HomeMy WebLinkAboutMISC EMAILSJoe Cicio
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Good afternoon Mr. Hart P.E,
Joe Cicio
Friday, July 08, 2016 1:31 PM
'Adam Hart'
'gene'; Joe Cicio; Carl John Peterson
RE: Coastal Floors Project
SUANN-
St. Luce Crnlnfi
I asked the contractor to meet with me this morning regarding some issues that were still incomplete or not
corrected on the revised plans designed by yourself as the second design professional on this job . Mr. Gene Santoro of
Coastal Construction has a partial list of what is still needed or needs to be corrected starting with the delegated
engineering being reviewed by you and approved via an approval stamp on the plans. The barjoist plans are still in a
preliminary state and are stated hot for construction on said un-sealed plans . The stack of product approval paperwork
can be eliminated with our product review affidavits being completely filled out then signed, sealed and dated by you as
the design professional of record including all methods of attachment thus making everyone's task more efficient
including our inspectors. We can accept the product approvals as long as all tables, methods of attachment, design
pressures etc: are tagged for compliance then all product approvals must be approved by you via your approval stamp
so that we know that you have accepted this cladding to be used in your building designs. There are still references to
the Florida Residential Code in the plans with reference to the residential pressure table,R301.2 . Commercial buildings
design from ASCE7-10 criteria for all pressures and must be indicated on the plans . There is also a reference in the wind
table that this is a single family dwelling.
With all of these items still open it is difficult to perform a full review and will await a re -submittal from Mr.
Santoro to perform a complete final review.
Thank You
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
StL-azie.Co-ww FLa.awui/" a*.d/DewAo�Serv,.c
From: hrcdesigns@gmaii.com [mailto:hrcdesigns@gmail.com] On Behalf Of Adam Hart
Sent: Friday, July 08, 2016 12:25 PM
To: Joe Cicio <cicioj@stlucieco.org>
Subject: Coastal Floors Project
ij.
Mr. Clcio,
I received a message today regarding the permit documents for the Coastal Floors project.
I would like to speak to you directly if possible about these drawings and your feedback to the Client.
We feel that we have provided everything as required to proceed with this permit and we would like to know
exactly what you feel is lacking in the package that we have been trying to submit to your office so that we can
address this immediately.
Please let me know if there is a time I can reach out to you on the phone this afternoon. Thank you in advance
for your help on this.
Attached you will find a copy of the comment responses we submitted for your reference.
Adam Hart, PE
HRC Designs
PO Box 2999
Stuart, F134995
772-215-8521
ahart@hrcdesigns.co
www.hrcdesigns.com
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
F3[
ENGINEERS
O SURVEYORS
December 13, 2017
Joseph M. Cicio
Plans Examiner
oil
SCANNEL,
BY
St. Lucia CdUntt
St. Lucie County Planning and Development Services
2300 Virginia Avenue
Fort Pierce, FL 34982
RE: Coastal Floor and Granite - SLC-1511-0282
Building Sewer Line Certification
Mr. Cicio,
File # 15-256
On behalf of the applicant, please accept this letter and the enclosed documents as a
professional engineer's certification for 203 linear feet of gravity sewer running from the building
to the Port St. Lucie Utility Systems Department point of service at the property line. The gravity
sewer service has been constructed in substantial conformance with the approved engineering
plans. All construction was observed and inspected by myself or those under my director
supervision. Please see the enclosed as -built survey for your consideration.
Should you have any questions or require additional information, please feel free to contact me at
772-462-2455 or by e-mail at davidbaggett(a)edc-inc.com at your convenience.
Since
David C. Baggett, P.E.
Professional Engineer
Florida Licenses No. 81375
RJK/dcb
w/enclosures
ai
* !N0.81375
��0 STATE OF :"��
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cc: Nick Elliott— Palm Park Center, LLc fil ll1I
project file #15-256
\\SERVER\EDC-Shared\EDC-Fort-Pierce\15-projects\15-256(Elliott_Property-Coastal_Flooring)\SLC\Project
Certification\Coastal_Floor SLC_Bldg_Sewer Line_Cert12-13-17.docc
ENGINEERING DESIGN & CONSTRUCTION, INC
CIVIL ENGINEERS & SURVEYORS SPECIALIZING IN LAND DEVELOPMENT
10250 SW Village Parkway, Suite 201
Part St. Lucie, FL 34987
772-462-2455
Coastal Development Corporation OUMIVI EG
-�f L BY
8569 South Highway 1 ccieCOunty
Port St Lucie, Florida 34952
St Lucie County Building Department RE: Permit No. 1511-0282
May 11, 2016
To Whom It May Concern:
Please find enclosed the plan revisions requested from your collective review in December, 2015. As you
may be aware, the original site engineer of record, Joe Friscia of Friscia Engineering expired. We were
required to engage another engineer, EDC of Ft. Piercewho acquired the practice, to complete this
project. Unfortunately, this necessitated starting over again to obtain the necessary FDOT permits and
design drawings in the new engineer's name.
Site Plans, etc.: Completed documents include the site plan, FDOT permits SFWMD permits, City of Port
St. Lucie Utilities Agreement, and connection permits, and so on. We are pending the FDOT Driveway
connection. These should be ready next week. The engineer told me yesterday that the local FDOT office
received the documents from the Ft. Lauderdale office yesterday, and will be submitted separately.
Submitted items included are:
Mechanical Review Plan and Required calculation documents attached (3 sets)
NOA's As necessary, and also listed on plans
Plan review comments updates and an original signed and sealed soils reports. Sub List attached
(3 sets):A and M Engineering Original soils report signed and sealed and two copies, ( 3 copies)
ERD Staff: Environmental documents addressing the turtles and vegetation have been previously
adjudicated by submission of documents from Crossroads Environmental Services
Plumbing Comments: Comments completed and on plans
Zoning Review: 3 Copies of the PSL utilities Agreement 3 sets of Site plans and the FDOT driveway
Permit should be submitted by mid -May, when received
Thank You, Gene Santoro
RECEIVED
MAY 11 2016
Joe Cicio
From: Diana Spriggs <DSpriggs@cityofpsl.com>
Sent: Thursday, December 21, 2017 2:51 PM
To: Joe Cicio; David Baggett
Cc: Project File; Laney Southerly; nick@coastalflooring.net; Sam Trotter, 'Gene'
Subject: RE: 5112: RE: Coastal Floor Turnover documents
PSLUSD is satisfied with all requirements for sewer service for this project
If you have any questions, please let me know
Thank you, SCANNED
Diana Spriggs, P.E. BY
Project Manager St. Lucie counts,
City of Port St. Lucie, Utility Systems Dept.
121 S.W. Port St. Lucie Blvd, Building B
Port St. Lucie, FL 34984
(772) 807-4452
From: David Baggett [mailto:davidbaggett@edc-inc.com]
Sent: Thursday, December 21, 2017 9:59 AM
To: Diana Spriggs <DSpriggs@cityofpsl.com>; Joe Cicio <cicioj@stlucieco.org>
Cc: Project File <ProjectFile@cityofpsl.com>; Laney Southerly <LSoutherly@cityofpsl.com>; nick@coastaIflooring.net;
Sam Trotter <sa mtrotte r@edc-i nc.com>; 'Gene' <Gene@coastaldevelopmentcorp.com>
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Diana, barring anything unforeseen it looks like we have provided what we need for utilities. Joe Cicio at the county is
leaving for vacation at the end of the week. The owner is hoping to be able to provide him with PSLUSD's clearance
before then. Do you have any projection on when you would be able to provide this?
Please let me know if I can assist in anyway
Thank you very much
'David C. Baggett, P.E.
Project Engineer
rFe�rca ctsuaver
Engineering Design & Construction, Inc. (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
n 772-462-2455, ext 113
8 772-408-4208
® davidbaggett(c edc-inc.com
From: Diana Spriggs Fmailto:DSpriqqs@)cityofpsl.com]
Sent: Wednesday, December 20, 2017 2:34 PM
To: David Baggett
Cc: Project File; Laney Southerly; nick(@coastalflooring.net; Sam Trotter; 'Gene'
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Looks good. Thank you.
From: David Baggett [mailto:davidbaggett@edc-inc.com]
Sent: Wednesday, December 20, 2017 2:32 PM
To: Diana Spriggs <DSpriggs@citvofpsl.com>
Cc: Project File <ProiectFile@cityofpsl.com>; Laney Southerly <LSoutherly@cityofpsI=>; nick coastalflooring.net;
Sam Trotter <samtrotter@edc-inccom>; 'Gene' <Gene@coasta[develop mentcorp.com>
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Revised as requested.
Thankyou
David C. Baggett, P.E.
Project Engineer
E �!23
Engineering Design & Construction, Inc. (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
772-462-2455, ext 113
A 772-408-4208
�R davidbaaoett(a)edc-inc.com
From: Diana Spriggs[mailto:DSprygs(a)cityofpsi.com]
Sent: Wednesday, December 20, 2017 2:22 PM
To: David Baggett
Cc: Project File; Laney Southerly; nick(dcoastalfloorina.net; Sam Trotter; 'Gene'
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Please revise the deviation to state "approximately 23 linear feet shorter"
Thank you,
Diana Spriggs, P.E.
Project Manager
City of Port St. Lucie, Utility Systems Dept.
121 S.W. Port St. Lucie Blvd, Building B
Port St. Lucie, FL 34984
(772) 807-4452
From: David Baggett [mailto:davidbaggett@edc-inccom]
Sent: Wednesday, December 20, 2017 2:06 PM
To: Diana Spriggs <DSpriggs@citvofpsl.com>
Cc: Project File <ProiectFile@citvofpsl.com>; Laney Southerly <LSoutherly@citvofpsl.com>; nick@coastalflooring.net;
Sam Trotter <samtrotter@edc-inc.com>; 'Gene' <Gene@coastaldevelopmentcorp.com>
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Diana, see attached revised cert form with explanation on the shorter 6" sanitary lines.
Hardcopies and disc of survey are being dropped off this afternoon.
Thank you
David C. Baggett, P.E.
Project Engineer
cxcv�eEas asuasrroaa
Engineering Design & Construction, Inc. (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
M 772-462-2455, ext 113
A 772-408-4208
� davidbaggetta?edc-inc.com
From: Diana Spriggs[mailto:DSpriggsCcbcityofpsl.coml
Sent: Wednesday, December 20, 2017 10:13 AM
To: David Baggett
Cc: Project File; Laney Southerly; nickCcbcoastalfloorino.net; Sam Trotter; 'Gene'
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Please provide a deviation explanation on the second page of the Certification form for explanation of the change in
constructed length of 6" Sanitary that we will own. Any pipe or item quantity change greater than 10% requires an
explanation.
As soon as this revised form is received along with a hard copy of the As-builts signed and sealed and the AutoCAD file of
the as-builts we can issue the permit certification and send our clearance to Saint Lucie County.
Thank you,
Diana Spriggs, P.E.
Project Manager
City of Port St. Lucie, Utility Systems Dept.
121 S.W. Port St. Lucie Blvd, Building B
Port St. Lucie, FL 34984
(772)807-4452
From: David Baggett [mailto:davidbaggett@edc-inc.coml
Sent: Tuesday, December 19, 2017 5:56 PM
To: Diana Spriggs <DSpriggs@citvofpsl.com>
Cc: Project File <ProiectFile@citvofpsl.com>; Laney Southerly <LSoutherly@cityofpsl.com>; nick@coastalflooring.net;
Sam Trotter <samtrotter@edc-inc.com>; 'Gene' <Gene@coastaldevelopmentcorp.com>
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Diana, here are the remaining docs you should need. If I am missing anything please let me know. I included the
checklist for file completeness even though I believe that ship has sailed.
I will have the as-builts and disc with CAD/PDF send ASAP.
Thanks for the patience and assistance on this one
David C. Baggett, P.E.
Project Engineer
EfE§tS iQBURY'EYOR9
Engineering Design & Construction, Inc. (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
''2 772-462-2455, ext 113
A 772-408-4208
davidbaggett(c edc-inc.com
From: Diana Spriggs [mailto:DSpriaas(a)cityofpsl.com]
Sent: Tuesday, December 19, 2017 9:55 AM
To: David Baggett
Cc: Project File; Laney Southerly; nickCalcoastalfloorino.net; Sam Trotter; 'Gene'
Subject: RE: 5112: RE: Coastal Floor Turnover documents
The latest documents received are attached with our approval stamp on the lower right for your records. Please provide
one hard copy signed and sealed of the as-builts along with the AutoCAD file. We also need the Wastewater Permit
Certification form in order to put the gravity mains into service.
Thank you,
Diana Spriggs, P.E.
Project Manager
City of Port St. Lucie, Utility Systems Dept.
121 S.W. Port St. Lucie Blvd, Building B
Port St. Lucie, FL 34984
(772)807-4452
From: David Baggett )mailto:davidbaggett@edc-inc.com]
Sent: Monday, December 18, 2017 11:23 AM
To: Diana Spriggs <DSpriggs@cityofpsl.com>
Cc: Project File <ProiectFile@cityofpsl.com>; Laney Southerly <LSoutherly@citvofpsl.com>; nick@coastaiflooring.net;
Sam Trotter <samtrotter@edc-inc.com>;'Gene' <Gene@coastaIdevelopmentcorp.com>
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Good Morning Diana, please see attached the revised as -built survey and bill of sale. Per your request, the "Exhibit A"
description for the bill of sale now matches the description on the easement documents (and owners affidavit).
Sodding was completed this morning. I requested a final inspection on Friday before I left so as soon as staff can
accommodate we will have that taken care of.
J
t
4
The FDEP cert is being mailed to your office though our turnover is not dependent on that.
Please let me know if you require anything else at this time. When the as -built is approved I will have our survey division
run off hardcopies for you, signed and sealed.
Have a good day
David C. Baggett, P.E.
Project Engineer
CN6Utt033 � EAINVLTOi1S
Engineering Design & Construction, Inc. (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
M 772-462-2455, ext 113
8 772-408-4208
�G davidbaooett(u)edc-inc.com
From: Diana Spriggs rmailto:DSpriggs@citvofosl.coml
Sent: Friday, December 15, 2017 5:21 PM
To: David Baggett
Cc: Project File; Laney Southerly; nicKDcoastalflooring.net; Sam Trotter
Subject: RE: 5112: RE: Coastal Floor Turnover documents
With so many copies going around; I was trying to just respond to the latest version. Once the legal description page of
the Bill of Sale is revised, please resend so we can mark it as complete. Yes, please schedule your final inspection as soon
as you are ready. The final inspection will not fail if the only thing missing is sod over the gravity since it is in an area that
Will get over grown with weeds sooner than we would like.
1`
Thank you,
Diana Spriggs, P.E.
Project Manager
City of Port St. Lucie, Utility Systems Dept.
121 S.W. Port St. Lucie Blvd, Building B
Port St. Lucie, FL 34984
(772)807-4452
From: David Baggett (mailto:davidbaggett@edc-inc.com]
Sent: Friday, December 15, 2017 5:12 PM
To: Diana Spriggs <DSpriggs@cityofpsl.com>
Cc: Project File <ProiectFile@citvofpsl.com>; Laney Southerly <LSoutherly@citvofpsl.com>; nick@coastalflooring.net:
Sam Trotter <samtrotter@edc-inccom>
Subject: RE: 5112: RE: Coastal Floor Turnover documents
Thanks Diana,
i will have the owner look at the legal description on the Bill of Sale. I sent over a version with the correct asset list on
Weds (attached) but maybe we got mixed up. Either way we will have the whole thing corrected and resent on Monday.
I will have our survey correct those typo's and we will resend.
I will request final inspection if we're clear to do that.
Hardcopy of the FDEP cert will be mailed your way.
Thankyou
David C. Baggett, P.E.
Project Engineer
encar�t� raueivcroaa
Engineering Design & Construction, Inc. (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
19 772-462-2455, ext 113
8 772-408-4208
davidbaggett@edc-inc.com
From: Diana Spriggs [mailto:DSpriggs@cityofpsl.com]
Sent: Friday, December 15, 2017 5:04 PM
To: David Baggett
Cc: Project File; Laney Southerly; nick@coastalflooring.net
Subject: 5112: RE: Coastal Floor Turnover documents
Attached are the markups on the submitted documents. The documents with no further comments have our approval
stamp on the lower right hand corner for your records.
Please submit the original of the FDEP Clearance document so that we can have it signed by Mr. Merejo for your
submittal to FDEP.
Also, attached is the screen showing the Turnover documents that are still needed. The only remaining test to pass in
the field would be the final inspection.
If you have any questions, please let us know.
Thank you,
Diana Spriggs, P.E.
Project Manager
City of Port St. Lucie, Utility Systems Dept.
121 S.W. Port St. Lucie Blvd, Building B
Port St. Lucie, FL 34984
(772)807-4452
From: David Baggett imailto:davidbaggett@edc-inc.com]
Sent: Wednesday, December 13, 2017 4:48 PM
To: Diana Spriggs <DSpriggs@cityofpsl.com>
Subject: RE: Coastal Floor
Diana, per our conversation please see attached the updated survey.
All the other remaining/revised items are attached as well. If I need to forward these to the project file email address let
me know.
i
Thankyou
David C. Baggett, P.E.
Project Engineer
E31N
eN6WEEA5 zauarcraa
Engineering Design & Construction, Inc. (EDC),
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
n 772-462-2455, ext 113
A 772-408-4208
,,�R davidbaggett(Wedc-inc.com
From: Diana Spriggs fmailto:DSprioas cityofosl.com] Ju U L
Sent: Wednesday, December 13, 2017 1:01 PM
To: David Baggett 02 0 ,2
Subject: RE: Coastal Floor
We are moving my office today so I am without a phone until this afternoon some time. I will call you as soon as I can
From: David Baggett[maiIto: davidbaggett@edc-inc.com]
Sent: Wednesday, December 13, 2017 11:00 AM
To: Diana Spriggs <DSpriggs@cityofpsl.com>
Subject: Coastal Floor
Good Morning Diana, I just left you a voicemail regarding Coastal Floor. I am getting ready to send you a package of the
remaining items you requested. I did not want to piecemeal it. Wire trace & marker inspection passed this morning— I
will include that report as well.
There is one thing I wanted to go over with you beforehand so if you could call me it would be greatly appreciated. It will
only take a moment.
Thankyou
David C. Baggett, P.E.
Project Engineer
'E
3[Kq
[NGU+EEAE y! 7WNYEVdiS
Engineering Design & Construction, Inc, (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
n 772-462-2455, ext 113
A 772-408-4208
e49 davidbag_aettCaledc-inc.com
SCANRcL
Joe Cicio BY
„
From: Joe Cicio
Sent: Tuesday, May 31, 2016 11:37 AM
To: 'gene'
Cc: 'nick@coastalfloorsplus.com'; Joe Cicio
Subject: Emailing - Report_FL_Review_Comments_Noncompliantjrf.pdf
Attachments: Report_FL_Review_Comments_Noncompliantjrf.pdf
1/i , C.J.,G N�'V
Dear St. Lucie County/Permit Applicant,w�Lv `,r_V
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional, contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank you,
lfoaeAd X &;c &
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
Sf Lwci,, Cov wly Pla.w.',.i" a*t& Deve tor+ z tf Se rvi cev
Hofer way your szrv" today ** Plza+e- covultue+Carl. Pe-ferww, Ciui,(.aUi" O fLoi&L a+
der ov�j@vtLucieco org to-PXLI"� your s+�ggevfio�y, co mvte'4„tyavtd feed4ya�
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Gam` pia
Joe Cicio
From: Joe Cicio
Sent: Wednesday, December 16, 2015 8:09 AM
To: 'gene@coastaldevelopmentcorp.com'
Cc: 'Tina@coastaldevelopmentcorp.com'; Joe Cicio
Subject: Review Comments for Permit Number 1511-0282
Attachments: Report_FL_Review_Comments_Noncompliantjrf.pdf SC IVIVED
Dear St. Lucie County Permit Applicant, St bide- ,��
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional, contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank You,
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
SJ- Luc i. C,&� PL&v"-_L tg a*L& Pvvedopxvt,evv(-ServUzk
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Ij
A. M. ENGINEERING AND TESTING, INC.
590 N.W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
(772)924-3575 OFFICE - (772)924-3580 FAx
December 1, 2010
Palm Center, LLC
Attention: Nick Elliot
2525 SE Federal Highway
Stuart, Florida 34994
SCANNED
BY
St. Lucie Countv
Re: Geotechnical Services for Stormwater Management Planning
Proposed Coastal Floors Facility, 9600 South U.S. Highway No. 1
Port St. Lucie, St. Lucie County, Florida
Project No. 10-1329
Ladies and Gentlemen:
A. M. Engineering and Testing, Inc. is pleased to submit this geotechnical report for the
referenced project. This report describes the project, field explorations, results of testing,
findings, and recominendations.
The project site is an approximately 1.253 acre parcel located in Section 26, Township 36S,
Range 40E. The site is on the east side of U.S. Highway No. 1 approximately 1 mile south of
East Prima Vista Boulevard, Port St. Lucie, St. Lucie County, Florida.
The project comprises the construction of a one-story retail building with the associated access
drives and parking areas.
FIELD EXPLORATIONS
The subsurface conditions at the project site were explored on November 22, 2010, with one
Auger boring; Hand Cone Penetrometer (HCP) readings were taken at one -foot intervals in the
auger boring. Subsequently an Exfiltration (EX) test was conducted in the borehole. The auger
boring was performed in general accordance with ASTM D 1452, "Practice for Soil Investigation
and Sampling by Auger Borings", and the exfiltration test with the SFWMD Usual Open Hole
Test procedure. The HCP test, in conjunction with information about the soil type, is empirically
correlated to the relative density of subsurface soils.
As requested by Friscia Engineering, the boring and exfiltration test were completed at the
approximate location noted on the Boring Location Plan. The Exfiltration Test Report with the
log from the auger boring is attached. The depths on the boring log are below the existing ground
surface at the time the boring was performed.
A. M. ENGINEERING AND TESTING, INC.
Geotechnical Exploration for Stormwater Management Planning
9600 South U.S. Highway No. 1, Port St. Lucie, Florida
Project No. 10-1329
FINDINGS
The terrain at the project site was uneven. The grade of the site was about ''/z feet below US on
the west side, and then sloped downwards to the east until about 4 feet below US1 at the
furthermost east portion of the site. Also, the grade of the site was about''/2 feet below US 1 on the
north side, and then sloped downwards to the south until about 4 feet below US1 at the
furthermost southeast portion of the site. The auger boring/exfiltration test was performed at a
location that was approximately 1 foot below US 1. Vegetation included pine and oak trees.
The subsurface soils observed in the borings generally consisted of fine sand to fine sand with
little silt from the ground surface to a depth of 5 feet, weakly cemented organically stained sand
with little to some silt from 5 to 5;% feet, and then fine sand with some silt from 53/4 to a depth of
6 feet, the bottom of the boring.
Ground water was encountered 6%: feet below the existing ground surface at the boring location.
The water level was allowed to stabilize about one hour before measurements.
USGS TOPOGRAPHICAL AND USDA SOIL SURVEY INFORMATION
We reviewed the USGS 7.5-minute series quadrangle topographic map of the area, entitled
Ankona. Revisions to this map were based on aerial photographs taken in 1983. The USGS map
showed the project site is located on a broad area with an elevation of approximately 15 feet
NGVD. Ponds are shown in the surrounding areas. The North Fork St. Lucie River runs
approximately 2,500 feet west of the site. Extensive canal systems are shown west of The North
Fork St. Lucie River.
The site is shown on sheet number 33 of the Soil Survey of the St. Lucie County Area, Florida,
issued by the U.S. Dept. of Agriculture in March 1980. According to the Soil Survey one soil
type occurs within the project site, Waveland fine sand (50j.
The Soil Survey describes Waveland fine sand as poorly drained, nearly level soil on broad
flatwoods areas. The soil profile consists of fine sand to fine sand with little silt from the ground
surface to a depth of 23/4 feet, fine sand with little to some silt to a depth of 5'/x feet and fine sand
with little silt to a depth of 63/4 feet. With unimproved drainage, the water table is within a depth
of 10 inches for 1 to 4 months and within a depth of 40 inches for 6 months or more during most
years. It is perched above the subsoil early in the summer rainy season and after periods of heavy
rainfall in other seasons. The water table recedes to a depth of more than 40 inches during
extended dry seasons. Permeability is rapid in the surface and subsurface layers, very slow to
slow in the subsoil, and moderate to rapid in the substratum. The high water table is perched and
is at the ground surface to 1 foot below the ground surface.
`A
A. M. ENGINEERING AND TESTING, INC.
Geotechnical Exploration for Stormwater Management Planning
9600 South U.S. Highway No. 1, Port St. Lucie, Florida
Project No. 10-1329
It should be noted that the Soil Survey generally extends to a maximum depth of 80 inches
(approximately 6% feet) below ground surface and is not indicative of deeper soil conditions.
SOUTH FLORIDA WATER MANAGEMENT DISTRICT RAINFALL INFORMATION
According to the SFWMD web site the rainfall in Martin and St. Lucie Counties during the 30
days prior to November 22, 2010, was 38 percent of the normal. During the 30 days prior to
October 22, 2010 the rainfall was 52 percent of normal and during the 30 days prior to September
22, 2010 it was 60 percent of normal. The 2010 rainfall up to November 22, 2010 was 83 percent
of normal. The 2009 rainfall was 79 percent of normal.
DISCUSSION AND CONCLUSIONS
The subsurface soils encountered in the auger boring correspond somewhat with the information
presented in the Soil Survey. The Soil Survey does not mention the weakly cemented organically
stained sand layer. The SFWMD data indicate the current water levels are below normal.
Based on the above data and the results of our field exploration, we estimate that the average wet
season high water table level is 3 feet below the ground surface at the boring/exfiltration test
location. The auger boring/exfiltration test was performed at a location that was approximately 1
foot below the top of US1. However, should rainfall intensity and duration or total rainfall
quantities exceed the normally anticipated rainfall quantities, the groundwater level may exceed
our estimate of the average wet season high groundwater level.
It should be noted for drainage system design that the soil layer described as weakly cemented
sand with little to some silt has low permeability. The Soil Survey gives the coefficient of
permeability for this material as less than 0.4 feet per day (1.4 x 104 cm/sec). Based on our
experience the coefficient of permeability ranges from 0.01 to 0.1 feet per day (10A to 10-5
cm/sec). "Perching" of the ground water can be expected.
LIMITATIONS
This report is for the exclusive use of our client in the design and construction of the previously
described project. The right to rely on this report may not be assigned without written permission
of A. M. Engineering and Testing, Inc.
This report has been prepared in accordance with generally accepted geotechnical engineering
practices in the State of Florida. No other warranty, expressed or implied, is made. Our
recommendations are based on the project information furnished to us, the results of our field
explorations and our past experience. They do not reflect variations in subsurface conditions that
may exist in unexplored areas of the site. The nature and extent of such variations may not
become evident until further explorations are made or construction is underway. Should such
3
A. M. ENGINEERING AND TESTING, INC.
Geotechnical Exploration for Stormwater Management Planning
9600 South U.S. Highway No. 1, Port St. Lucie, Florida
Project No. 10-1329
variations be observed, we recommend that A. M. Engineering and Testing, Inc. be requested to
observe the actual site conditions and re-evaluate our recommendations, if necessary.
Environmental concerns, including (but not limited to) the possibility that hazardous materials or
petroleum contaminated soils or groundwater may be present on the project site, were not
included in the scope of work. Furthermore, our explorations did not include determination or
delineation of "wetland" areas. GPS readings at a specific location are subject to some variability
due to the satellite coverage and local conditions. An accuracy of approximately 20 feet is
commonplace.
A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase
of your project. If you have any questions regarding this report or need any further information,
please call us.
Respectfully submitted,
A. M. ENGINEERING AND TESTING, INC.
�,;�
onald W: Moler, P.E.-
Senior Geotechmcal Engineer
Florida Registration No. 60675
Attachments: Boring Location Plan
Exfiltration Test Report (1)
Key to Soil Classification
Copies: Client (2)
Friscia Engineering (1)
ocio erlihan
Staff Engineer
ILServer-amelComparrylCO.D. JobslPalm Park Center, LLCICoastal Floors Facility, PSLIIO-1329 - Stormwater Report.doc
N
Ehrcd*1FAdam L. Hart, PE
1952 NW 21 ,t Terrace
Stuart, FL 34994
772-215-8521
HRCD-COASTAL-06132016
SCANNED
BY
St. Luce County
June 13th, 2016
Re: Coastal Floors New Building Permit
To whom it may concern,
Please refer to the attached submittal comments to the Drawing Review Comments
Issued on the project above.
Comment #1:
12/10/2015 Comment: PLS SUBMIT THE [ ORIGINAL j MANUFACTURERS ENGINEERED
LAYOUTS AND CUT SHEETS FOR THE STEEL BAR JOIST SYSTEM AND BRIDGING
REVIEWED AND APPROVED BY D.P. OF RECORD * NEED IN TRIPLICATE FOR REVIEW
SUBMIT SAME AS ABOVE FOR THE VULCRAFT STEEL ROOF DECKING SYSTEM
ENGINEER RESPONSE: Provided by Contractor/Owner
Comment #2:
12/10/2015 Comment: PLS SUBMIT THE [ ORIGINAL j MANUFACTURERS ENGINEERED
LAYOUTS W/ CUT SHEETS FOR THE METAL ROOF TRUSSES REVIEWED AND APPROVED
BY D.P. OF RECORD * NEED IN TRIPLICATE FOR REVIEW *
ENGINEER RESPONSE: Provided by Contractor/Owner
Comment #3:
12/10/2015 Comment: SUBMIT THE MANUFACTURERS ENGINEERED LAYOUTS AND
DETAILS FOR THE LIGHT GAUGE METAL FRAMING SYSTEM INCLUSIVE OF ALL DETAILS,
PLATES, FASTENERS AND ACCESSORIES REVIEWED AND APPROVED BY D.P. OF /
RECORD * NEED IN TRIPLICATE
ENGINEER RESPONSE: Please refer to the attached metal framing documentation & new
details on Revised Sheet 19 & revised Framing Note 14 on Sheet 16. All light gauge metal I ,
framing is non-structural and shall be installed per the manufacturers recommendations. Since
the Florida Building Codes do not yet align with the International Building Codes, Note 14 on
Sheet 16 has been updated to reference the Interr:s'entialprojects.
to l Building Codes Section R603 for II
non -load bearing applications on commercial and /J,J
Comment #4: / IJA
12/15/2015 Comment: SUBMIT THE TESTED DETAILS ON PLANS FOR THE WP 1551 FILE
CANNOT LOCATE THIS SYSTEM FOR THE 2 HOUR FIRE / SOUND WALL *** FLAG ON 3B
STATES SEE 1-13 FOR THE 2 HOUR WALL DETAILS ** THERE ARE NO DETAILS ON
SHEET 13 * PLEASE STATE THE CORRECT SHEETS FOR DETAILS
ENGINEER RESPONSE: Please refer to the correct typos on sheet 3B — Sheet 19 contains the
requested sections.
HRCD-COASTAIl06132016
Comment #5:
12/15/2016 Comment: SHOW ALL REQUIRED WINDOW AND DOOR FLASHING DETAILS ON
PLANS PER FBC 1405.4 AT ALL AREAS AS PRESCRIBED IN THIS SECTION THAT APPLY
ENGINEER RESPONSE: Please refer to revised sheet 7 Window & Door buck details with
flashing called out per FBC 1405.4, and added new details.
Comment #6:
12/15/2015 Comment: CALCULATE THE INCREASED LOADS ON PLANS COMPLIANT WITH
FBC 1607.4 FOR FORKLIFTS AND MOVABLE EQUIPMENT WHEEL LOADS AND AS STATED
IN 1607.7.4.1 FOR IMPACT AND FATIGUE ON THE FLOOR AND SUPPORTING STRUCTURE
* SHOW ON PLANS FOR THE STORAGE AND FACTORY AREAS
ENGINEER RESPONSE: The design loads per information gathered from the client are as
follows for the warehouse areas:
Forklift Gross Weight:4800 Ibs (Existing Equipment)
Gross Weight of Forklift Load: 1000 Ibs maximum
Total Maximum Weight: 5800 Ibs < 10,000 Ibs
Design Loads in these areas are less than 10,000Ibs maximum. Per FBC 1607.7, it is not
required to comply with 1607.7.1-1607.7.5. Refer to added Note 11 on sheet 2.
Plaques will be placed in the warehouse with signage that states:
"Maximum gross weight of any vehicle with load shall not exceed 10,000 Ibs (4536 kg)"
1607.7 Heavy vehicle loads.
Floors and other surfaces that are intended to support vehicle loads greater than a 10.000 pound (4536 kg)
gross vehicle weight rating shall comply with Sections 1607.7.1 through 1607.7.5.
1607.7.1 Loads.
Where any structure does not restrict access for vehicles that exceed a 10,000-pound (4536 kg) gross vehicle
weight rating, those portions of the structure subject to such loads shall be designed using the vehicular live
loads, including consideration of impact and fatigue, in accordance with the codes and specifications required by
the jurisdiction having authority for the design and construction of the roadways and bridges in the same location
of the structure.
Comment #7:
12/15/2015 Comment: SHOW THE SIZE AND REQUIRED WALL LOCATION FOR THE
REQUIRED MALTESE CROSS ON PLANS * SEE FAC 69A-60
ENGINEER RESPONSE: Refer to revised Sheet 4. Maltese will be installed within 24" to the left
of the entry door, and at 60" AFF per FAC 69A-60.
Comment #8:
SHOW THE DETAILS ON PLANS FOR THE EXTERIOR PLASTER APPLICATION PER FBC
2512 * SHOW ALL DETAILS AND TESTING REQUIREMENTS *** SHOW A WALL DETAIL FOR
THE KNEE WALLS SUPPORTING THE WOOD TRUSSED ROOF * PLANS SHOW METAL
STUDS WITH STUCCO OVER WIRE LATH * SHOW ALL WEATHER BARRIERS AND
REQUIRED BACKING PER FBC 2510.5 AND 2510.5.1
ENGINEER RESPONSE: Refer to revised Sheets 9, 10, and 11.
Comment #9:
12/1512015 Comment: WHAT TYPE OF SOFFIT AND VENTILATION WILL BE INSTALLED IN
THE RAISED TILE ROOF AREA * SHOW DETAILS ON PLANS
14RCD-COASTAL-06132016
ENGINEER RESPONSE: Per the note on Sheets 9 & 10, All Soffits shall be wire lathe & stucco.
The roof structure will be insulated with Icyene therefore no venting is required.
Comment #10:
ALL PLANS SUBMITTED MUST BE IN ORIGINAL SIGNED, SEALED AND DATED FORMAT
WE DO NOT ACCEPT PLAN COPIES OR DIGITAL SEALS AT THIS TIME * SEE F.S. 471.025
AND FAC 61G15-23.002
ENGINEER RESPONSE: Please refer to the attached revised drawings signed in Blue Ink per
your request to evidence an overlapping signature per F.A.C. All drawings and seals are in
compliance with F.S. 471.025 & F.A.C. The drawings submitted contain what is classified as a
"Wet' seal. As defined by FAC 61 G15-23.002 (1)(a), A Wet Seal is defined as any seal physically
applied to a printed document capable of leaving a permanent ink representation or any other
form of opaque permanent impression on the printed document that complies with subsection
61G15-23.002(2), F.A.C. Digital Seals are defined by F.A.C. 61G15-23.004, and are not the
same as the "Wet" seal provided on these drawings.
Comment #11:
5/31/2016 Comment: PLEASE CORRECT THE PHONE NUMBERS AND E-MAIL CRITERIA ON
THE PERMIT APPLICATION AND CHANGE THE DESIGN PROFESSIONAL INFORMATION
TO ADAM HART
ENGINEER RESPONSE: Provided by the Contractor/Owner
Comment #12:
5/31/2016 Comment: SOME LINTELS ARE IDENTIFIED INCORRECTLY ON THE LINTEL PLAN
CORRESPONDING TO THE LINTELCHART AND SOME OPENINGS ARE NOT SPECIFIED
PLEASE CORRECT
ENGINEER RESPONSE: Referto revised Sheet 5. A note was provided defining lentils that are
not labeled on the drawing, but additional clarification has been added for guidance on
engineering design intent.
Comment #13:
5/31/2016 Comment: WIND CHART ON SHEET 4 PERTAINS TO A SINGLE FAMILY
DWELLING IN THE RESIDENTIAL CODE AND DOES NOT APPLY TO THIS PROJECT
PLEASE CORRECT
ENGINEER RESPONSE: Referto revised Sheet 4. All designed performed to ASCE 7-10 & 2014
FBC.
Comment #14:
5/31/2016 Comment: MASONRY NOTES ON SHEET 16 REFERS TO THE 2010 EDITION OF
THE CODE *WE ARE CURRENTLY ENFORCING THE 2014 CODES
ENGINEER RESPONSE: Referto revised Sheet 16—typos have been corrected.
Comment #15:
5/31/2016 Comment: MISC NOTES ON SHEET 16 REFERS TO THE 2007 EDITION OF THE
CODE * WE ARE CURRENTLY ENFORCING THE 2014 CODES
HRCD-COASTAL-06132016
ENGINEER RESPONSE: Refertb revised Sheet 16 —typos have been corrected
Comment #16:
5/31/2016 Comment: DESIGN PROFESSIONAL TO IDENTIFY THE RISK CATEGORY ON
PLANS FOR THIS BUILDING PER FBC 1604.5
ENGINEER RESPONSE: Referto Sheet 4 — Risk Category defined as II in Wind Load Chart.
Comment #17:
5/31/2016 Comment: SHOW THE REQUIRED IMPACT LOAD BUILDING PROTECTION ON
PLANS PER FBC 1607.9
ENGINEER RESPONSE: Referto Sheet 4 & Response to Comment #6 above
Comment #18:
5/31/2016 Comment: PRODUCT APPROVAL TABLE SHEET 1 *** IF STATING PER N.O.A.
INSTALLATION SUBMIT LEGIBLE N.O.A'S [TRIPLICATE ] WITH THE FASTENER TABLES
HIGHLIGHTED AND COVER PAGE TO BE APPROVED BY THE DESIGN PROFESSIONAL OF
RECORD
ENGINEER RESPONSE: Provided by Contractor.
Comment #19:
5/31/2016 Comment: EXTERIOR SWING DOOR INSTALLATION PRODUCT APPROVAL
SHEETS MUST BE SUBMITTED IN TRIPLICATE, REVIEWED AND APPROVED BY THE
DESIGN PROFESSIONAL OF RECORD
ENGINEER RESPONSE: Provided by Contractor.
Comment #20:
5/31/2016 Comment: PLANS SPECIFY FL# 742.9 FOR THE OVERHEAD DOORS / PRODUCT
APPROVALS SUBMITTED ARE FOR A DIFFERENT DOOR AND ARE INCOMPLETE
ENGINEER RESPONSE: Provided by Contractor.
Comment #21:
5/31/2016 Comment: VARIOUS PLAN SHEETS ARE SPECIFYING A FOAM ROOFING
SYSTEM WITH GRAVEL AND THE PRODUCT APPROVAL TABLE [ N.O.A. # 14-0617.05 ] IS
FOR A SINGLE PLY PVC SYSTEM /// PLS CORRECT ONE OR THE OTHER AND SUBMIT
THE PROPER SYSTEM NUMBER FROM THE N.O.A PROPOSED * BE SURE THAT THE
METAL ROOF DECKING IS BEING ATTACHED TO THE BAR JOISTS PER THE N.O.A.
CRITERIA
ENGINEER RESPONSE: Refer to revised Sheets 7-12 for requested change to roofing system
call out.
Comment #22:
5/31/2016 Comment: FOUNDATION NOTES ON SHEET 16 ARE SPECIFYING A 4" SLAB AND
OTHER PLAN PAGES ARE SPECIFYING 6" AND 4" ** DESIGN PROFESSIONAL TO ADD THE
6" CRITERIA IN THE NOTES
ENGINEER RESPONSE: Refer to revised Sheet 16 Notes. Note revised to say 4"— 6" since both
thickness are being called out on the drawings.
Comment #23:
El
HRCD-COASTAG06132016
5/31/2016 Comment: ARE YOU PROPOSING FL 7804 # 1 OR 2 FOR THE ENTEGRA ROOF
TILE INSTALLATION * PLEASE SPECIFY A SYSTEM NUMBER THE PROPOSED
INSTALLATION * FOAM OR MECHANICALLY ATTACH * NEED THE UNDERLAYMENT
INSTALLATION TO MEET OR EXCEED THE REQUIRED DESIGN PRESSURES IF FOAMING
THE TILE * NEED ALL DOCUMENTS IN TRIPLICATE
ENGINEER RESPONSE: Provided by Contractor. FL7804.1 is being submitted as the proposed
roofing system, mechanically fastened.
Comment #24:
5/31/2016 Comment: CONTRACTOR TO RE -SUBMIT ALL DOCUMENTS IN TRIPLICATE WITH
THE REQUIRED ORIGINAL, SIGNED, SEALED AND DATED PLANS W/ [2 ] PDF DISCS
ENGINEER RESPONSE: Referto attached requested documents.
Comment #25:
5/31/2016 Comment: SHEET 3B SPECIFYS 40 AND A 30 1.5 HOUR RATED DOORS IN THE 2
HOUR WALL H DOOR AND WINDOW SCHEDULE ON SHEET 1 SPECS 20 MIN. ** THERE
ARE [ 21 DIFFERENT FIRE WALL DETAILS ON SHEET 19??? * PLANS SHOW 1 [ 2 ] HOUR
WALL
ENGINEER RESPONSE: Referto REVISED SHEET 1 AND 3B. Doors in schedule updated to be
90 minute doors per code.
If you have any questions, feel free to contact me at your earliest convenience.
Respectfully Submitted By,
6/13/2016
Adam L. Hart, P.E.
License # 63079
1952 NW 2151 Terrace, Stuart, FL 34994
772-215-8521
°Opp L.
* : No 6633
HRCD-COASTAG06132016-PA
Adam L. Hart, PE
1952 NW 21*Terrace
yJJ Stuart,FL 34994
772-21515-8521
June 13th, 2016
Re: Coastal Floors New Building Permit
To whom it may concern
The attached product approvals have been reviewed and approved for use on this building
Please refer to the following list below.
Product Approval Records:
Roofing Systems:
Hip Roof: Entegra Concrete Roof Tile, Mechanically fastened per FL 7804.1
Flat Roof: Duro-last Single Ply Roofing System installed per NOA 14-0617.05
Window Systems:
PGT Industries Fixed Glass SS-3500 Aluminum Store Front System installed per NOA 15-
0612.08
Exterior Store Front Door Systems:
PGT Industries Fixed Glass SS-3550 Aluminum Store Front System installed per NOA 15-
0612.09
Exterior Door Systems:
Ingersoll Rand SZ-Series Commercial Hollow Metal Door installed per FL13884.1
Garage Door Systems:
Overhead Door Model 610/611 installed per FL742.9.
If you have any questions, feel free to contact me at your earliest convenience
Respectfully Submitted By,
6/13/2016
Adam L. Hart, P.E.
License # 63079
1952 NW 21" Terrace, Stuart, FL 34994
772-215-8521
,,pM'� rH,q����i,
* No 63079
ir
ST TE F
December 21, 2017
ST. LUCIE COUNTY
BOARD OF COUNTY
Via; Email and mail
SCANNED
COMMISSIONERS
David C. Baggett, P.E. BY
St.
Engineering Design and Construction Inc. Lucie Count,
CHRIS DZADOVSKY
10250 SW Village Parkway, Suite 201
CHAIRMAN
Port St Lucie, FL349S7
DISTRICT 1
Reference: Coastal Floor and Granite-US1
TOD MOWERY
St. Lucie County Stormwater Permit
VICE-CHAIRMAN
As -Built and Engineer's Certification
DISTRICT 2.
Dear Mr. Baggett,
LINDA BARTZ
DISTRICT 3
St. Lucie County has received thews -built plans dated December 15, 2017 and the
engineer's letter of certification forthe above named project. Based an staff review of the
FRANNIE HUTCHINSON
as -built plans and a site inspection, it has been determined that additional effort is
DISTRICT 4
necessary, in order to comply with St. Lucie County standards. Please refer to the
comments below and provide the requested supplemental information to complete the
project. Per the Land Development Code Chapter 11.03, please submit two (2) copies of
CATHY TOWNSEND
signed and sealed as -built, two (2) copies of signed and sealed. engineer's certifications,
DISTRICT 5
and all geotechnical test results with your resubmittal.
HOWARD N. TIPTON
Certification Letter Comments:
COUNTY ADMINISTRATOR
1. The Engineer's letter of certification must specifically identify substantial deviations
from the approved plan. For example, SD#2 top elevation changed from 15.33to 16.54,
DAN MCINTYRE
MES invert elevation changed from12.53 to 11.49. These changes are beyond generally
COUNTY ATTORNEY
accepted tolerances. Please review the project in Its entirety and. state any such deviations
on your resubmittal.
MAILING ADDRESS
2300 VIRGINIA AVENUE
Geotechnical Report Comments:
FORT PIERCE, FL 34982
PHONE
1. 'No density test results or proctor tests were submitted with the certification package.
(772) 462-251 t
Please submit all available test results for stormwater pipe and stormwater structures in
accordance with Florida Department of Transportation Standards.
TDD
(772) 462.1428
As -Built Plan Comments:
FAX
1. The plans must depict critical pavement spot elevations, changes in grade or slope, the
(772) 462-2363
top of bank along the periphery of project, roof drain -box elevations, toe of slope and
sufficient elevations for all accessible routes to demonstrate compliance with all applicable
E-MAIL
thottakara- a-stlucieco.otg
regulations.
2. Please label the Swale top of bank and the of slope or use different line types for each
± WESSITE
feature.
WWW,STLUCIECO.GOV
e��e��@@ pN {pp{,mm�� 1 ` �+
ST. -iLUCE tl 10IT KSO
December 21, 2017
Page 2 of 2
Field Review `Commehtsi-
1. Roof drains discharging along the southern portion of the project appear to convey runoff
directly beyond theproperty. Demonstrate that all stormwater runoff is contained within
the project boundary, in accordancewith-thepermitted activity.
2. All disturbed areas must be stabilized. Many areas of work remained in a bare condition as
a result of contractor activity.
3. Ruts from activity:along the NE corner of the property shall be re -graded and,sodded.
4. A material stockpile, near the SE corner of the site existed during the final inspection. This
material must be removed and the area regraded and 'sodded 'to design intent. All
remaining construction debris must be: removed from the site.
S. It appears that the concrete pad placed at the SW corner of the building is not reflected on
the as -built plans. Demonstrate that the as -built plans and permitted plans reflect actual
site conditions. Also demonstrate that this additionalimpervious area is included in site
stormwater calculations.
,6. All silt fence shall be removed from the project.
7. A Notice of Termination (NOT) form 62-621.300(6) shall must be filed with FDEP„with a
copy provided to this office.
Advisory comments
1. Remove sedimentation from drainage structures and pipes.
2. It was noted that the truncated domes at the parking lot crosswalk were not installed as
per plan. Please review.and.provide comment.
All inconsistencies with St..Lucie County standards shall be corrected prior to final certification
of the project by St. Lucie County. Our_findings are not to be considered all-inclusive and we
encourageyou to make an independent review of the work in its entirety. We would appreciate
your assistance in addressing these matters. Pleasemakean independent review and'advise us
as to the corrective actions to betaken. If there are any questions please feel free to call meat
(772) 462-2511 or email me atThottakarab@stlucieco.ore.
Sincerely,
Baby Thottakara, PE jo2�i// 0)/�
Water Quality Division Civil Engineer
Cc email only:
Don west, PE— Public Works Director Kim.GrAmu, PE —County Engineer
Patrick Dayan,PE— Worer Quality Manager (email) Rod Reed; PLS—County Surveyor
Gdy Boisclair— Regulatory Professional, SFNMD Monica Graziant— Building and Code Manager
11Boccfs02�slwutS\CMPD%grottp\R&BNCOMMOMWater Quality\Development RevicMStormeater Permits Approvals)l I • Coastal
floor.. and Granite 201112081Response to. cent -Coastal Floor and Granitc.doex
STo LUCIE \IVOj KS
Joe Cicio
From:
Sent:
To:
Subject:
Attachments:
See below and attached.
Thank you
David C. Baggett, P.E.
Project Engineer
• ENGWCCPS ZSURVETbGs
David Baggett <davidbaggett@edc-inc.com>
Friday, January 12, 2018 3:13 PM
Joe Cicio
FW: COASTAL FLOORING & GRANITE
SLC Response to Coastal Floor Granite_20171221.pdf
Engineering Design & Construction, Inc. (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
S 772-462-2455, ext 113
A 772-408-4208
qsI3 davidbaggett0edc-inc.com
From: Edmund Bas [mailto:base@stlucieco.org]
Sent: Friday, December 29, 2017 11:52 AM
To: David Baggett
Cc: Kimberly Graham; Baby Thottakara; Joe Cicio
Subject: COASTAL FLOORING & GRANITE
David,
SCAIVIVEL)
St. LuBY
Cie Counn`
,We have reviewed the certification package you provided and inspected the site for the above development. We share
the same comments provided by the County's Water Quality Division dated December 22, 2017 as attached. Please
address these comments and provide a copy of the revised package to the Engineering Division for review. Should you
have any questions, please do not hesitate to ask.
Thanks,
Edmund S. Bas, P.E.
Assistant County Engineer
!•►BEST,
plates
DLiUCAUc"#mr
St. Lucie County Engineering Division
2300 Virginia Ave., Rm. 229
Fort Pierce, FL 34982
Direct: (772) 462-2184 • Main: (772) 462-1rui + Fax: (772) 462-2362
Email: basec@stiucieco.org • Website: www.stiucieco.org
Please Note: Florida has very broad public records laws. Mostwritten communications to or from County officials regarding County business are public records
-available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Joe Cicio
From:
David Baggett <davidbaggett@edc-inc.com>
Sent:
Friday, January 12, 2018 2:36 PM
To:
Joe Cicio
Cc:
nick@coastalflooring.net;'Gene'
Subject:
FW: Coastal Floor and Granite-US1
Attachments:
Coastal Floor and Granite Acceptance SLC WQD_20180112.pdf
Joe, please see attached acceptance letter from WQD. Please let us know if you need anything else.
Thank you
David C. Baggett, P.E.
Project Engineer
r
EammC SLnh'EYat
Engineering Design & Construction, Inc. (EDC)
10250 SW Village Parkway, Suite 201
Port St. Lucie, FL 34987
M 772-462-2455, ext 113
A 772-408-4208
� davidbaggettcbedc-inc.com
From: Baby Thottakara [mailto:Thottakarab@stlucieco.org]
Sent: Friday, January 12, 2018 2:22 PM
To: David Baggett; Lydia Galbraith
Cc: Don West; Kimberly Graham; 'Boisclair, Guy'; Patrick Dayah; Rod Reed
Subject: Coastal Floor and Granite-US1
David, Lydia
Please see the attached.
Thanks
Baby Thottakara, P.E.
Civil Engineer
2010 & 2047
"towtit
St. Lucie County Water Quality Division
3071 Oleander Avenue
Fort Pierce, FL 34982
Direct: (772) 462-2097 • Main: (772) 462-2511 • Fax: (772) 462-2363
Email: thottakarab(lstlucieco.ora • Website: www.stlucieco.ora
SCANNED
BY
St. Lucie Count,
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Sr. LUCIE COUI\TI'Y
BOARD OF COUNTY
COMMISSIONERS
FRANNIE HUTCHINSON
CHAIR
DISTRICT 4
F LINDA BARTZ
VICE -CHAIR
DISTRICT 3
CHRIS DZADOVSKY
DISTRICT 1
CATHY TOWNSEND
DISTRICT 5'
HOWARD N. TIPTON
COUNTY ADMINISTRATOR
DAN MCINTYRE
COUNTY ATTORNEY
MAILING ADDRESS
2300 VIRGINIA AVENUE
t,FORT PIERCE, FL 34982
PHONE
(772) 462-251 1
TDD
(772) 462-1428
FAX
(772) 462-2363
E-MAIL
THOTTAKARAB@STCUCIECO.ORG
WEBSITE
W W W.STLUCI ECO.GO V
STATER QUALITY DIVISION
January 12, 2018
Via: Email and mail
David C. Baggett, P.E.
Engineering Design and Construction Inc.
10250 SW Village Parkway, Suite 201
Port St Lucie, FL 34987
Reference: Coastal Floor and Granite-US1
St. Lucie County Stormwater Permit
As -Built and Engineer's Certification
Dear Mr. Baggett,
BY -
St Cucie County
JAN 12 RECD
1,5/
St. Lucie County has received the resubmission of as-built,plans dated J.muaq- 11, 2018 aurd
the cngineer's leper of cerdlication for'the above maned project. 1iaserl oil stair review or tile
as -built plans, as built drainage calculations vita site inspection, it has been determined that
the proiccl is in substantial compliance with St. Lucie County standards with relercncc to
Stornuvater Mvngernent. Your submission of responses to Ilse comments, Field corrections
and density test results are acceptable.
St. Lucie County's Water QuAly Division lids no additional comments and X'0 objection to
the issuance of Ilse Certificate or OCCupaucy. If tlicr e are any questions please Feel free to Call
tnc at (772) 462-2097 or email nu at 77tcxtalc,imb@slluciceo.oi-L.
laSi rely, ��/���i�i`.�- /
y T takara, PE
Water Quality Division — Civil Engineer
Cc email only:
Dan West,P.E.-Director, Public\Yorks Kimberly Graham, P.E—County Engineer
Patrick.Dayan, P.E. — Water Quality Division Manager
Rod Reed, PlS—County Surveyor Selena Grilrett, P.E.—Civil Engineer
Guy Boisclair—SFWMD
\\Boccr502\slcour$\CMPD\gmtip\R&B\COMMON\1Vater.QualityADevelopntenl RevieMStomniater Permits Approvals\I (-
Coastal Floor and Gunite_20111208\Coastal Floor and Granite: Acceptance SLC WQD_20180112,doCK
ST. LUCIE ` 11,10I= ifS,
January 12, 2018
ST. LUCIE COUNTY
Via: Email and mail
BOARD OF COUNTY
COIVMSSIOI\TERS
David C.Baggett, P.E.
Engineering Design and Construction Inc.
FRANNIE HUTCHINSON
10250 SW Village Parkway, Suite 201
CHAIR
Port St Lucie, FL34987
DISTRICT 4
Reference: Coastal Floor and Granite-US1
p' LINDA BARTZ.
St. Lucie County Storm Water Permit
DISTRICT
DISTRICT 3
3
As -Built and Engineer's Certification
Dear Mr. Baggett,
CHRIS DZADOVSKY
DISTRICT 1
St. Lucie County has received theresubmission of as -built Plans dated January 11, 2018 and
the engineer's letter of certification for the above named project. 'I3ased onstalf reviewof the
as -built plans, as built (Imillage calndations and a site inspection, it has been determined that
CATHYTOWNSEND
(he project is in substantial compliance \rith St. Lucie County standards vith reference to
DISTRICT B-
S(GI'llwralel' iN'Ia11age1nC11(. YOIn' Sllbinlssl011 Of 1'CSpOnSCs (O II1C COI17I11CIlls, field t'Orl'eCt10i15
and density test results are accepulble.
HOWARD N. TIPTON
COUNTY ADMINISTRATOR
`^
$t. LLICIC CGwnty's Water' llfihtl' 1)1\751011 haS no a(1(IltlOnal ('011llllellts and NO Ol)ICCtloll to
the issuance Of [lie Certificate Of Occupancy. If bhcre are any questions Please feel flee to call
nlc at (772) 4(i22097 or email nie ;It'1'llotlakarabns(IuciecO.OI
DAN MCINTYRE
COUNTY ATTORNEY
t
$I rely, ('�`�,
1
lay
MAILING ADDRESS
T takara, PE
P2300 VIRGINIA AVENUE
Water Quality Division —Civil Engineer
FORT PIERCE, FL 34982
Cc entail only:
PHONE
(772) 462-251 1
Dun %Vest,.P.E.=Director, Public Works Kimberly Graham,RE— County Engineer
Panick.Dayan, P.E. — Water Quality Division Manager
Rod Reed, PLS— Cdunty Surveyor Selena Gritfeu;.P.E,—Civil Engineer
TDD
Guy Boisclait—SFWtviD
(772) 462-1428'
FAX
(772) 462-2363
E-MAIL
THOTTAKARAB@STLUCIECO.ORG
VVEBSITE
\\Boecfs02vslcout$kCMPD\gronp112&B\COMMON\\Voter Quality1Development Revieic\Stomlualer Peradis Approvals\t t-
WWW.STLUCIECO.GOV
Coastal Floor and Granite20111208\Costal Floor and Granite Acceptailce SLC WQD-20180t12.docs
ST. LUCIE ` VOHK
Lydia Galbraith
From:
Lydia Galbraith
Sent:
To:
Thursday, March 29, 2012 4:29 PM
Robin Meyer
SCANNED
Cc:
Mark Satterlee; Paula Bushby; Michael Brillhart
StBY
. Lucie
cie Count%,
Subject:
Impact fees, Coastal Floor and Granite
Attachments:
DOC1112-0186impactfees.pdf
Tracking:
Recipient
Read
Robin Meyer
Read: 4/3/2012 8:09 AM
Mark Satterlee
Read: 3/29/2012 5:38 PM
Paula Bushby
Read: 3/30/2012 7:17 AM
Michael Brillhart
Read: 3/29/2012 4:35 PM
Robin,
The contractor is complaining about the Impact Fees. According to his opinion we should charge the Impact Fees based
on two uses, storage and retail. He also feels that it is not clear what we have deducted from the impact fees for the
buildings that previously were demolished.
The Site Plan is our leading document. The Site plan is totally based on Carpet store/retail. The calculation of the parking
was based on the total sf of building. We didn't make a difference between storage and retail. Also the Impact Fees
were based on retail for the total sf. of building.
The Property Appraisers office informed us that in 1991 the property had two buildings with a total of 2,544 sf. The
original buildings were demolished and taken of the tax roll in 1992.
For the calculation of the Road Impact fees we subtract 2,544 sf. The other Impact Fees were not in effect at the date of
demolition so we were not able to subtract anything from the other Impact Fees.
At 1/30/12 the contractor was informed about the calculation of the Impact fees. We let him know that if they had
paperwork that showed a different sf. of buildings to bring it in so we could review it. The contractor didn't respond to
that.
See attached Impact Fee calculation sheet.
The question is now, did we calculate the Impact Fees correct, or do we need to base it on retail and storage? Our
Impact Fee schedule doesn't provide an Impact Fee for storage. We do have an Impact Fee for Warehousing but that is
not a permitted use in Commercial General Zoning.
Please advise.
Thanks,
L_ddta g catbratth
Planning Technician
Planning and Development Services
Phone: (772) 462-1555
Fax: (772)462-6448