HomeMy WebLinkAboutNUTTING ENGINEERS PAPERWORKERMINES
of Florida Inc. I Established 1967
a ,w' Your Project is Our Commitment
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March 4, 2019
Apex Pavers and Pools
725 SE Monterey Road
Stuart, Florida 34994
Re: Pool Backfill Evaluation
Foust Residence
2656 Conifer Drive
Ft. Pierce L
Permit No.: B Z -(20
I 675 SW Biltmore�ee�t
Port St. Lucie, Florida 34983
772-408-1050
Toll Free:877-NUTTING (688-8
Fax: 772-408-1049
Palm Beach 561-736-4900
Broward 954-941-8700
Miami -Dade 305-557-3083
www.nuttingengineers.com
RECEIVED
MAR 13 2019
sT. Lucie countrt r9 tnitdng
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 with a
Static Cone Penetrometer to determine the level of compaction of the backfill material.
Results of the probes are provided below:
Test Location
Depth
ft
CPT
tsf
%
Compaction
West end of pool by steps
0-1
35
95+
West end of pool by steps
1-2
30
95+
West end of pool by steps
2-3
40
95+
North end of pool between pool & house.
0-1
35
95+
North end of pool between pool & house.
1-2
30
95+
North end of pool between pool & house.
2-3
40
95+
East end of pool.
0-1
35
95+
East end of pool.
1-2
35
95+
East end of pool. 1
2-3
1 40 1
95+
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 o ltiQfi W1gk our convenience.
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OFFICES
Palm Beach
Miami -Dade
St. Lucie
INC.
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Tutting
NORMS
of Florida Inc. I Established 1967
Q YourProjectis Our Commitment
March 4, 2019
Apex Pavers and Pools
725 SE Monterey Road
Stuart, Florida 34994
Re: Pool Backfill Evaluation
Foust Residence
2656 Conifer Drive
FtP'erce, FL
Permit No.: -18,1 -02r71
615 SW Biltmore Street
Port St. Lucie, Florida 34983
772-408-1050
Toll Free:877-Nl1TTING (688-8
Fax-772-408-1049
Palm Beach 561-736-4900
Broward 954-941-8700
Miami -Dade 305-557-3083
www.nuttingengineers.com
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 with a
Static Cone Penetrometer to determine the level of compaction of the backfill material.
Results of the probes are provided below:
Test Location
Depth
ft
CPT
tsf
%
Compaction
West end of pool by steps
0-1
35
95+
West end of pool by steps
1-2
30
95+
West end of pool by steps
2-3
40
95+
North end of pool between pool & house.
0-1
35
95+
North end of pool between pool & house.
1-2
30
95+
North end of pool between pool & house.
2-3
40
95+
East end of pool.
0-1
35
95+
East end of pool.
1-2
35
95+
East end of pool.
2-3
40
95+
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 \fat(v(lli�gkgurconvenience.
* ` No 4211X6f1
` STATEI
II ssi, P
rot I 10
TONAL
Apex Pavers/!(/fJ44'FOO
OFFICES
Palm Beach
Miami -Dade
St. Lucie
DA, INC.