence or a farm outbuilding. The building must be for my own use and occupancy. It may not be
built for sale or lease. If I sell or lease more than one building I have built myself within one (1) year after the
construction is complete, the law will presume that I built it for sale or lease, which is a violation of this
exemption. I may not hire an unlicensed person as my contractor. My construction must be done according to
building codes and zoning regulations. It is my responsibility to make sure that people employed by me have
licenses as required by state law and by county or municipal licensing ordinances. I certify that I have not
completed a residence or duplex under an owner — builder permit within the past twelve (12) months. I am
responsible for all work done by my employees and that proper provision has been made to carry the necessary
workers compensation, public liability and property damage insurance. withholding of social security, federal
income taxes and payments of federal and state unemployment compensation taxes, as required by law,
I, THE OWNER OF THE PROPERTY DESCRIBED AS (address)
Do hereby certify that I have read the foregoing, and am aware of my responsibilities, and liabilities for
construction work on the above described property and do hereby covenant and agree to abide by all of the
aforesaid stipulations. I further understand that any falsification of the above statements constitutes fraud and
may result in cancellation of this permit and the imposition of other penalties as prescribed by law.
Owner:, /
Date: ,.
(Pleasr Sign), - f
STATE OF FLORMA
COUNTY OF PALM BEACH
The fore 7,,n,gll',—
. ent was acknowledged before me this � day ofE�5By r - / �.-� 4 who is personalty known to me or who as produced
(type of ID)
n
-3-
(sue) I
'�j.Nolary PuDC Staff of Fb1+da
j MY Co ummon HH Q255o7/ r:Wft 07=12024
S LZ
COMMISSIONERS
SCOTT MORGAN, Mayor
ROBERT W. GANGER, Vice -Mayor
JOAN K. ORTHWEIN
THOMAS M. STANLEY
DONNA S. WHITE
DATE:
8/17/2021
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
DAMAGE BOND
ADDRESS: 1200 N. Ocean Blvd.
AMOUNT: 5,000.00
PURPOSE: Damage Bond
CHECK #: ID 6
CHECK WRITTEN BY:
CHECK RECEIVED BY: R. Tew
SIGNED:
TOWN OF GULF STREAM
SIGNED: 6/1-
AGENT
x:\deputy shared\forms\bldg & occ reg dept forms\damage bond.docx
Telephone
(561)276-5116
Fax
(561)737-0188
Town Manager
WILLIAM H. THRASHER
Town Clerk
RITA L. TAYLOR
® RECEIVED
7116/2021 Your Proposal
AUt3
Town of Gulf Sr;;, FL
2405 Quantum Blvd • Boynton Beach, FL 33462 • Phone: 561-284-6230
Stephen Benjamin
252-617-1129
1200 N Ocean Blvd
Delray Beach, FL 33483
Attached Files:
BenJarnin - Lemon Hill Boat Basin
Site Preparation & Restoration
Title Description
Temporary Supply and install up 300' of 8' temporary fence with green
Fencing privacy screen and 1 double gate. Approximately 30' will be
located on the Smith property
Silt Fence
Supply and install perimeter of sift fence in accordance with
plans. Approximately 30' will be located on the Smith
property
Sanitation
Owner allows Five's direct employees, vendors, and sub
contractors to use the on site garden shed restroom facility.
As It may eventually be demolished upon completion of
project or later.
Temporary
Remove two columns and retaining wall as needed at east
Drives &
entry. Widen east entry as needed with with a compacted
Column
road base. At the yellow pebbles area in drive scrape and
Removal
stock pile in a coinvent location for future use. Then add a
compacted road base. Construct a compacted road base
turnaround.
At completion of project remove road base and temp d, ives,
hull away and return to grade Sod irrigation landscaping
and further site restoration by others and not included.
(if columns do not need to be removed save $900 per
column)
Clearing & Excavation
Print -date: 7-16-2021
Group Price: $24,200.00
Qty / Unit Price Price
Unit
1 5,600.00 $5,600.00
1 1,800.00 $1,800,00
1 0.00 $0.00
1 16,800.00 $16,800.00
sa
Group Price: $262,000.00
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7/16/2021
Your Proposal
Title
Description
Qty / Unit Price Price
Unit
Grubbing,
Clear and grub all pre determined and marked trees and
1 262,000.00 $262,000.00
Clearing,
brush which will be marked by the assigned landscape
Basin
architect. Haul away and dispose of properly.
Prep, and
Basin
Shoot elevation then dig and grade work site to a level clear
Excavation
surface in preparation of the Truline panel installation and
basin excavation. Layout and mark Truline perimeter then
excavate trench for Truline panels.
After panels and tiebacks are installed along with cells and
bottom of trench poured with concrete, carefully excavate
basin in accordance with plans and demo existing seawall.
Stockpile material and hull away.
This cost is determined by the extreme nature of hardened
shellrock / limestone. Shell rock Is classified as extremely
difficult digging, just slightly easier than caprock / coral rock
found just south of this area. The soil removed will likely be
of no value and considered waste.
Although there should be no hammering involved, in the
event there is a breaker/hammer needed, this estimate is
not Inclusive of it. Pricing will be determined on the severity
and billed on an as needed daily basis of an additional
$2,860.00 per day.
Dewatering if needed at contractors discretion is included In
this price.
(Mr. Bartons property will be monitored daily by Five staff to
ensure dust pollution is at an absolute minimum and if
needed will perform a dean up. If debris or dust pollution
contaminate Mr. Bartons pool of the course of construction.
Five agrees to pay for one pool cleaning service at the
completion of the project)
Trueline
Seawall & Grouted Trench
Group Price: $361,620.00
Title
Description
QtY / Unit Price Price
Unit
Truline
After initial clearing and grading to benchmark elevation.
276 1,140.00 $314,640.00
Panels
Dig perimeter trench approximately 4' wide and 16' deep.
and
Then supply and install 276' feet of Truline 8" x 12" x 18'
Grouted
interlocking U channel grey in color panels. Remove
Trench
sediments from U channel cavities and set one vertical
steel rebar # 11 in the center of each channel with a rebar
locator and hammer to resistance. Then fill with 3000psi
concrete properly placed and vibrated.
Backfill behind wall with stockpiled clean material prior to
cap forming and pour. Compact and wash in as required to
achieve density.
(The length of the panels and structural design are
determined based on the provided geotechnical reports of
the proposed work site and proposed elevations. The
success of the design Is dependent of the site conditions
matching the geo technical reports. If the site conditions
very to a degree of concern the engineer of record will
reevaluate the design based on the actual site conditions
and provide a solution. If an alternate approach to the
design is required an alternate price will be given)
Sg �
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7/16/2021
Your Proposal
DSMS
Prior to panel placement supply and install DSMS helical
29 1,620.00 $46,980.00
Deadman
anchors at 14' in length to ensure the stability of the wall.
Deadman to be placed at 10' centers to property support
wall loads. (DSMS anchors will be tested, if additional
length is required it will be $500.00 per 7' foot extension)
Anchors will be connected to panels and used to stabilize
panels during construction and placing of grout. Also
anchors will not intrude on to Bird Sanctuary.
Cap, Walk, & Retaining Walls
Group Price: $149,488.00
Title
Description
QtY / Unit Price Price
Unit
18" x 24"
Form and pour 276' of 18" x 24" concrete cap using quality
276 248.00 $68,448.00
Concrete
forming materials and best practices. Tensile strength to be
LNFT
Cap
achieved with basalt (RockRebar) and be designed to the
equivalent of #5 horizontal steel and equivalent #3 hoops
per drawings. At all corners use comer bars. Cap to poured
using 5,000 psi fiber mixed concrete placed carefully then
vibrated property. Cap to be a smooth surface with a
chamfer. Provide an engineered control joint at proscribed
distances.
Integrated From and pour 160' of 10" x 2' concrete walk integrated into 160 264.00 $42,240.00
4' Walk concrete cap for a total width of 4' from face of cap to
and retaining wall. Retaining wall to be 12" thick and T tall.
Primary Ensure quality forming materials and best practices are
Retaining used. Tensile strength to be achieved with basalt
Wall (RockRebar) and be designed to the equivalent of #5
horizontal and vertical steel mats. Walk to be poured in
conjunction with cap to using 5,000 psi fiber mixed concrete
placed carefully then vibrated properly. Retaining wall to be
poured separately with 5000psi fiber and have a chamfer.
Provide an engineered control joint at proscribed distances.
Upper
Form and pour a 12" upper retaining wail with a footer in
100 388.00 $38,800.00
Retaining
accordance with plans. Follow the contour of the hill for the
Wail
finish top in accordance with the plans. Tensile strength to
be achieved with basalt (RockRebar) and be designed to
the equivalent of #5 horizontal steel and vertical steel. Pour
using 5,000 psi fiber mixed concrete placed carefully then
vibrated property. Retaining wall to be a smooth surface
with a chamfer. Provide an engineered control joint at
proscribed distances.
Additional cosmetic finishes such as stone applications, tile,
or stucco and paint are yet to be determined and are not
Included in the contract price.
Composite
Dock & Piles
Group Price: $42,450.00
Title
Description
QtY / Unit Price Price
Unit
Dock
Supply and install up to 10" x 3/8 x 30' FP100-038-40
7 2,250.00 $15,750.00
Pilings
composite Fortress Pilings to required depths. Pilings to be
exposed no more than 48" above decking. Pilings will be
installed per dock layout and drilled / driven as required to
resistance then one #11 rebar and filled with concrete.
Decking 8
Dock to be (65' x 5') or (325 SQFT) Dock will be
325 62.00 $20,150.00
Sub
constructed using #1 pressure treated lumber including 3" x
Framing
8" cross bucks from piling to cap and 2" x 8" stringers.
Using 5/8 stainless steel through bolts at each cross buck
Y
connection and 1/2' stainless steel 8" lags at each stringer
U�
connection. Strap stingers to cross bucks at each end using
httpsJ/buildertrend.net/LeadstLeadProposalExtemal.aspx?ieadlD=U3neo4SR5v4eZyhi2_L31A&proposaliD--"jZ4YR8k&openPrint=True 3/8
7/18=21
Your Proposal
a Simpson HBSS. Subframing will be on 16" centers to
support composite decking.
Decking to be Azek Harvest color Slate Grey and attached
using camo screw hidden fastener method.
Pile
Dress each pile with matching composite 1" x 2" dressings
7 450.00 $3,150.00
Dressings
and cap with a black ABS plastic cap to enhance the look of
& Cap
the dock.
Bumpers
Supply and install (7) 8' mounted rubber bumpers. Add 1
1 3,400.00 $3,400.00
Ladder &
fixed 6 step safety ladder per code.
Whips
20K No
Profile Lift
Group Price: $68,162.00
Title
Description
Utt Unit Price Price
No Profile
Supply custom 20,000 lb. No Profile elevator boat lift.
1 62,400.00 $62,400.00
Boat Lift
Platform area to be 3' x 26' long. Decking to be composite
decking to match deck. Hydraulic motors and cover boxes
to be mounted within 100' and create recess in cap for the
elevator lift to mount to. to seawall cap. Provide 3 Tier
kayak rack.
(January 1st 2022 is the goal for No Profile to be confident
in the design improvements and will begin production then)
Boatlift
Boat lift Installation: Install all boat lift components remote
1 5,762.00 $5,762.00
Installation
box and accessories fit and test vessels and adjust bunks
as required. Install kayak rack.
Electrical hook up and power by others.
Ancillary Services
Group Price: $0.00
Title
Description
city I Unit Price Price
Permitting
Submit engineered drawings and permit documents to local
1 0.00 $0.00
municipality. Coordinate inspections & project close out.
Have an in house permit technician track permit status and
provide updates during permitting process and provide
updates at all times during project.
(Permit Fee to city of Gulf Stream will be paid directly by
owner any additional surveys or engineering site
inspections, as built drawings will be billed on an as needed
basis)
Electrical
Five Dredge & Marine will coordinate required plumbing
1 0.00 $0.00
&
and electrical activities including permitting, planning, and
Plumbing
performance at a flat rate cost of $0.00. Scope of work to
include plumbing sanitary and supply to dock and power to
dock power pedestal and boatlift.
Owner to pay approved electrician and plumber directly for
their services.
Total Price: $907,920"00
TERMS & CONDITIONS
IS8
(Please read carefully to ensure you understand our process and
your obligations. We pride ourselves
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on a positive experience!)
PAYMENT TERMS
15% U on n accgpjauje(Check or Payment must be processed the day this contract is executed funds
will be ap plied o deposits for Truline panels, NoProfile lift, & scheduling of pmnjw).
10Upon mobilization (Check or Payment must be processed the day—upjpment is mobilized and
work commences).
10% Upon site graded & trench dug_(Check or Payment must be processed the day trench is due and
panel install begins),
10% UpQp_panel installation (Check or Payment must be processed the day the panels are poured
with concrete).
1.0% Upon 50% of basin excavation complete Check or Payment must be processed upon 50%
completion of basin excavation)
10% Upon basin excavation complete (Check or Payment must be processed the day basin is flooded
and sock t e begins to be hauled out)
10% Upon cap and walk formingjCheck or Payment must be processed the day concrete is poured).
5% Upon upper retaining wall and dock piles (Check or Payment must be processed the day t e
concrete is poured).
5% Upon dock completion and lift deliverv_(Check or Payment must be processed the day the lift
arrives to project & dock is compj).
5% Upon lift install and final grading —(Check or Payment must be processed upon completion of
backfill and grading of site and lift installed
5% Up9a-=j tgc completion and permit closed out (Check or Payment must be processed upon
completion op Loject and permit closed out).
S% Upon 30 days after com le 'on (Check or Payment must be processed 30 days after project and
permit are closed out or earlier upon owners discretion)
*Progress release of liens will be submitted with each invoice
***Site restoration, servicing or repairs of landscaping, sod, irrigation, hard scape, roadways,
electrical, plumbing or any other utilities or personal property are not included and shall not inhibit
collection of any progress draw or final payment and owner agrees to release Five Dredge and Marine
of any liabilities related to site restoration unless Five Dredge & Marine is negligent.
Check payments shall be handed to field technician, wires and online payments will be coordinated
with the office at (561-284-6230) the day the payments are due. In some cases, this could be the
same day.
OUR PROCESS
If you have questions regarding the schedule, our process, or billing, please call the office at
(561)-284-6230
Contract Documents:
Five Dredge and Marine Scope of work included description, quantities, and price.
Five Dredge and Marine Terms and Conditions
MCR Professional Engineering Structural Drawings Dated 7/8/21
Stoddard Site Plan
Site Surveys (Benjamins/Smiths and Bartons) to be completed for work commences.
Nutting Engineers Geotechnicai
-QUALIFICATIONS S
1. Five Dredge and Marine reserves the right to withdraw this bid if not accepted within 30 days.
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7116/2021
Your Proposal
2. Five Dredge and Marine shall build to the specifications, qualifications, dimensions, and standards
set forth in the approved contract documents. Five Dredge & Marine has inspected and studied the
plans, drawings and specifications for the plans, warranties that it finds that they provide sufficient
information to complete the project as described without any change orders within the prescribed
scope of work.
3. If approved engineered drawings reflect additional or reduced requirements Five Dredge and
Marine reserves the right to modify contract price in accordance with scope of work. This change will
be prior to construction commencement and will not exceed the actual cost of the additional
materials and labor.
4. Any alterations involving extra costs will be executed only upon written and signed change orders
and will become an extra charge over and above the contract price.
5. All work to be completed in a workmanlike manner according to standard practices. All materials
guaranteed as specified. Only top-quality materials used and purchased from trusted industry leading
manufacturers and suppliers. We take pride in our finished product.
6. Disclaimer, all -natural lumber, and decking are natural wood products and as such are subject to
variations in weight, density, color, grain and performance. Dimensional lumber will change as the
moisture content in the wood changes with climatic changes. Swelling, shrinkage, checking, and color
change are all normal occurrences in wood decking and can be expected. Pilings are also fiberglass
and can be expected to have inconstancies in shape, roundness, and trueness. Five Dredge and
Marine uses best installation practices and purchase from only qualified and reliable manufactures
and suppliers that share our expectations of top quality.
7. All warranties are void in the case of misuse, overloading and or negligence if the warranted
failure is caused by misuse, overloading, and or negligence.
8. All agreements contingent upon strikes, accidents, or delays beyond our control. Five Dredge and
Marine carries all required licenses, insurances, and workmen's compensation coverage.
9. Five Dredge and Marine does not assume responsibility for suitable access to the job site and will
not be held liable for damage to electrical, water, sewer, or other utilities, landscaping, sprinklers,
buildings, swimming pools, etc., with the exception of negligence or intentional acts. 811 Utility
locates will be marked prior to excavation. Five will over see and coordinate electrical power to lift
and power pedestal, water supply and sanitary sewer connection at no additional cost and owner to
pay permitting, contractor costs and engineering fees directly as required. Any work not specified in
scope will be at the discretion of the Owner as Owner shall specify and will be charged at the rate of
cost plus 20% with bidding and supervision to be provided by Five.
10. Except for its negligence, Five Dredge and Marine, is to be held harmless for the damage of
claims of noise, vibration damage, pollution, oil fallout, & damage to adjacent neighbor's property.
11. If payment is not made when due, the contractor may suspend work on the job until such time as
all payments due have been made. a failure to make payment for a period in excess of 5 business Sg
days from the due date of payment shall be deemed as a material breach of this contract and legal
MosJ/buitdertrend.neULeads/L.eadProposalExtemal.aspx?IeadlD=U3noWR5v4eZyhi2_L31A&proposallD=zLDiZ4YR6k&openPrint=True 6/6
7116=1 Your Proposal
action will be taken.
12. In the event it becomes necessary for Five Dredge and Marine to engage in the services of an
attorney to collect any sums due under this Agreement, the customer will pay for all attorney fees
and all costs resulting in making such collection.
13. Owner does not obtain ownership to any improvement until such time as the full contract sum
has been paid. Failure to pay in accordance with the terms and conditions of the contract may result
in the improvement being removed at the owner's risk.
14. All engineering plans, pile logs, cement sampling and testing and special inspections, threshold
inspections, surveys, and related costs are finical responsibility of owner. Five Dredge and Marine will
coordinate and supervise.
15. Standby time, when a barge and crew have been stopped due to changes by the customer, if
endured, is $500 an hour and will be billed additionally to the customer.
16. If permit requires riprap to be placed at the toe of the seawall, an additional cost of $175 per ton
will be billed to the customer.
17. Five Dredge and Marine is not responsible for any additional cost which may be related to
disposal of any contaminated material that may be removed from your site.
18. Except for its negligence Five Dredge and Marine is not responsible for property, pool, or patio
damage due to vibration or undermining during construction activities.
19. Customer is responsible to provide suitable access to site for Five Dredge and Marine to perform
work. Owner shall be responsible for furnishing offset stakes set by a licensed surveyor and will be
responsible for recalls of surveyor for further measurements.
20. Customer does not obtain ownership for any work completed until Five Dredge and Marine has
been paid in full.
21. Customer agrees that Five Dredge and Marine may remove all work completed for which Five
Dredge and Marine has not been paid for including but not limited to boat lifts pilings and other
waterfront improvements.
22. Five Dredge and Marine and or owner may terminate this agreement for cause. In that case, Five
Dredge and Marine shall be paid for all work completed and customer waives all damages resulting
from, directly or indirectly, the termination, including without limitation, consequential or special
damages, if termination is without cause.
23. All unpaid invoices shall incur interest at the rate of 18% of per annum if not paid within 30 days.
24. In any judicial proceeding relating to, connected with or arising from this agreement, the
prevailing party shall be entitled to reimbursement of its attorney's fees and costs, including all
attorney's fees and costs incurred on appeal, if any. S$ V
haps#buiidertrend.noVLeads&mdProposelExtemeLaspx7leadlD=U3neQ4SR5v4eZyhi2 L31A&proposalIDzLDjZ-iYR6k&openPrint=True 718
7/16=21
Your Proposal
25. Each party hereby knowingly, voluntarily, and intentionally waves any and all rights it may have to
a trial by jury in respect of any dispute, litigation or court action (including but not limited to, any
claims, cross claims or third -party claims) arising from, growing out of, or related to this contract. The
parties acknowledge that this waiver is a significant consideration to, and a material inducement for
the parties to enter into this contract. Each party hereby certifies that no representative or agent of
the other party has represented expressly or otherwise, that either party would not, in the event of
such litigation, seek to enforce this waiver of right to jury trial provision.
26. Five Dredge and Marine warrants to customer that all materials and equipment furnished under
this contract shall be new and that all of the work shall be of good quality free from fault and other
defects. A all work not conforming to these requirements, including substitutions not properly
approved, may be considered defective. Warranty shall commence as of the date of the final
completion of all work at the project and permit closed, shall continue for a period of no more than
one year unless a longer period is otherwise provided in the contract. If the project amount is not
paid in full the warranty will become null and void.
27. Each party agrees to the exclusive jurisdiction and venue of the state courts of Florida, in and four
Palm Beach County, for any lawsuit arising from, connected with or related to this agreement.
28. Five has provided COls for Barton, Benjamins, and Smiths which will be renewed and remain in
full force and effect at Five's expense during the term of this contract. They will be added as
Additional Insureds.
Lien Law Warning: ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-
713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND
SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT
AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR
CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS,
OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY
FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY
YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS
MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR
LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY
HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT
BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A
WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A
"NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS
RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
Signature
Stephen Benjamin
Print Name: 3109 Grand Avenue, #566
-e-Miami, FL 33133-5103
Date:
IC7 - ),II —I (
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I
*THIS PAGE FOR BU I LDINGDERA,4-RT-iWV� T USE 20 IN -LY:1
Zoning District
DevelopmentfCondomInium/Apartme,nt Name
Set Backs: Front Side Street
Type of Foundation: Monolithic stem wall
Square Footage of Commercial Demolition-
Type/iSize of Accessory Building. --
Pile
Histonc: 0 Yes � No
Side Interor
Rear
Type of Structure Demolished. El SFR 0 Gommercial r-1 Commercial Accessory Building
STRUCTURE SEET UP
Occupancy - -
Const. Type
Rod Time
Flood Zone
Plan Sq, Ft. WC)
Plan go. Ft. (Under Roo
Finish Roor Elev.
DEPARITMQ�ff APPF2cVALs
Env. Services Engineering
6 V - 9 1 1 1
Planning & Zoning SPRAB/COA
Landscaping I Irrigation Public Utilities
Fire Department Plan Review
Occ. Load
COUNTY IMPACT FEES
i Source:
(Credit)
PAS $
Public Bfdgs. $
Schools
Road
I
Impact Fee Amount Due
$—
F'ERMIT CALCULATION
Adjusted Value
$ M661-
Permit Fee
Electrical
$
Plumbing
$
Mechanical
$
Roofing
$
Paving
$
Irrigation
I
Landscaping
$
Shutter
Mist Permit
Other
Plan Check Fee
L12 - W
4MCR #
Total Permit Fee
$ 00
ADIDMONAL
FEES �f
Fire
T, ----
Radon
$ - i 10.
DPR
$ -
Water I Sewer
$
Parks I Rec
$
Master Plan
$
Total Aftbonai Fees
$ —3 0
'TOTAL FEES DUE S
P I
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4- Rvsd 5110 Q Q
REPORT OF
GEOTECHNICAL EXPLORATION
PROPOSED CANAL EXPANSION AND NEW BULKHEAD
LEMON HILL
1200 NORTH OCEAN BOULEVARD
GULF STREAM, FLORIDA
FOR
MR. STEVE BENJAMIN
1200 NORTH OCEAN BOULEVARD
GULF STREAM, FLORIDA 33483
PREPARED BY
NUTTING ENGINEERS OF FLORIDA, INC.
1310 NEPTUNE DRIVE
BOYNTON BEACH, FLORIDA 33426
ORDER NO. 19090.1
JULY 2020
Nuking
E Engineers
of Florida Inc. I Established 1967
Your Project is Our Commitment
AUGRECEIVED
17 2021
mown of Gult Stream, FL
Geotechnical & Construction Materials
Engineering, Testing, & Inspection
Environmental Services
Offices throughout the state of Florida
www.nuttingengineers.com info@nuttingengineers.com
3 Nutting
E Engineers
of Florida Inc. I Established 1967
Your Project is Our Commitment
July 10, 2020
ueoiec:rnucU a wnsuucuon iwarenMs
Engineering, Testing, & Inspection
Environmental Services
Offices throughout the state of Florida
www.nutfingengineers.com info@nuttingengineers.com
Mr. Steve Benjamin
1200 North Ocean Boulevard
Gulf Stream, Florida 33483
Phone: 252-617-1129 Email: stevebenj5(agmail.com
Subject: Report of Geotechnical Exploration
Proposed Canal Expansion and Bulkhead
Lemon Hill
1200 North Ocean Boulevard
Gulf Stream. Florida
Dear Mr. Benjamin:
Nutting Engineers of Florida, Inc. (NE), has performed a Geotechnical Exploration for the
proposed new canal and bulkhead system at the above referenced site in Gulf Stream,
Florida. This exploration was performed in accordance with the email authorization to
proceed provided by Mr. Steve Benjamin dated June 22, 2020. This evaluation was
performed to obtain information regarding subsurface soil conditions at specific test locations
which along with proposed construction information provided was used to develop opinions
regarding earthwork procedures and foundations for support of the proposed construction.
This report presents our findings and recommendations based upon the information examined
at the time of this evaluation.
PROJECT INFORMATION
We understand that it is planned to expand the existing canal in the southern end of the
property to the east approximately 90-feet. The existing land features and portions of the
existing bulkhead will be removed in order to develop the new canal. As part of the canal
expansion it is proposed to install approximately 245 linear feet of new vinyl sheet pile
material along with appropriately designed tiebacks. In order to design the new bulkhead
system, certain soil parameters are needed for the design. We note that engineering design of
the bulkhead system is to be performed by others and was not included in our scope of
services for this project.
Based on current site elevations, we estimate that less than one foot of fill may be required to
bring the site up to construction grade; however. the final grade elevation shall be determined
by a professional architect, civil engineer, or other qualified party.
NE should be notified in writing by the client of any changes in the proposed construction
along with a request to amend our foundation analysis and/or recommendations within this
report as appropriate.
1310 Neptune Drive • Boynton Beach, Florida 33426 - (561) 736-4900 • Fax (561) 737-9975
Broward (954) 941-8700 • Port St. Lucie (772) 408-1050 - Miami Dade (305) 624-0060
GENERAL SUBSURFACE CONDITIONS
Soil Survey Maps
As part of the geotechnical exploration, we have reviewed available Soil Conservation
Service (SCS) survey maps for Palm Beach County. These SCS maps provide qualitative
information about potential general shallow soil conditions in the project vicinity. This
information was derived from approximately 6 feet deep manual auger borings, aerial photo
and surface feature interpretation at some point in the past (mid 1980's to early 1970's). The
SCS data may or may not reflect actual current site conditions. A review of the Soil Survey
for Palm Beach County revealed that at the time the survey was conducted, the soils at the
site were described as Cocoa -Urban land complex. The Cocoa series consists of nearly level
to sloping, well drained, sandy soils on narrow ridges near the Atlantic coast formed in
moderately thick sandy marine sediment underlain by porous, coquina limestone at a depth of
20 to 40 inches. There is the potential for sand filled vertical solution holes within the
limestone formation. The Urban term means that cutting, grading or shaping for urban
development has modified the area. We note that the soil surveys were typically penetrated
to a depth of approximately six feet.
Subsurface Exploration
Nutting Engineers of Florida. Inc. was requested to perform four Standard Penetration Test
(SPT) borings (ASTM D-1586) to depths of thirty feet below land surface at locations
depicted by Mr. William Stoddard. PE, the project Civil Engineer from Schulke, Bittle, and
Stoddard, LLC; however, due to site logistics only three test borings could be safely
performed with truck mounted drilling equipment. The locations of the test borings are
indicated on the individual test boring reports presented in the Appendix of this report. The
boring locations were identified in the field using approximate methods; namely, a measuring
wheel and available surface controls. As such the soil boring locations should be considered
to be approximate.
Test Boring Results
The test borings recorded a surface layer of loose to dense dark gray to dark brown sand with
shell in the upper two to seven feet, underlain by hard to refusal brown sandstone and gray
limestone to a depth of thirty feet, the maximum depth explored. We note that in test boring
B-1 (most northern boring) from five to six feet below the existing grade some soft dark
brown peat and sand was encountered. Please see the enclosed soil classification sheet in the
Appendix of this report for additional important information regarding these descriptions, the
field evaluation and other related information.
Hutting
E Engineers
of Rodda Inc.I Established 1967
Yb Pr*ct1s0wCotnm1tment 3
Rock Formation Note:
It is possible that the sandstone/limestone encountered may be present in areas other than
recorded in the test boring. Generally, rock in the South Florida area may include limestone
or sandstone which has irregularities and discontinuities including vertical and horizontal
solution features, varying surface and bottom elevations, and varying degrees of hardness.
The rock features may also contain intervening sand and other material tilled lenses.
These strata may present significant resistance to excavation. Resistance to excavation may
generate vibrations which may be perceived to or actually induce settlements in subject
nearby structures. Pre and post condition surveys and vibration monitoring would be
advantageous in such circumstances. For these reasons, appropriate due care shall be
exercised by contractors performing excavation and sheet pile installation operations in this
area, utilizing local experience.
Laboratory Testing and Results
Soil samples obtained from the drilling operations were preserved in jars and visually classified
in the laboratory by a geotechnical engineer to confirm the field classifications. Selected soil
samples of the organic soils recovered from the borings were subjected to testing to determine
natural moisture and organic content to estimate the engineering properties of these soils. The
tests were performed on selected samples believed to be representative of the materials
encountered. Results of the tests are tabulated below:
LABORATORY RESULTS
Test
Sample Depth
Moisture
Organic
Boring
Soil
Interval
Content
Content
#
Description
Feet
B I
Dark Brown PEAT, Some
5-6
90
?2
Sand
The moisture content suggests that the soils are moderately compressible. while the organic
content suggests that approximately one -fifth of the soil is made up of organic material that
will naturally breakdown and decay over time. In general, till placed beneath buildings and
roadways should not have more than three to five percent organic material.
Groundwater Information
The immediate groundwater level was measured at the boring locations at the time of
drilling. The groundwater level was encountered at an approximate depth of three and a half
to four and a half feet below the existing ground surface at the time of drilling.
3Nutting
E Engineers
Of Florida Inc. 1 Established 1967
Your Pr .tBourCMn'ifnnm1 4
The immediate depth to groundwater measurements presented in this report may not provide
a reliable indication of stabilized or more long term depth to groundwater at this site. Water
table elevations can vary dramatically with time through rainfall, droughts, storm events,
flood control activities, nearby surface water bodies, tidal activity, pumping and many other
factors. For these reasons, this immediate depth to water data should not be relied upon
alone for project design considerations.
ANALYSIS AND RECOMMENDATIONS
Rock Excavation: Based on our knowledge of the rock formation within the subject area it
should be anticipated that due to the sandstone encountered, hard to difficult excavation
conditions should be anticipated depending upon the depth of excavation. For the canal
expansion we anticipated that excavation into the rock formation will be required; therefore,
an earthwork contractor with experience excavating the sandstone formation along the Gulf
Stream area should be retained to best determine the most effective approach to perform any
excavation of the rock formation. Our test borings indicate that the formation exists at depths
of approximately two to seven feet below grade; however, a shallower or deeper formation
surface must be anticipated due to the varying elevations of the property and the undulating
nature of the surface of the sandstone formation. Excavations may also lso provide pronounced
vibrations potentially disturbing persons and possibly impacting structures; they should be
monitored and observed by a representative of NE.
We understand that it is proposed to install vinyl sheet piles for the bulkhead system.
The sheet pile contractor is responsible for evaluating the site subsurface conditions
prior to construction to verify that this method of installation is viable. It is suggested
that discussions with all responsible parties be performed prior to construction to fully
understand the nature of the existing subsurface conditions to ensure that the
appropriate construction methods are employed.
Proposed Bulkhead System
In order to provide design parameters for the proposed bulkhead, the values in the
accompanying table may be used for design considerations. The table is based on visual
classification, empirical relationships and our experience with similar soil conditions. If
more exact values are needed, specific tests should be performed.
It is our understanding that the bulkhead design will be performed by others. The decision as
to which type of earth retaining and tie -back system will be best for this project will depend
on the structural loading conditions. feasibility, water levels, profile, costs, among other
factors. We recommend that discussions be held with us, the structural engineer, owner,
specialty contractor, and other interested parties to provide input concerning the alternatives
for this project.
Nutting
E Engineers
of Ronda b c I Estabtlshed 1967 _
roar Projectfs ours mMkm"t
Vibration Concerns: During the performance of sheet pile driving or precast concrete pile
driving vibrations will be produced. Neighboring residences/structures are most likely forty
feet or more away from the potential vibration source. In general, the allowable peak particle
velocity (PPV) one is permitted to induce at adjacent properties is 0.50 inches per second. It
is our opinion that vibration levels at the adjacent structures will be on the order of 0.2 to 0.3
inches per second.
Because of this it is recommended that vibrations be monitored to evaluate levels. If
readings indicate above average exceedances of acceptable levels discussions should be held
in order to determine the best course of action in order to dampen vibration levels. We
recommend that discussions with all interested parties be performed to discuss these issues
prior to final implementation. The contractor should also be made aware of this condition
and participate in vibration discussions.
GENERAL INFORMATION
Our client for this geotechnical evaluation was:
Mr. Steve Benjamin
1200 North Ocean Boulevard
Gulf Stream, Florida 33483
The contents of this report are for the exclusive use of the client, the client's design &
construction team and governmental authorities for this specific project exclusively.
Information conveyed in this report shall not be used or relied upon by other parties or for
other projects without the expressed written consent of Nutting Engineers of Florida, Inc.
This report discusses geotechnical considerations for this site based upon observed
conditions and our understanding of proposed construction for foundation support.
Environmental issues including (but not limited to), soil and/or groundwater contamination
are beyond our scope of service for this project. As such, this report should not be used or
relied upon for evaluation of environmental issues.
If conditions are encountered which are not consistent with the findings presented in this
report, or if proposed construction is moved from the location investigated, this office shall
be notified immediately so that the condition or change can be evaluated and appropriate
action taken.
Excavations of five feet or more in depth should be sloped or shored in accordance with
OSHA and State of Florida requirements.
The Geotechnical Engineer warrants that the findings, recommendations, specifications, or
professional advice contained herein. have been presented after being prepared in accordance
with general accepted professional practice in the field of foundation engineering, soil
mechanics and engineering geology. No other warranties are implied or expressed.
Nutting
E Engineers
of Florida Inc. I Established 1967
YourProject is Our Commitment 6
We appreciate the opportunity to provide these services for you. If we can be of any further
assistance, or if you need additional information, please feel free to contact us.
Sincerely,
NUTTING ENGINEERS OF FLORIDA, INC.
�*V\I- I -11�
Richard C. Wohlfarth, P.E.
Director of Engineering
Appendix: Boring Location Plan
Test Boring Results
Soil Property Table
Limitations of Liability
Soil Classification Criteria
Ch ' ph r E. Ow. , P.E. #69947
Senior Engineer
REP STEVE BENJAMIN LEMON HILL CANAL. EXPAND -BULKHEAD ROCK 1200 N-OCN (it �L.F STREAM CEG
Nutting
E Engineers
of Florida hK. I EstaWished 1%7
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1310 Neptune Drive BORING NUMBER B-1
Nutting Boynton Beach, FI., 33426
PAGE 1 OF 1
E Engineers Telephone: 5617364900
olFlonda Inc-] Established 1967 Fax: 5617379975
RwJ1r*ct&0or Com 1Ment PROJECT NUMBER 19090.1
CLIENT Steve Beniamin PROJECT NAME Lemon Hill
PROJECT LOCATION 1200 North Ocean Boulevard Gulf Stream Florida
DATE STARTED 7/6/20 COMPLETED 7/6/20 SURFACE ELEVATION REFERENCE Approx. @ Road Crown
DRILLING METHOD Standard Penetration Boring GROUND WATER LEVELS:
LOGGED BY Dancor Group CHECKED BY C. Gworek VAT TIME OF DRILLING 3.7 ft
APPROXIMATE LOCATION OF BORING As located on site plan
♦ SPT N VALUE
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MATERIAL DESCRIPTION
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Disclaimer Nutting Engineers of Florida. Inc. accepts no liability for the consequences of the independent interpretation of drilling; logs by others.
1310 Neptune Drive BORING NUMBER B-2
Nutting Boynton Beach, FL, 33426
E Engineers Telephone: 5617364900 PAGE 1 OF 1
of Florida Inc.I Bwblished 1967 Fax: 5617379975
Y ePr>jW1s0urC—nftmeml PROJECT NUMBER 19090.1
CLIENT Steve Beniamin PROJECT NAME Lemon Hill
PROJECT LOCATION 1200 North Ocean Boulevard Gulf Stream Florida
DATE STARTED 7/6/20 COMPLETED 7/6/20 SURFACE ELEVATION REFERENCE Approx. a Road Crown
DRILLING METHOD Standard Penetration Boring GROUND WATER LEVELS:
LOGGED BY Dancor Group CHECKED BY C. Gworek VAT TIME OF DRILLING 4.2 ft
APPROXIMATE LOCATION OF BORING As located on site plan
♦ SPT N VALUE
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Disclaimer Nutting Engineers of Florida Inc. accepts no liability for the consequences of the independent interpretation of drilling logs by others.
1310 Neptune Drive BORING NUMBER B-3
Nutting Boynton Beach, FI., 33426
E Engineers Telephone: 5617364900 PAGE 1 OF 1
ofFlmida Inc. I Established 1967 Fax: 5617379975
wPrq*tls0u.Col lM@nl PROJECT NUMBER 19090.1
CLIENT Steve Beniamin PROJECT NAME Lemon Hill
PROJECT LOCATION 1200 North Ocean Boulevard, Gulf Stream Florida
DATE STARTED 7/6/20 COMPLETED 7/6/20 SURFACE ELEVATION REFERENCE Approx. @ Road Crown
DRILLING METHOD Standard Penetration Boring GROUND WATER LEVELS:
LOGGED BY Dancor Group CHECKED BY C. Gworek VAT TIME OF DRILLING 3.7 ft
APPROXIMATE LOCATION OF BORING As located on site plan
♦ SPT N V.1LUE
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LIMITATIONS OF LIABLILITY
WARRANTY
We warranty that the services performed by Nutting
Engineers of Florida, Inc. are conducted in a manner
consistent with that level of care and skill ordinarily
exercised by members of the profession in our area
currently practicing under similar conditions at the time our
services were performed. No other warranties,
expressed or implied, are made. While the services of
Nutting Engineers of Florida, Inc. are a valuable and
integral part of the design and construction teams, we do
not warrant, guarantee or insure the quality,
completeness, or satisfactory performance of designs,
construction plans, specifications we have not prepared,
nor the ultimate performance of building site materials or
assembly/construction.
SUBSURFACE EXPLORATION
Subsurface exploration is normally accomplished by test
borings; test pits are sometimes employed. The method of
determining the boring location and the surface elevation
at the boring is noted in the report. This information is
represented in the soil boring logs and/or a drawing. The
location and elevation of the borings should be considered
accurate only to the degree inherent with the method used
and may be approximate.
The soil boring log includes sampling information,
description of the materials recovered, approximate
depths of boundaries between soil and rock strata as
encountered and immediate depth to water data. The log
represents conditions recorded specifically at the location
where and when the boring was made. Site conditions
may vary through time as will subsurface conditions. The
boundaries between different soil strata as encountered
are indicated at specific depths; however, these depths
are in fact approximate and dependent upon the frequency
of sampling, nature and consistency of the respective
strata. Substantial variation between soil borings may
commonly exist in subsurface conditions. Water level
readings are made at the time and under conditions stated
on the boring logs. Water levels change with time,
precipitation, canal level, local well drawdown and other
factors. Water level data provided on soil boring logs shall
not be relied upon for groundwater based design or
construction considerations.
LABORATORY AND FIELD TESTS
Tests are performed in general accordance with specific
ASTM Standards unless otherwise indicated. All criteria
included in a given ASTM Standard are not always
required and performed. Each test boring report indicates
the measurements and data developed at each specific
test location.
Nutting
E Engineers
00a K.[aaemnerw
Your Prnled is Our Commitment
ANALYSIS AND RECOMMENDATIONS
The geotechnical report is prepared primarily to aid in the
design of site work and structural foundations. Although
the information in the report is expected to be sufficient for
these purposes, it shall not be utilized to determine the
cost of construction nor to stand alone as a construction
specification. Contractors shall verify subsurface
conditions as may be appropriate prior to undertaking
subsurface work.
Report recommendations are based primarily on data from
test borings made at the locations shown on the test
boring reports. Soil variations commonly exist between
boring locations. Such variations may not become evident
until construction. Test pits sometimes provide valuable
supplemental information that derived from soil borings. If
variations are then noted, the geotechnical engineer shall
be contacted in writing immediately so that field conditions
can be examined and recommendations revised if
necessary.
The geotechnical report states our understanding as to the
location, dimensions and structural features proposed for
the site. Any significant changes of the site
improvements or site conditions must be
communicated in writing to the geotechnical engineer
immediately so that the geotechnical analysis,
conclusions, and recommendations can be reviewed and
appropriately adjusted as necessary.
CONSTRUCTION OBSERVATION
Construction observation and testing is an important
element of geotechnical services. The geotechnical
engineer's field representative (G.E.F.R.) is the "owner's
representative' observing the work of the contractor,
performing tests and reporting data from such tests and
observations. The geotechnical engineer's field
representative does not direct the contractor's
construction means, methods, operations or
personnel. The G.E.F.R. does not interfere with the
relationship between the owner and the contractor and,
except as an observer, does not become a substitute
owner on site. The G.E.F.R. is responsible for his/her
safety, but has no responsibility for the safety of other
personnel at the site. The G.E.F.R. is an important
member of a team whose responsibility is to observe and
test the work being done and report to the owner whether
that work is being carried out in general conformance with
the plans and specifications. The enclosed report may be
relied upon solely by the named client.
SOIL AND ROCK CLASSIFICATION CRITERIA
SAND/SILT
N-VALUE
(bpQ
RELATIVE
DENSITY
0-4
Very Loose
5 - 10
Loose
11 - 29
Medium
30 - 49
Dense
>50
Very dense
100
Refusal
RorK
CLAY/SILTY CLAY
N-VALUE
(bps)
UNCONFINED COSH'.
STRENGTH (tsf)
CONSISTENCY
<2
<0.25
v. Soft
2-4
0,25 -0.50
Soft
5-8
0.50 - 100
Medium
9- 15
1.00-2.00
Stiff
16 - 30
2.00 - 4.00
v. Stiff
>30
>4.00
Hard
N-VALUE
(b Q
RELATIVE
HARDNESS
ROCK CHARACTERISTICS
N> 100
Hard to v. hard
Local rock formations vary in hardness from soft to very hard within short verti-
cal and horizontal distances and often contain vertical solution holes of 3 to 36
inch diameter to varying depths and horizontal solution features Rock may be
brittle to split spoon impact, but more resistant to excavation.
25< N < 100
- -
Medium hard to hard
5< N < 25
Soft to medium hard
PARTICLE SIZE
Boulder
>12 in.
Cobble
3 to 12 in.
Gravel
4 76 mm to 3 in.
Sand
0 074 mm to 4 76 mm
Silt
0 005 mm to 0 074 mm
Clay
<0.005 mm
DESCRIPTION MODIFIERS
0-5%
SIlight trace
6 - 10%
Trace
11 -20%
Little
21 - 35%
Some
>35%
And
Major Divisions
Group
Symbols
Typical names
laboratory classification criteria
2
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y
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nds,
0 S colute with P.I. more than 7 y
.
Inorganic sets and very fine sands,
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us
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60
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H'�
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-
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6
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20
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c
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days
10
Organic clays of medium to high
a
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`o
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0
Plasticity Chad
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Peat and other highly organic sails
= o
n ng
rTE � ears
,�no.a.+K. c.h,m.uhoa +Bar
rw nefrsle au. cvranir.m.r
Z.I- 199 4 31
FLORIDA DEPARTMENT OF
Environmental Protection
Southeast District Office
3301 Gun Club Road, MSC 7210-1
West Palm Beach, FL 33406
561-681-6600
Ron Mantis
Governor
Jeanette Nunez
Lt. Governor
Shaven Hamilton
Interim Secretary
RECEIVED
AUG 10 2022
Town of Gulf Stream, FL
Project Name: Lemon Hill UU1��
F C)PY
Permittees/Authorized Entities:
Stephen Benjamin
1200 N. Ocean Blvd
Delray Beach, FL 33483-7232
Email: stevebenj5(a-)gmail.com
Thom Smith
96 NE 4t' Ave
Delray Beach, FL 33483-4529
Email: stretch5 2 7490) yahoo. com
Authorized Agent:
Schulke, Bittle & Stoddard, L.L.C.
c/o William Stoddard, Ph.D., P.E.
Email: wstoddard(asbsengineers.com
TOWN OF GULF STREAM
100 SEA ROAD
GUI.F STREAM, FLORIDA 33483
Environmental Resource Permit - Granted
State-owned Submerged Lands Authorization — Not Applicable
Permit No.: 50-0402072-001-El
Permit Issuance Date: August 20, 2021
Permit Construction Phase Expiration Date: August 20, 2026
Environmental Resource Permit
Permit No.: 50-0402072-001-EI
PROJECT LOCATION
The activities authorized by this Permit are located within a man-made canal, Class III Waters, adjacent
to 1200 North Ocean Boulevard, Delray Beach (Section 9, Township 46 South, Range 43 East), in Palm
Beach County (Latitude N 26' 28' 38.6343", Longitude W -80' 3' 28.3629").
PROJECT DESCRIPTION
This permit authorizes the excavation of a 9,404 sq. ft. upland area (4,949 cubic yards of material)
to a depth of minus eight (-8) feet NAVD within Basin 1 and a depth of minus six (-6) feet NAVD,
as depicted in the attached plans. A 378 In. ft. seawall shall be installed along the waterward face
of the newly excavated area to form a continuous seawall with the existing seawalls. This permit
also authorizes construction of 150 sq. ft. marginal dock, 325 sq. ft. marginal dock, and 60 sq. ft.
no profile boatlift.
This permit does not authorize any impacts to wetlands or other surface waters. Submerged
resources are not located within the project boundaries; therefore, there will be no adverse impacts
to these resources. Mitigation is not required.
The attached standard manatee conditions (version 2011) shall be adhered to during all in -water
work. Prior to construction commencement, weighted floating turbidity curtains, extending to
within one- foot from the submerged bottom shall be utilized around the project area to ensure that
any turbidity resulting from construction activities will be contained within the project boundaries.
All water bodies, including any adjacent submerged aquatic vegetation outside the specific limits
of construction authorized by this permit shall be protected from erosion, siltation, sedimentation,
and/or scouring.
AUTHORIZATIONS
Environmental Resource Permit
The Department has determined that the activity qualifies for an Environmental Resource Permit.
Therefore, the Environmental Resource Permit is hereby granted, pursuant to Part IV of Chapter
373, Florida Statutes (F.S.), and Chapter 62-330, Florida Administrative Code (F.A.C.).
Sovereignty Submerged Lands Authorization
As staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees), the
Department has determined the activity is not on submerged lands owned by the State of Florida.
Therefore, your project is not subject to the requirements of Chapter 253, F.S., or Rule 18-21,
F.A.C.
Federal Authorization/State 404 Authorization
Your proposed activity as outlined on your application and attached drawings does not qualify
for Federal authorization. As of Dec. 22, 2020, Florida has assumed authority to administer the
dredge and fill permitting program under Section 404 of the federal Clean Water Act within
certain waters in the state "assumed waters."
Your application was not reviewed under the State 404 Permitting Program because the
application was submitted prior to the implementation of this program. If you do not already
have a permit or other letter from the U.S. Army Corps of Engineers (USACE) under Section
404 of the clean Water Act, or if you do not have a pending application with the USACE for a
404 permit, you may need to apply to DEP for a separate 404 Permit or Permit Determination.
Authority for review - an agreement with the USACOE entitled "Coordination Agreement
Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department
of Environmental Protection (or Duly Authorized Designee), State Programmatic General
Permit", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water
Act.
Coastal Zone Management
Issuance of this authorization also constitutes a finding of consistency with Florida's Coastal Zone
Management Program, as required by Section 307 of the Coastal Zone Management Act.
Water Quality Certification
This permit also constitutes a water quality certification under Section 401 of the Clean Water Act,
33 U.S.C. 1341.
Other Authorizations
You are advised that authorizations or permits for this activity may be required by other federal,
state, regional, or local entities including but not limited to local governments or municipalities.
This permit does not relieve you from the requirements to obtain all other required permits or
authorizations.
The activity described may be conducted only in accordance with the terms, conditions and
attachments contained in this document. Issuance and granting of the permit and authorizations
herein do not infer, nor guarantee, nor imply that future permits, authorizations, or modifications
will be granted by the Department.
PERMIT CONDITIONS
The activities described must be conducted in accordance with:
• The Specific Conditions
• The General Conditions
• The limits, conditions and locations of work shown in the attached drawings
• The term limits of this authorization
You are advised to read and understand these conditions and drawings prior to beginning the
authorized activities, and to ensure the work is conducted in conformance with all the terms,
conditions, and drawings herein. If you are using a contractor, the contractor also should read and
understand these conditions and drawings prior to beginning any activity. Failure to comply with
these conditions, including any mitigation requirements, shall be grounds for the Department to
revoke the permit and authorization and to take appropriate enforcement action.
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 2 of I 1
Operation of the facility is not authorized except when determined to be in conformance with all
applicable rules and this permit authorization, as described.
SPECIFIC CONDITIONS- PROJECT FORMS & ATTACHMENTS
(1) The attached project drawings (sheets 1 through 12); the Standard Manatee Conditions
for In -Water Work, 2011 and DEP forms 62-330.310(1); 62-330.310(2); 62-330.340(1); and
62-330.350(1), which may be downloaded at
http://www.dgp.state.fl.us/water/wetlands/erp/forms.htm become part of this permit. If the
permittee does not have access to the Internet, please contact the Department at (561) 681-
6600 to request the aforementioned forms and/or document(s).
(2) If the attached permit drawings conflict with the specific conditions, then the specific
conditions shall prevail.
SPECIFIC CONDITIONS - PRIOR TO CONSTRUCTION
(3) After selection of the contractor to perform the authorized activities and prior to the
initiation of any work authorized by this permit, the permittee (or authorized agent) and the
contractor shall attend a pre -construction conference with a representative of the Department. It
shall be the responsibility of the permittee to contact the Department's Compliance Assistance
Program, by email SED Compliance(&FloridaDEP.gov, or by phone (561) 681-6600, to
schedule the pre -construction conference.
(4) The permittee shall ensure that the permit conditions are explained to all construction
personnel working on the project and for providing each contractor and subcontractor with a
copy of this permit before the authorized work begins.
(5) Prior to the initiation of any work authorized by this permit, floating turbidity curtains with
weighted skirts that extend to within one foot of the bottom shall be placed around the project
site, and shall be maintained and remain in place for the duration of the project construction to
ensure that turbid discharges do not occur outside the boundaries of the floating turbidity
screens. The permittee shall be responsible for ensuring that turbidity control devices are
inspected daily and maintained in good working order during all phases of construction
authorized by this permit until all areas that were disturbed during construction are sufficiently
stabilized to prevent turbid discharges.
SPECIFIC CONDITIONS — CONSTRUCTION ACTIVITIES
(6) All storage or stockpiling of tools or material (i.e. lumber, pilings, debris, etc.) shall be
limited to uplands or within the impact areas authorized by this permit.
(7) All watercraft associated with the construction of the permitted structure shall operate
within waters of sufficient depth to preclude bottom scouring, prop dredging or damage to
submerged bottom or submerged resources. During all construction activities, there shall be a
minimum of 1-foot clearance between the draft of the construction vessel/barge and the
submerged bottom.
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 3 of 11
(8) The surrounding waterbody and marine resources located outside of the specific limits of
construction, authorized by this permit, shall be protected from siltation, sedimentation,
and/or scouring. Best management practices for turbidity and erosion control shall be
implemented and maintained at all times during to prevent siltation and turbid discharges into
the surface waters surrounding the project site.
(9) The excavated material shall be mechanically dredged and deposited directly into a fully -
lined barge with containment rails to hold the spoil and prevent return water from entering surface
waters. Return water shall not be discharged into the adjacent waters and all spoil materials shall
be placed on the uplands in water tight trucks for final disposal at an approved upland location.
The spoil containment areas shall be constructed to contain all off loaded spoil material and
prevent the escape of dredged material and associated effluent into surface waters.
(10) All areas to be excavated shall be in accordance with the attached permit drawings and shall
not exceed the areas and depths indicated on those drawings.
(11) Dredging shall be limited to day light; no dredging or dewatering activities are authorized to
be conducted at night, as turbidity plumes are not visible at night.
(12) If a floating pipeline is utilized to transport the dredged material, then it shall be inspected
twice daily by the selected contractor in order to ensure there are no leaks discharging material
into surface waters of the State. At the first sign of any leaks, the permittee shall immediately
contact the Department and cease all operations until repairs have been made.
(13) No dredging or filling of submerged grassbeds or live bottom communities is authorized by
this permit.
SPECIFIC CONDITIONS — MONITORING/REPORTING REQUIREMENTS
(14) Turbidity levels outside the construction area shall not exceed 29 NTU's above background
levels. The following measures shall be taken immediately by the permittee whenever turbidity
levels within waters of the State surrounding the project site exceed 29 NTUs above
background:
a. Notify the Department at (561) 681-6600 at the time the violation is first detected.
b. Immediately cease all work contributing to the water quality violation.
C. Stabilize all exposed soils contributing to the violation. Modify the work
procedures that were responsible for the violation, install more turbidity
containment devices, and repair any non-functional turbidity containment devices.
d. As required, perform turbidity monitoring per Specific Conditions.
e. Resume construction activities once turbidity levels outside turbidity curtains fall
below 29 NTUs.
(15) Turbidity Monitoring: Water turbidity levels shall be monitored if a turbidity plume is
observed outside the limits of the required turbidity control devices. Samples shall be taken
every four hours until turbidity subsides at one foot above the bottom, mid -depth, and one -foot
below the surface at monitoring stations located as follows:
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 4 of 11
a. Approximately 100 feet up -current of the work sites and clearly outside the
influence of construction activities. (This shall serve as the natural background
sample against which other turbidity readings shall be compared.)
b. Directly outside the turbidity curtains surrounding the work sites and within the
densest portion of any visible turbidity plume. (This sample shall serve as the
compliance sample.)
(16) Turbidity Monitoring Reports: During dock construction activities, the permittee or
permittee's contractor shall collect the following turbidity monitoring data at the frequency and
water depths directed by the Specific Condition above:
a. Date and time of sampling event
b. Turbidity sampling results (background NTUs, compliance NTUs, and the
difference between them)
C. Description of data collection methods
d. An aerial map indicating the sampling locations
e. Depth of sample(s)
f. Weather conditions at times of sampling
g. Tidal stage and direction of flow
Data shall be collected in a turbidity log and shall include a statement by the individual
responsible for implementation of the sampling program attesting to the authenticity, precision,
limits of detection, and accuracy of the data. The turbidity log shall be scanned and sent on a
weekly basis to the Department's ERP Compliance Assurance Program via email at
SED Compliance(&FloridaDEP. og_v. The subject line of the email shall include the project
name, permit number, and the title "Turbidity Monitoring Reports."
SPECIFIC CONDITIONS - OPERATIONS
(17) Vessels utilizing this structure shall maintain a minimum of one -foot clearance between
the deepest draft of the vessel with the engine in the down position and the submerged
bottom so as to preclude bottom scouring or prop dredging.
SPECIFIC CONDITIONS — MANATEE CONDITIONS
(18) The permittee shall comply with the standard manatee protection construction conditions
listed in the attached "2011 Standard Manatee Conditions for In -Water Work".
SPECIFIC CONDITIONS — LISTED SPECIES
(19) This permit does not authorize the permittee to cause any adverse impact to or "take" of
state listed species and other regulated species of fish and wildlife. Compliance with state
laws regulating the take of fish and wildlife is the responsibility of the owner or applicant
associated with this project. Please refer to Chapter 68A-27 of the Florida Administrative
Code for definitions of "take" and a list of fish and wildlife species. If listed species are
observed onsite, FWC staff are available to provide decision support information or assist in
obtaining the appropriate FWC permits. Most marine endangered and threatened species are
statutorily protected and a "take" permit cannot be issued. Requests for further information or
review can be sent to FWCConservationPlanningServices(&MyFWC.com.
Project Name: Lemon Hill
Permit No.: 50-0402072-001-El
Page 5 of 11
GENERAL CONDITIONS FOR INDIVIDUAL PERMITS
The following general conditions are binding on all individual permits issued under chapter 62-
330, F.A.C., except where the conditions are not applicable to the authorized activity, or where the
conditions must be modified to accommodate project -specific conditions.
(1) All activities shall be implemented following the plans, specifications and
performance criteria approved by this permit. Any deviations must be authorized in a permit
modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized
may subject the permittee to enforcement action and revocation of the permit under Chapter 373,
F.S.
(2) A complete copy of this permit shall be kept at the work site of the permitted
activity during the construction phase, and shall be available for review at the work site upon
request by the Agency staff. The permittee shall require the contractor to review the complete
permit prior to beginning construction.
(3) Activities shall be conducted in a manner that does not cause or contribute to
violations of state water quality standards. Performance -based erosion and sediment control best
management practices shall be installed immediately prior to, and be maintained during and after
construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such
practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer
and Reviewer Manual (Florida Department of Environmental Protection and Florida Department
of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control
Inspector's Manual (Florida Department of Environmental Protection, Nonpoint Source
Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference
in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project -specific erosion and sediment control
plan is approved or other water quality control measures are required as part of the permit.
(4) At least 48 hours prior to beginning the authorized activities, the permittee shall
submit to the Agency a fully executed Form 62-330.350(1), "Construction Commencement
Notice," [October 1, 2013], which is incorporated by reference in paragraph 62-330.350(1)(d),
F.A.C., indicating the expected start and completion dates. A copy of this form may be obtained
from the Agency, as described in subsection 62-330.010(5), F.A.C. If available, an Agency website
that fulfills this notification requirement may be used in lieu of the form.
(5) Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an
operating entity under Rule 62-330.310, F.A.C., the permittee is liable to comply with the plans,
terms and conditions of the permit for the life of the project or activity.
(6) Within 30 days after completing construction of the entire project, or any
independent portion of the project, the permittee shall provide the following to the Agency, as
applicable:
a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex
— "Construction Completion and Inspection Certification for Activities Associated With a
Private Single -Family Dwelling Unit" [Form 62-330.310(3)]; or
Project Name: Lemon Hill
Permit No.: 50-0402072-001-El
Page 6 of I I
b. For all other activities — "As -Built Certification and Request for Conversion to Operational
Phase" [Form 62-330.310(1)].
c. If available, an Agency website that fulfills this certification requirement may be used in lieu of
the form.
(7) If the final operation and maintenance entity is a third party:
a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or
within 30 days of as- built certification, whichever comes first, the permittee shall submit, as
applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.3
of Volume I) as filed with the Department of State, Division of Corporations and a copy of any
easement, plat, or deed restriction needed to operate or maintain the project, as recorded with
the Clerk of the Court in the County in which the activity is located.
b. Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for
Transfer of Environmental Resource Permit to the Perpetual Operation Entity" [Form 62-
330.310(2)] to transfer the permit to the operation and maintenance entity, along with the
documentation requested in the form. If available, an Agency website that fulfills this transfer
requirement may be used in lieu of the form.
(8) The permittee shall notify the Agency in writing of changes required by any other
regulatory agency that require changes to the permitted activity, and any required modification of this
permit must be obtained prior to implementing the changes.
(9) This permit does not:
a. Convey to the permittee any property rights or privileges, or any other rights or privileges other
than those specified herein or in Chapter 62-330, F.A.C.;
b. Convey to the permittee or create in the permittee any interest in real property;
c. Relieve the permittee from the need to obtain and comply with any other required federal, state,
and local authorization, law, rule, or ordinance; or
d. Authorize any entrance upon or work on property that is not owned, held in easement, or
controlled by the permittee.
(10) Prior to conducting any activities on state-owned submerged lands or other lands of
the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the
permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S.
Written authorization that requires formal execution by the Board of Trustees of the Internal
Improvement Trust Fund shall not be considered received until it has been fully executed.
(11) The permittee shall hold and save the Agency harmless from any and all damages,
claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance,
removal, abandonment or use of any project authorized by the permit.
(12) The permittee shall notify the Agency in writing:
a. Immediately if any previously submitted information is discovered to be inaccurate; and
b. Within 30 days of any conveyance or division of ownership or control of the property or the
system, other than conveyance via a long-term lease, and the new owner shall request transfer
of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 7 of 11
or units in residential or commercial subdivisions or condominiums where the stormwater
management system has been completed and converted to the operation phase.
(13) Upon reasonable notice to the permittee, Agency staff with proper identification shall
have permission to enter, inspect, sample and test the project or activities to ensure conformity with
the plans and specifications authorized in the permit.
(14) If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal
implements, dugout canoes, or any other physical remains that could be associated with Native
American cultures, or early colonial or American settlement are encountered at any time within the
project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries
shall cease. The permittee or other designee shall contact the Florida Department of State, Division
of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as
well as the appropriate permitting agency office. Such subsurface work shall not resume without
verbal or written authorization from the Division of Historical Resources. If unmarked human remains
are encountered, all work shall stop immediately and notification shall be provided in accordance with
Section 872.05, F.S.
(15) Any delineation of the extent of a wetland or other surface water submitted as part of
the permit application, including plans or other supporting documentation, shall not be considered
binding unless a specific condition of this permit or a formal determination under Rule 62-330.201,
F.A.C., provides otherwise.
(16) The permittee shall provide routine maintenance of all components of the stormwater
management system to remove trapped sediments and debris. Removed materials shall be disposed
of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330,
F.A.C., or cause violations of state water quality standards.
(17) This permit is issued based on the applicant's submitted information that reasonably
demonstrates that adverse water resource -related impacts will not be caused by the completed permit
activity. If any adverse impacts result, the Agency will require the pern ittee to eliminate the cause,
obtain any necessary permit modification, and take any necessary corrective actions to resolve the
adverse impacts.
(18) A Recorded Notice of Environmental Resource Permit may be recorded in the county
public records in accordance with subsection 62-330.090(7), F.A.C. Such notice is not an
encumbrance upon the property.
NOTICE OF RIGHTS
This action is final and effective on the date filed with the Clerk of the Department unless a
petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S.,
before the deadline for filing a petition. On the filing of a timely and sufficient petition, this
action will not be final and effective until a subsequent order of the Department. Because the
administrative hearing process is designed to formulate final agency action, the subsequent order
may modify or take a different position than this action.
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 8 of 11
Petition for Administrative Hearing
A person whose substantial interests are affected by the Department's action may petition for an
administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules
28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the
following information:
(a) The name and address of each agency affected and each agency's file or identification
number, if known;
(b) The name, address, any e-mail address, any facsimile number, and telephone number of
the petitioner, if the petitioner is not represented by an attorney or a qualified
representative; the name, address, and telephone number of the petitioner's
representative, if any, which shall be the address for service purposes during the course of
the proceeding; and an explanation of how the petitioner's substantial interests will be
affected by the agency determination;
(c) A statement of when and how the petitioner received notice of the agency decision;
(d) A statement of all disputed issues of material fact. If there are none, the petition must so
indicate;
(e) A concise statement of the ultimate facts alleged, including the specific facts that the
petitioner contends warrant reversal or modification of the agency's proposed action;
(f) A statement of the specific rules or statutes that the petitioner contends require reversal or
modification of the agency's proposed action, including an explanation of how the
alleged facts relate to the specific rules or statutes; and
(g) A statement of the relief sought by the petitioner, stating precisely the action that the
petitioner wishes the agency to take with respect to the agency's proposed action.
The petition must be filed (received by the Clerk) in the Office of General Counsel of the
Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-
3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the
petition shall be mailed to the applicant at the address indicated above at the time of filing.
Time Period for Filing a Petition
In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the
applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed
within 21 days of receipt of this written notice. Petitions filed by any persons other than the
applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be
filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,
whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice
of this decision and the right of substantially affected persons to challenge this decision has been
duly published or otherwise provided to all persons substantially affected by the decision. While
you are not required to publish notice of this action, you may elect to do so pursuant Rule 62-
110.106(10)(a).
The failure to file a petition within the appropriate time period shall constitute a waiver of that
person's right to request an administrative determination (hearing) under Sections 120.569 and
120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent
intervention (in a proceeding initiated by another party) will be only at the discretion of the
presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 9 of 11
do not publish notice of this action, this waiver may not apply to persons who have not received
a clear point of entry.
Extension of Time
Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the
Department's action may also request an extension of time to file a petition for an administrative
hearing. The Department may, for good cause shown, grant the request for an extension of time.
Requests for extension of time must be filed with the Office of General Counsel of the
Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-
3000, or via electronic correspondence at Agency_Clerk@dep. state. fl.us, before the deadline for
filing a petition for an administrative hearing. A timely request for extension of time shall toll the
running of the time period for filing a petition until the request is acted upon.
Mediation
Mediation is not available in this proceeding.
FLAWAC Review
The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may
also seek appellate review of this order before the Land and Water Adjudicatory Commission
under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water
Adjudicatory Commission must be filed with the Secretary of the Commission and served on the
Department within 20 days from the date when this order is filed with the Clerk of the
Department.
Judicial Review
Once this decision becomes final, any party to this action has the right to seek judicial review
pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of
Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General
Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by
filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the
appropriate district court of appeal. The notice must be filed within 30 days from the date this
action is filed with the Clerk of the Department.
Executed in West Palm Beach, Florida.
STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
MSEM
Program Administrator
Permitting Program
Southeast District
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 10 of 11
CERTIFICATE OF SERVICE
The undersigned duly designated deputy clerk hereby certifies that this permit and all copies
were sent on the filing date below to the following listed persons:
FDEP — Norva Blandin MSEM, Danielle Sattelberger, Arizona Boyd, Luciano Guidoni,
Matt Mitchell, Palm Beach County, Environmental Resources, mmitchellApbcgov.org
FILING AND ACKNOWLEDGMENT
FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk,
receipt of which is hereby acknowledged.
NO',, 08-20-2021
Clerk Date
Attachments:
Project Drawings and Design Specs., 12 pages
Standard Manatee Conditions for In -Water Work, 2011
As -built Certification and Request for Conversion to Operational Phase Form 62-330.310(1)*
Request for Transfer to the Perpetual Operation Entity Form 62-330.310(2)*
Request to Transfer Permit Form 62-330.340(1)*
Commencement Notice Form 62-330.350(1)*
*Can be downloaded at: hgps:Hfloridadep.gov/water/submerged-lands-environmental-resources-
coordination/content/forms-environmental-resource
Project Name: Lemon Hill
Permit No.: 50-0402072-00 1 -EI
Page 11 of 11
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GENERAL NOTES:
1. 18' LONG SECTIONS OF TRUEUNE WALL PILE$ FILLED WITH 5000 PSI CONCRETE W/ 1 #11 PER
CAVITY.
2. BACKFILL BEHIND WALL SHALL BE FREE DRAINING SAND (SW OR SP PER ASTM
D-2487) AND COMPACTED A MIN. OF 95/. PER ASTM D-698.
3. COMPACTION SHALL BE DONE IN I FOOT LIFTS.
4. CONCRETE TO BE IN ACCORDANCE TO DURABILITY REQUIREMENTS OF SECTION 1904
FLORIDA BUILDING CODE FOR SALT WATER EXPOSURE - WATER TO CEMENTITIOUS
RATIO OF 0.4 AND COMPRESSIVE STRENGTH OF 5000 PSI. PROVIDE CORROSION
INHIBITOR IN ALL MIXES, KEEP CONC. WET FORMS ON FOR A MINIMUM OF 7 DAYS.
5. ALL REINFORCING STEEL TO HAVE MINIMUM YIELD STRENGTH OF 60 KSL
6. MINIMUM REINFORCING STEEL COVER SHALL BE 3 INCHES, INCLU➢ING TIE WIRE
AND CHAIRS. (USE PLASTIC TIE WIRE AND CHAIRS IF NECESSARY)
BACKFILL SEQUENCE.
1. SET WALL PANELS AND PILES.
2. BACKFILL AND COMPACT TO TOP OF PANELS. PANELS TO BE TEMPORARILY SHORED
DURING COMPACTION TO PREVENT MOVEMENT.
3. SET ANCHOR BLOCKS, TIE BACK RODS AND POUR CAP.
4. ONCE CAP IS CURED (MIN 7 DAYS), TEMPORARY SHORING CAN BE REMOVED.
5. REMAINING BACK FILL CAN BE PLACED AND COMPACTED,
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4. ALL FRAMING HARDWARE TO BE STAINLESS STEEL.
5. NEW 10' ➢]A WOOD PILES.
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(ACQ OR CCA)
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STANDARD MANATEE AND MARINE TURTLE
CONSTRUCTION CONDITIONS FOR IN -WATER WORK
July 2011
The permittee shall comply with the following conditions intended to protect manatees and marine turtles
from direct project effects:
a. All personnel associated with the project shall be instructed about the presence of marine turtles,
manatees and manatee speed zones, and the need to avoid collisions with (and injury to) these
protected marine species. The permittee shall advise all construction personnel that there are civil
and criminal penalties for harming, harassing, or killing manatees which are protected under the
Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary
Act.
b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all
times while in the immediate area and while in water where the draft of the vessel provides less
than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever
possible.
Siltation or turbidity barriers shall be made of material in which manatees and marine turtles cannot
become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee
entanglement or entrapment. Barriers must not impede manatee or marine turtle movement.
All on -site project personnel are responsible for observing water -related activities for the presence
of marine turtles and manatee(s). All in -water operations, including vessels, must be shutdown if a
marine turtle or manatee comes within 50 feet of the operation. Activities will not resume until the
animal(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes
elapses if the animal(s) has not reappeared within 50 feet of the operation. Animals must not be
herded away or harassed into leaving.
e. Any collision with or injury to a marine turtle or manatee shall be reported immediately to the
Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922, and to FWC
at ImperiledSpecies(a�myFWC.com. Collision and/or injury should also be reported to the U.S.
Fish and Wildlife Service (for north Florida, Jacksonville 1-904-731-3336 or for south Florida Vero
Beach 1-772-562-3909).
Temporary signs concerning manatees shall be posted prior to and during all in -water project
activities. All signs are to be removed by the permittee upon completion of the project. Temporary
signs that have already been approved for this use by the FWC must be used. One sign which
reads Caution: Boaters must be posted. A second sign measuring at least 8'/2" by 11" explaining
the requirements for "Idle Speed/No Wake" and the shut down of in -water operations must be
posted in a location prominently visible to all personnel engaged in water -related activities. These
signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to
the email address listed above.
CAUTION: MANATEE HABITAT
All project vessels
IDLE SPEED/NO WAKE
When a manatee is within 50 feet of work
all in -water activities must
SHUT DOWN
Report any collision with or injury to a manatee:
Wildlife Alert:
1-888-404-FWCC (3922)
cell * FWC or #FWC
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DATE ) REVISIONS SHEET* 6 OF 6 1
FLORIDA DEPARTMENT OF RonDSntis
Govenorr
Environmental Protection JeanetteNu6ez
Lt. Governor
Southeast District Office Shawn Hamilton
3301 Gun Club Road, MSC 7210-1 Interim Secretary
West Palm Beach, FL 33406
561-681-6600
RECEIVED
AUG = 0 2022
Town of Gulf Stream, FL
Project Name: Lemon Hill
Permittees/Authorized Entities:
Stephen Benjamin
1200 N. Ocean Blvd
Delray Beach, FL 33483-7232
Email: stevebenj50)gmail.com
Thom Smith
96 NE 4t' Ave
Delray Beach, FL 33483-4529
Email: stretch52749(&yahoo.com
Authorized Agent:
Schulke, Bittle & Stoddard, L.L.C.
c/o William Stoddard, Ph.D., P.E.
Email: wstoddard(a,sbsengineers.com
Environmental Resource Permit - Granted
State-owned Submerged Lands Authorization — Not Applicable
Permit No.: 50-0402072-001-EI
Permit Issuance Date: August 20, 2021
Permit Construction Phase Expiration Date: August 20, 2026
Environmental Resource Permit
Permit No.: 50-0402072-001-EI
PROJECT LOCATION
The activities authorized by this Permit are located within a man-made canal, Class III Waters, adjacent
to 1200 North Ocean Boulevard, Delray Beach (Section 9, Township 46 South, Range 43 East), in Palm
Beach County (Latitude N 26' 28' 38.6343", Longitude W -80' 3' 28.3629").
PROJECT DESCRIPTION
This permit authorizes the excavation of a 9,404 sq. ft. upland area (4,949 cubic yards of material)
to a depth of minus eight (-8) feet NAVD within Basin 1 and a depth of minus six (-6) feet NAVD,
as depicted in the attached plans. A 378 In. ft. seawall shall be installed along the waterward face
of the newly excavated area to form a continuous seawall with the existing seawalls. This permit
also authorizes construction of 150 sq. ft. marginal dock, 325 sq. ft. marginal dock, and 60 sq. ft.
no profile boatlift.
This permit does not authorize any impacts to wetlands or other surface waters. Submerged
resources are not located within the project boundaries; therefore, there will be no adverse impacts
to these resources. Mitigation is not required.
The attached standard manatee conditions (version 2011) shall be adhered to during all in -water
work. Prior to construction commencement, weighted floating turbidity curtains, extending to
within one- foot from the submerged bottom shall be utilized around the project area to ensure that
any turbidity resulting from construction activities will be contained within the project boundaries.
All water bodies, including any adjacent submerged aquatic vegetation outside the specific limits
of construction authorized by this permit shall be protected from erosion, siltation, sedimentation,
and/or scouring.
AUTHORIZATIONS
Environmental Resource Permit
The Department has determined that the activity qualifies for an Environmental Resource Permit.
Therefore, the Environmental Resource Permit is hereby granted, pursuant to Part IV of Chapter
373, Florida Statutes (F.S.), and Chapter 62-330, Florida Administrative Code (F.A.C.).
Sovereignty Submerged Lands Authorization
As staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees), the
Department has determined the activity is not on submerged lands owned by the State of Florida.
Therefore, your project is not subject to the requirements of Chapter 253, F.S., or Rule 18-21,
F.A.C.
Federal Authorization/State 404 Authorization
Your proposed activity as outlined on your application and attached drawings does not qualify
for Federal authorization. As of Dec. 22, 2020, Florida has assumed authority to administer the
dredge and fill permitting program under Section 404 of the federal Clean Water Act within
certain waters in the state "assumed waters."
Your application was not reviewed under the State 404 Permitting Program because the
application was submitted prior to the implementation of this program. If you do not already
have a permit or other letter from the U.S. Army Corps of Engineers (USACE) under Section
404 of the clean Water Act, or if you do not have a pending application with the USACE for a
404 permit, you may need to apply to DEP for a separate 404 Permit or Permit Determination.
Authority for review - an agreement with the USACOE entitled "Coordination Agreement
Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department
of Environmental Protection (or Duly Authorized Designee), State Programmatic General
Permit", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water
Act.
Coastal Zone Management
Issuance of this authorization also constitutes a finding of consistency with Florida's Coastal Zone
Management Program, as required by Section 307 of the Coastal Zone Management Act.
Water Quality Certification
This permit also constitutes a water quality certification under Section 401 of the Clean Water Act,
33 U.S.C. 1341.
Other Authorizations
You are advised that authorizations or permits for this activity may be required by other federal,
state, regional, or local entities including but not limited to local governments or municipalities.
This permit does not relieve you from the requirements to obtain all other required permits or
authorizations.
The activity described may be conducted only in accordance with the terms, conditions and
attachments contained in this document. Issuance and granting of the permit and authorizations
herein do not infer, nor guarantee, nor imply that future permits, authorizations, or modifications
will be granted by the Department.
PERMIT CONDITIONS
The activities described must be conducted in accordance with:
• The Specific Conditions
• The General Conditions
• The limits, conditions and locations of work shown in the attached drawings
• The term limits of this authorization
You are advised to read and understand these conditions and drawings prior to beginning the
authorized activities, and to ensure the work is conducted in conformance with all the terms,
conditions, and drawings herein. If you are using a contractor, the contractor also should read and
understand these conditions and drawings prior to beginning any activity. Failure to comply with
these conditions, including any mitigation requirements, shall be grounds for the Department to
revoke the permit and authorization and to take appropriate enforcement action.
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 2 of 11
Operation of the facility is not authorized except when determined to be in conformance with all
applicable rules and this permit authorization, as described.
SPECIFIC CONDITIONS- PROJECT FORMS & ATTACHMENTS
(1) The attached project drawings (sheets 1 through 12); the Standard Manatee Conditions
for In -Water Work, 2011 and DEP forms 62-330.310(1); 62-330.310(2); 62-330.340(1); and
62-330.350(1), which may be downloaded at
http://www.dgp.state.fl.us/water/wetlands/erp/forms.htm become part of this permit. If the
permittee does not have access to the Internet, please contact the Department at (561) 681-
6600 to request the aforementioned forms and/or document(s).
(2) If the attached permit drawings conflict with the specific conditions, then the specific
conditions shall prevail.
SPECIFIC CONDITIONS - PRIOR TO CONSTRUCTION
(3) After selection of the contractor to perform the authorized activities and prior to the
initiation of any work authorized by this permit, the permittee (or authorized agent) and the
contractor shall attend a pre -construction conference with a representative of the Department. It
shall be the responsibility of the permittee to contact the Department's Compliance Assistance
Program, by email SED ComplianceAFloridaDEP.gov, or by phone (561) 681-6600, to
schedule the pre -construction conference.
(4) The permittee shall ensure that the permit conditions are explained to all construction
personnel working on the project and for providing each contractor and subcontractor with a
copy of this permit before the authorized work begins.
(5) Prior to the initiation of any work authorized by this permit, floating turbidity curtains with
weighted skirts that extend to within one foot of the bottom shall be placed around the project
site, and shall be maintained and remain in place for the duration of the project construction to
ensure that turbid discharges do not occur outside the boundaries of the floating turbidity
screens. The permittee shall be responsible for ensuring that turbidity control devices are
inspected daily and maintained in good working order during all phases of construction
authorized by this permit until all areas that were disturbed during construction are sufficiently
stabilized to prevent turbid discharges.
SPECIFIC CONDITIONS — CONSTRUCTION ACTIVITIES
(6) All storage or stockpiling of tools or material (i.e. lumber, pilings, debris, etc.) shall be
limited to uplands or within the impact areas authorized by this permit.
(7) All watercraft associated with the construction of the permitted structure shall operate
within waters of sufficient depth to preclude bottom scouring, prop dredging or damage to
submerged bottom or submerged resources. During all construction activities, there shall be a
minimum of 1-foot clearance between the draft of the construction vessel/barge and the
submerged bottom.
Project Name: Lemon Hill
Permit No.: 50-0402072-001-El
Page 3 of 11
(8) The surrounding waterbody and marine resources located outside of the specific limits of
construction, authorized by this permit, shall be protected from siltation, sedimentation,
and/or scouring. Best management practices for turbidity and erosion control shall be
implemented and maintained at all times during to prevent siltation and turbid discharges into
the surface waters surrounding the project site.
(9) The excavated material shall be mechanically dredged and deposited directly into a fully -
lined barge with containment rails to hold the spoil and prevent return water from entering surface
waters. Return water shall not be discharged into the adjacent waters and all spoil materials shall
be placed on the uplands in water tight trucks for final disposal at an approved upland location.
The spoil containment areas shall be constructed to contain all off loaded spoil material and
prevent the escape of dredged material and associated effluent into surface waters.
(10) All areas to be excavated shall be in accordance with the attached permit drawings and shall
not exceed the areas and depths indicated on those drawings.
(11) Dredging shall be limited to day light; no dredging or dewatering activities are authorized to
be conducted at night, as turbidity plumes are not visible at night.
(12) If a floating pipeline is utilized to transport the dredged material, then it shall be inspected
twice daily by the selected contractor in order to ensure there are no leaks discharging material
into surface waters of the State. At the first sign of any leaks, the permittee shall immediately
contact the Department and cease all operations until repairs have been made.
(13) No dredging or filling of submerged grassbeds or live bottom communities is authorized by
this permit.
SPECIFIC CONDITIONS — MONITORING/REPORTING REQUIREMENTS
(14) Turbidity levels outside the construction area shall not exceed 29 NTU's above background
levels. The following measures shall be taken immediately by the permittee whenever turbidity
levels within waters of the State surrounding the project site exceed 29 NTUs above
background:
a. Notify the Department at (561) 681-6600 at the time the violation is first detected.
b. Immediately cease all work contributing to the water quality violation.
C. Stabilize all exposed soils contributing to the violation. Modify the work
procedures that were responsible for the violation, install more turbidity
containment devices, and repair any non-functional turbidity containment devices.
d. As required, perform turbidity monitoring per Specific Conditions.
e. Resume construction activities once turbidity levels outside turbidity curtains fall
below 29 NTUs.
(15) Turbidity Monitoring: Water turbidity levels shall be monitored if a turbidity plume is
observed outside the limits of the required turbidity control devices. Samples shall be taken
every four hours until turbidity subsides at one foot above the bottom, mid -depth, and one -foot
below the surface at monitoring stations located as follows:
Project Name: Lemon Hill
Permit No.: 50-0402072-001-El
Page 4 of 11
a. Approximately 100 feet up -current of the work sites and clearly outside the
influence of construction activities. (This shall serve as the natural background
sample against which other turbidity readings shall be compared.)
b. Directly outside the turbidity curtains surrounding the work sites and within the
densest portion of any visible turbidity plume. (This sample shall serve as the
compliance sample.)
(16) Turbidity Monitoring_ Reports: During dock construction activities, the permittee or
permittee's contractor shall collect the following turbidity monitoring data at the frequency and
water depths directed by the Specific Condition above:
a. Date and time of sampling event
b. Turbidity sampling results (background NTUs, compliance NTUs, and the
difference between them)
C. Description of data collection methods
d. An aerial map indicating the sampling locations
e. Depth of sample(s)
f. Weather conditions at times of sampling
g. Tidal stage and direction of flow
Data shall be collected in a turbidity log and shall include a statement by the individual
responsible for implementation of the sampling program attesting to the authenticity, precision,
limits of detection, and accuracy of the data. The turbidity log shall be scanned and sent on a
weekly basis to the Department's ERP Compliance Assurance Program via email at
SED ComplianceAFloridaDEP.gov. The subject line of the email shall include the project
name, permit number, and the title "Turbidity Monitoring Reports."
SPECIFIC CONDITIONS - OPERATIONS
(17) Vessels utilizing this structure shall maintain a minimum of one -foot clearance between
the deepest draft of the vessel with the engine in the down position and the submerged
bottom so as to preclude bottom scouring or prop dredging.
SPECIFIC CONDITIONS — MANATEE CONDITIONS
(18) The permittee shall comply with the standard manatee protection construction conditions
listed in the attached "2011 Standard Manatee Conditions for In -Water Work".
SPECIFIC CONDITIONS — LISTED SPECIES
(19) This permit does not authorize the permittee to cause any adverse impact to or "take" of
state listed species and other regulated species of fish and wildlife. Compliance with state
laws regulating the take of fish and wildlife is the responsibility of the owner or applicant
associated with this project. Please refer to Chapter 68A-27 of the Florida Administrative
Code for definitions of "take" and a list of fish and wildlife species. If listed species are
observed onsite, FWC staff are available to provide decision support information or assist in
obtaining the appropriate FWC permits. Most marine endangered and threatened species are
statutorily protected and a "take" permit cannot be issued. Requests for further information or
review can be sent to FWCConservationPlanningServices(&MyFWC.com.
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 5 of 11
GENERAL CONDITIONS FOR INDIVIDUAL PERMITS
The following general conditions are binding on all individual permits issued under chapter 62-
330, F.A.C., except where the conditions are not applicable to the authorized activity, or where the
conditions must be modified to accommodate project -specific conditions.
(1) All activities shall be implemented following the plans, specifications and
performance criteria approved by this permit. Any deviations must be authorized in a permit
modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized
may subject the permittee to enforcement action and revocation of the permit under Chapter 373,
F.S.
(2) A complete copy of this permit shall be kept at the work site of the permitted
activity during the construction phase, and shall be available for review at the work site upon
request by the Agency staff. The permittee shall require the contractor to review the complete
permit prior to beginning construction.
(3) Activities shall be conducted in a manner that does not cause or contribute to
violations of state water quality standards. Performance -based erosion and sediment control best
management practices shall be installed immediately prior to, and be maintained during and after
construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such
practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer
and Reviewer Manual (Florida Department of Environmental Protection and Florida Department
of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control
Inspector's Manual (Florida Department of Environmental Protection, Nonpoint Source
Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference
in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project -specific erosion and sediment control
plan is approved or other water quality control measures are required as part of the permit.
(4) At least 48 hours prior to beginning the authorized activities, the permittee shall
submit to the Agency a fully executed Form 62-330.350(1), "Construction Commencement
Notice," [October 1, 2013], which is incorporated by reference in paragraph 62-330.350(l)(d),
F.A.C., indicating the expected start and completion dates. A copy of this form may be obtained
from the Agency, as described in subsection 62-330.010(5), F.A.C. If available, an Agency website
that fulfills this notification requirement may be used in lieu of the form.
(5) Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an
operating entity under Rule 62-330.310, F.A.C., the permittee is liable to comply with the plans,
terms and conditions of the permit for the life of the project or activity.
(6) Within 30 days after completing construction of the entire project, or any
independent portion of the project, the permittee shall provide the following to the Agency, as
applicable:
a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex
— "Construction Completion and Inspection Certification for Activities Associated With a
Private Single -Family Dwelling Unit" [Form 62-330.310(3)]; or
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 6 of 11
b. For all other activities — "As -Built Certification and Request for Conversion to Operational
Phase" [Form 62-330.310(1)].
c. If available, an Agency website that fulfills this certification requirement may be used in lieu of
the form.
(7) If the final operation and maintenance entity is a third party:
a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or
within 30 days of as- built certification, whichever comes first, the permittee shall submit, as
applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.3
of Volume 1) as filed with the Department of State, Division of Corporations and a copy of any
easement, plat, or deed restriction needed to operate or maintain the project, as recorded with
the Clerk of the Court in the County in which the activity is located.
b. Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for
Transfer of Environmental Resource Permit to the Perpetual Operation Entity" [Form 62-
330.310(2)] to transfer the permit to the operation and maintenance entity, along with the
documentation requested in the form. If available, an Agency website that fulfills this transfer
requirement may be used in lieu of the form.
(8) The permittee shall notify the Agency in writing of changes required by any other
regulatory agency that require changes to the permitted activity, and any required modification of this
permit must be obtained prior to implementing the changes.
(9) This permit does not:
a. Convey to the permittee any property rights or privileges, or any other rights or privileges other
than those specified herein or in Chapter 62-330, F.A.C.;
b. Convey to the permittee or create in the permittee any interest in real property;
c. Relieve the permittee from the need to obtain and comply with any other required federal, state,
and local authorization, law, rule, or ordinance; or
d. Authorize any entrance upon or work on property that is not owned, held in easement, or
controlled by the permittee.
(10) Prior to conducting any activities on state-owned submerged lands or other lands of
the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the
permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S.
Written authorization that requires formal execution by the Board of Trustees of the Internal
Improvement Trust Fund shall not be considered received until it has been fully executed.
(11) The permittee shall hold and save the Agency harmless from any and all damages,
claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance,
removal, abandonment or use of any project authorized by the permit.
(12) The permittee shall notify the Agency in writing:
a. Immediately if any previously submitted information is discovered to be inaccurate; and
b. Within 30 days of any conveyance or division of ownership or control of the property or the
system, other than conveyance via a long-term lease, and the new owner shall request transfer
of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots
Project Name: Lemon Hill
Permit No.: 50-0402072-001-El
Page 7 of 11
or units in residential or commercial subdivisions or condominiums where the stormwater
management system has been completed and converted to the operation phase.
(13) Upon reasonable notice to the permittee, Agency staff with proper identification shall
have permission to enter, inspect, sample and test the project or activities to ensure conformity with
the plans and specifications authorized in the permit.
(14) If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal
implements, dugout canoes, or any other physical remains that could be associated with Native
American cultures, or early colonial or American settlement are encountered at any time within the
project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries
shall cease. The permittee or other designee shall contact the Florida Department of State, Division
of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as
well as the appropriate permitting agency office. Such subsurface work shall not resume without
verbal or written authorization from the Division of Historical Resources. If unmarked human remains
are encountered, all work shall stop immediately and notification shall be provided in accordance with
Section 872.05, F.S.
(15) Any delineation of the extent of a wetland or other surface water submitted as part of
the permit application, including plans or other supporting documentation, shall not be considered
binding unless a specific condition of this permit or a formal determination under Rule 62-330.201,
F.A.C., provides otherwise.
(16) The permittee shall provide routine maintenance of all components of the stormwater
management system to remove trapped sediments and debris. Removed materials shall be disposed
of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330,
F.A.C., or cause violations of state water quality standards.
(17) This permit is issued based on the applicant's submitted information that reasonably
demonstrates that adverse water resource -related impacts will not be caused by the completed permit
activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause,
obtain any necessary permit modification, and take any necessary corrective actions to resolve the
adverse impacts.
(18) A Recorded Notice of Environmental Resource Permit may be recorded in the county
public records in accordance with subsection 62-330.090(7), F.A.C. Such notice is not an
encumbrance upon the property.
NOTICE OF RIGHTS
This action is final and effective on the date filed with the Clerk of the Department unless a
petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S.,
before the deadline for filing a petition. On the filing of a timely and sufficient petition, this
action will not be final and effective until a subsequent order of the Department. Because the
administrative hearing process is designed to formulate final agency action, the subsequent order
may modify or take a different position than this action.
Project Name: Lemon Hill
Permit No.: 50-0402072-001-El
Page 8 of 11
Petition for Administrative Heariny,
A person whose substantial interests are affected by the Department's action may petition for an
administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules
28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the
following information:
(a) The name and address of each agency affected and each agency's file or identification
number, if known;
(b) The name, address, any e-mail address, any facsimile number, and telephone number of
the petitioner, if the petitioner is not represented by an attorney or a qualified
representative; the name, address, and telephone number of the petitioner's
representative, if any, which shall be the address for service purposes during the course of
the proceeding; and an explanation of how the petitioner's substantial interests will be
affected by the agency determination;
(c) A statement of when and how the petitioner received notice of the agency decision;
(d) A statement of all disputed issues of material fact. If there are none, the petition must so
indicate;
(e) A concise statement of the ultimate facts alleged, including the specific facts that the
petitioner contends warrant reversal or modification of the agency's proposed action;
(f) A statement of the specific rules or statutes that the petitioner contends require reversal or
modification of the agency's proposed action, including an explanation of how the
alleged facts relate to the specific rules or statutes; and
(g) A statement of the relief sought by the petitioner, stating precisely the action that the
petitioner wishes the agency to take with respect to the agency's proposed action.
The petition must be filed (received by the Clerk) in the Office of General Counsel of the
Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-
3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the
petition shall be mailed to the applicant at the address indicated above at the time of filing.
Time Period for Filing a Petition
In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the
applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed
within 21 days of receipt of this written notice. Petitions filed by any persons other than the
applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be
filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,
whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice
of this decision and the right of substantially affected persons to challenge this decision has been
duly published or otherwise provided to all persons substantially affected by the decision. While
you are not required to publish notice of this action, you may elect to do so pursuant Rule 62-
110.106(10)(a).
The failure to file a petition within the appropriate time period shall constitute a waiver of that
person's right to request an administrative determination (hearing) under Sections 120.569 and
120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent
intervention (in a proceeding initiated by another party) will be only at the discretion of the
presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you
Project Name: Lemon Hill
Permit No.: 50-0402072-001-El
Page 9 of 11
do not publish notice of this action, this waiver may not apply to persons who have not received
a clear point of entry.
Extension of Time
Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the
Department's action may also request an extension of time to file a petition for an administrative
hearing. The Department may, for good cause shown, grant the request for an extension of time.
Requests for extension of time must be filed with the Office of General Counsel of the
Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-
3000, or via electronic correspondence at Agency_Clerk@dep. state. fl.us, before the deadline for
filing a petition for an administrative hearing. A timely request for extension of time shall toll the
running of the time period for filing a petition until the request is acted upon.
Mediation
Mediation is not available in this proceeding.
FLAWAC Review
The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may
also seek appellate review of this order before the Land and Water Adjudicatory Commission
under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water
Adjudicatory Commission must be filed with the Secretary of the Commission and served on the
Department within 20 days from the date when this order is filed with the Clerk of the
Department.
Judicial Review
Once this decision becomes final, any party to this action has the right to seek judicial review
pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of
Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General
Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by
filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the
appropriate district court of appeal. The notice must be filed within 30 days from the date this
action is filed with the Clerk of the Department.
Executed in West Palm Beach, Florida.
STATE OE FLORII it DEPARTMENT OF ENVIRONMENTAL PROTECTION
MSEM
Program Administrator
Permitting Program
Southeast District
Project Name: Lemon Hill
Permit No.: 50-0402072-001-El
Page 10 of 11
CERTIFICATE OF SERVICE
The undersigned duly designated deputy clerk hereby certifies that this permit and all copies
were sent on the filing date below to the following listed persons:
FDEP — Norva Blandin MSEM, Danielle Sattelberger, Arizona Boyd, Luciano Guidoni,
Matt Mitchell, Palm Beach County, Environmental Resources, mmitchell(a,pbcgov.org
FILING AND ACKNOWLEDGMENT
FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk,
receipt of which is hereby acknowledged.
08-20-2021
Clerk Date
Attachments:
Project Drawings and Design Specs., 12 pages
Standard Manatee Conditions for In -Water Work, 2011
As -built Certification and Request for Conversion to Operational Phase Form 62-330.310(1)*
Request for Transfer to the Perpetual Operation Entity Form 62-330.310(2)*
Request to Transfer Permit Form 62-330.340(1)*
Commencement Notice Form 62-330.350(1)*
*Can be downloaded at: https://floridadep.gov/water/submerged-lands-environmental-resources-
coordination/content/forms-environmental-resource
Project Name: Lemon Hill
Permit No.: 50-0402072-001-EI
Page 11 of 11
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3. COMPACTION SHALL HE DONE IN 1 FOOT LIFTS.
4. CONCRETE TO HE IN ACCORDANCE TO DURABILITY REQUIREMENTS OF SECTION 1904
FLDRIDA BUILDING CODE FOR SALT WATER EXPOSURE - WATER TO CEMENTITIOUS
RATIO OF 0.4 AND COMPRESSIVE STRENGTH OF 5000 PSI. PROVIDE CORROSION
INHIBITOR IN ALL MIXES. KEEP CONC. WET FORMS ON FOR A MINIMUM OF 7 DAYS.
5. ALL REINFORCING STEEL TO HAVE MINIMUM YIELD STRENGTH OF 60 KSI.
6. MINIMUM REINFORCING STEEL COVER SHALL BE 3 INCHES, INCLUDING TIE WIRE
AND CHAIRS. (USE PLASTIC TIE WIRE AND CHAIRS IF NECESSARY)
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2. BACKFILL AND COMPACT TO TOP OF PANELS. PANELS TO BE TEMPORARILY SHORED
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4. ONCE CAP IS CURED (MIN 7 DAYS), TEMPORARY SHORING CAN HE REMOVED.
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2'x8' 1. DECKING - COMPOSITE. SPACE STRINGERS IN ACCORDANCE TO lw
MANUF, REMENTS.
2. FRAMING-
STRINGERS, CROSS TIES.
3. DECK FASTENERS
STAIRS TO BE 16d STAINLESS STEEL RING SHANK
NAILS OR 3j' HEX DRIVEN DECK SCREWS. (OR PER MANUFACT).
4. ALL FRAMING HARDWARE TO BE STAINLESS STEEL.
5. NEW 10' ➢IA WOOD PILES.
6. LUMBER TO BE PRESSURE TREATED FOR MARINE ENVIRONMENT.
(ACD OR CCA)
0.6 LBS/CF (PILES)
2.5 LBS/CF (PILES)
7, LUMBER TO BE BI DUALITY SOUTHERN YELLOW PINE.
TIE DUWN BLUCK (TIP)
TO CONNECT 2'xB' AND
2'x10'
uu uu
DECKING �
U
Q
FRAMING PLAN MB SCREWS OR SO NAILS
112" = I' 0" OYT 8 (4 EA. MEMBER)
DECKING 4'x10HANGER BLOCK =mJ
LAG OR THRU BOLTS w h
MIN. 3^ 312" CONC. ANCHOR
b
•or — 2•xe• U a
+��t o • LJ I, —_----- STRINGER
HANGER BLOCK m N
1c------- [h� z = m
P—i)NV be FL
SS 1/2' . , O' a < a
5"402022-0 1-EI DIACONCANCHOR = S uMeaDhMc) 2'x10- CROSS STRINGER A.
So)O
1/2' DIA. THRU BOLTS I, C%
(OR LAG BOLTS) HANGER DETAIL W LL
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STANDARD MANATEE AND MARINE TURTLE
CONSTRUCTION CONDITIONS FOR IN -WATER WORK
July 2011
The permittee shall comply with the following conditions intended to protect manatees and marine turtles
from direct project effects:
a. All personnel associated with the project shall be instructed about the presence of marine turtles,
manatees and manatee speed zones, and the need to avoid collisions with (and injury to) these
protected marine species. The permittee shall advise all construction personnel that there are civil
and criminal penalties for harming, harassing, or killing manatees which are protected under the
Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary
Act.
All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all
times while in the immediate area and while in water where the draft of the vessel provides less
than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever
possible.
C. Siltation or turbidity barriers shall be made of material in which manatees and marine turtles cannot
become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee
entanglement or entrapment. Barriers must not impede manatee or marine turtle movement.
d. All on -site project personnel are responsible for observing water -related activities for the presence
of marine turtles and manatee(s). All in -water operations, including vessels, must be shutdown if a
marine turtle or manatee comes within 50 feet of the operation. Activities will not resume until the
animal(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes
elapses if the animal(s) has not reappeared within 50 feet of the operation. Animals must not be
herded away or harassed into leaving.
e. Any collision with or injury to a marine turtle or manatee shall be reported immediately to the
Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922, and to FWC
at ImperiledSpeciescd-)myFWC.com. Collision and/or injury should also be reported to the U.S.
Fish and Wildlife Service (for north Florida, Jacksonville 1-904-731-3336 or for south Florida Vero
Beach 1-772-562-3909).
Temporary signs concerning manatees shall be posted prior to and during all in -water project
activities. All signs are to be removed by the permittee upon completion of the project. Temporary
signs that have already been approved for this use by the FWC must be used. One sign which
reads Caution: Boaters must be posted. A second sign measuring at least 8'/2" by 11" explaining
the requirements for "Idle Speed/No Wake" and the shut down of in -water operations must be
posted in a location prominently visible to all personnel engaged in water -related activities. These
signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to
the email address listed above.
CAUTION: MANATEE HABITAT
All project vessels
IDLE SPEED/NO WAKE
When a manatee is within 50 feet of work
all in -water activities must
SHUT DOWN
Report any collision with or injury to a manatee:
Wildlife Alert:
1-888-404-FWCC(3922)
cell * FWC or #FWC
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
Steve Tobias
Chief Building Official
100 NW 1 st Avenue
Delray Beach, FI 33444
Re: 1200 N. Ocean Blvd. Seawall Review
Dear Mr. Tobias:
August 4, 2022
via hand delivery
Please be advised the Town of Gulf Stream hereby authorizes the Delray Beach Building
Department to issue the building permit for permit application #21-199439 in connection with the
application at 1200 N. Ocean Blvd. in accordance with the Approval Letter dated August 3, 2022,
from Terragone Engineering, the engineer performing our Plan Review in accordance with FS
553.791.
In addition to the Town's authorization to accept this engineering review, I have reviewed the
materials for 1200 North Ocean Blvd, permit number 21-199439, submitted by the applicant and
the plan reviewers and approve an early start to allow work up to the point of the first required
inspection pursuant to Florida Building Code Sec. 105.12.
Very truly yours,
q4��L--
Rebecca Tew
Planning Administrator
TE�I�/�GONE
v' ENGIN�'E�ING
Marine, Civil and Coastal > RECEIVED
Engineering & Project Management
361 NW Dewburry Terrace AUG 04 2022
Jensen Beach, FL 34957
772 291 8177 Town of Gulf Stream, FL
a nton pe Cokomcast. net
August 3, 2022
Mr. Edward C. Nazzaro
Assistant Town Attorney
Town of Gulfstream
100 Sea Road
Gulf Stream, FL 33483
RE: Lemon Hill 1200 N Ocean Blvd. PLAN REVIEW — Seawall
Dear Mr. Nazzaro,
I, Jeffrey P. Anton, PE have reviewed the plans for the seawall prepared by MCR
Engineers, dated August 2, 2022. For compliance with the applicable codes as attested
by the Engineer of Record. We have found that the plans set presentation complies with
the applicable state and local codes. FDEP permit 50-0404072, Town of Gulfstream 21-
199439.
Permit drawings provided for Town records shall be submitted by the engineer with raised
seal and signature or appropriate electronic certification according to FAC 61 G15
I am a licensed professional engineer in good standing in the State of Florida.
Thank you
P.qN'
l
E
o. 4652�1
� � I
V STATE O>F .p
0R10�
Digitally signed by Jeffrey P Anton
DN: c=US, o=Florida,
dnQualifier=A01410C0000017DE8
72135C9000044139, cn=Jeffrey P
Anton
Date: 2022.08.03 11:23:22-04'00'
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