HomeMy WebLinkAboutPOOL BACKFILL EVALUATIONLn
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St. Lucie County
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August 17, 2018
Pools by Greg
8886 South Federal Highway
Port St. Lucie, Florida 34952
Re: Pool Backfill Evaluation
Ascherfeld Residence
615 SW 8iltmore Street
Port St. Lucie, Florida 34983
772-408-1050
TO Free: 877-NUTTPMG (688-8464)
Fax: 772-408-1049
Palm Beach 561-736-4900
Broward 954-941-8700
Miami -Dade 305-557-3083
w.nuttingengineevs.com
9319 Scarbrough Court
Port St. Lucie, FL
Permit No.:
Nutting Engineers of Florida, Inc. has performed geotechnical engineering services
for'ithe 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. Three probes were performed at the following locations:
1) ''North elevation between the patio and pool.
2)11 East elevation between the house and pool.
3) i West elevation of the pool area.
I
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 our office at your convenience.
OFFICES I;
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OFFICES
Palm Beach
615 SW Biltmore Street
Nuffing
Port St. Lucie, Florida 34983
Toll Free:877- AUT71MG (688-8464
EIN00801's)Palm
RECEIVED
Fax: 772-408-1049
Beach 561-736-4900
of Florida Inc. I Established 1967
AII, 311018
Broward 954-941-8700
Miami --Dade 305-557-3083
Your Project is Our Commitment
Permitting Department
www.nuttingengineers.com
St. Lucie County
lugust 17, 2018
;pools by Greg
0886 South Federal Highway
Port St. Lucie, Florida 34952
Re: Pool Backfill Evaluation
Ascherfeld Residence
9319 Scarbrough Court
P S FL
I ort cie,
Permit No.: 1806- N 6 {
Nutting Engineers of Florida, Inc. has performed geotechnical engineering services
fbr 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. Three probes were performed at the following locations:
ii
i) North elevation between the patio and pool.
2) East elevation between the house and pool.
3) West elevation of the pool area.
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 our office at your convenience.
EWR.TV FLORIDA,-INC.
R i iossi, P �"
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Pools by Gre�l/j,JMglV&Ned
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Miami -Dade
5t. Lucie
08/30I2018
13:20 7723379287 POOLS BY GREG INC PAGE 02/02
615 SW Biitmore Street
Port St. Lucie, Florida 34983
740$_1050
Tutting Toll Free:677-h1UTTIM1IG (666-8464
Fay76ach5•1049
1-73
EngineersPalm BeaCh5fi1-736�900
Broward 954-941-8700
of Florida Inc.I Established 1967 MlamPDade 305-557-3083 .
YourProject►s our Commitment www.nuttimpagineers-CUM
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August 17, 2018
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Pools by Greg
8886 South Federal Highway
Port St. Lucie, Florida 34952
a Re: Pool Backfill Evaluation FAUG
IVED
wAscherfeld Residence
9319 Scarbrough Court 0 2018c Port St: Lucie, FL
w' Permit No.: 1806�-0662 nty_, I�srmitting
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Nutting Engineers of Florida, Inc. has performed geotechnical engineering services
for the referenced project- The area between the house and the proposed pool was
M probed with a Static Bone Penetrometer to determine the level of compaction of the
t" backfill material_ Three probes were performed at the following locations:
1) North elevation be-tween the patio and pool.
2) East elevation between the house and pool_
.5 1 3) West elevation of the pool area.
It is our opinion that the pool backfill as indicated by the above test locations has
W 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 our office at your convenience,
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