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Lydia Galbraith
From: Planreview
Sent: Wednesday, February 26, 2020 4:16 PM
To: Lydia Galbraith
Subject: FW: Gray Formboard Survey
Attachments: Gray Tie-In.pdf
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From: Tyler Lowe <tylerpbg@gmail.com>
Sent: Wednesday, February 26, 2020 11:11 AM
To: Planreview <planreview@stlucieco.org>
Subject: Gray Formboard Survey
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Questions, call Customer Service at 772-462-2146.
Permit #- 1910-0715
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business am public records
ava able 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,
pleasenotify 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 I
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.
S4PT
Co.Datetov
1310NeptuneDrive
Boynton Beath, Florida 33426
561-73E,4900
In Toll Fmt 977-NUTTING (US -OW)
Fax;561-737-9975
Engineers Braward 954-94"7D0
of Florida fmc.1 Established 1967 5tLude772-408-1050
Your ProJectis Our Commitment Miami -Dade 305-557-3083
WWW.nuftlrW"9lnee"xoM
January 28, 2020
Pools by Greg -
8886 South Federal Highway
Port St. Lucie, Florida 34952
E
Re: Pool Backfill Evaluation
Gray Residence
5616 Pinetree Drive
Fort Pierce, FL 34982
Permit No.: M064NW-W
Gentlemen:
Nutting Engineers of Florida, Inc. has performed geotechnical engineering services for
the referenced project. The area between the house and the proposed pool was probed
C with a Static Cone Penetrometer to determine the level of compaction of the backfill
material. Three probes were performed at the following locations:
F-
6
.c 1) North end of pool.
Q, 2) East end of pool between house and pool.
W
.s 3) South end of pool.
01
C
It is our opinion that the pool backfill as indicated by the above test locations has been
compacted to a density of the order of 95 percent modified Proctor.
We appreciate this opportunity to be of service. Should you have any questions, please
contact 6woffice at your convenience.
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