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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)2;29-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED May 5, 2017 JOB# : 171363-1 pd/DP/ct
PERMIT# 1703-0349
CONTRACTOR A & G Concrete Pools, Inc.
JOB LOCATION 13506 NW Coco Plum Court
Palm City, Florida
ITEM TESTED Pool Backfill ----- -- --
TEST:LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 North 0 - 1' 34 105.1 108.4 97.0
2 1' -2' 37 95.0+
3 2' - 3' 36 1195.0+
4 3' -4' 38 It95.0+
5 West 0' - 1' 35 103.7 108.4 95.7
6 1' -2' 40 95.0+
7 2' -3' 39 95.0+
8 3'-4' 41 95.0+
9 East 0' - 1' 40 106.0 108.4 97.8
1 10 ' -2' 40 95.0+
11 2' - 3' 43 95.0+
12 3' -4' 40 95.0+
Soil Description:
Brown Sand with 109.0 I I I I I
Traces of Shell W I I I I I I
In Place Moisture: E I I I I
7.3 Percent I I I I I
-- -G 108.0 _.._.._. _. _..—.._ ._.._.._.._
Optimum Moisture: T I I I I I I
12.2 Percent I I I I I
P Max. Dry Density: 107.0
108.4 P.C.F. C I I I I I l
• I I I I I I
@ Test Locations the Density& F
Penetrometer Readings Indicate 106.0
the Degree of Compaction Meets D
MinimgMRe WF9d. I R I I I I I I
di ¢s�BIc,�nto Natural Grade. Y — — — _
4 .acoe� f�� _O 105.0
�_—•
• 1 9 10 11 12 13 14 .15
Moisture-%of Dry Weight
du e m
L Id ATE4Cf� e
t r 4e County Building Department
°lmegh " pools.com
�.,rG. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
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05/08/2017 11:58 7725896469- KSM ENGINEERING • PAGE ; 01/01
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ZIP CP1 I
IKELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SE13ASTIAN (772)589-0712
PALM 13EACH(561)845-7445 www.Rsmengineering.net MEL50URNE(821)768-8488
FAX(561)845-8876 E-Mail-KSM@KSMENGINEERING.NET ST.LUCIE(772)229-9093
C.A.:5693, FAX(772)589-fi469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED May 5, 2017 JOB# : 171363-lpd/DPlct
PERMIT# 1703-0349
CONTRACTOR A&G Concrete Pools, Inc-
JOB LOCATION : 13506 NW Coco Plum Court
Palm City, Florida
ITEM TESTED Pool Sackfill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
North - 5. A 97.0
2 1'-2' 37 95.0+
3 2'- 3' 36 95.0+
4 3'-4' 38 95.0+
5 West 0'- 1' 35 103.7 108.4 95.7
6 1'-2' 40 95.0+
7 T-3' 39 95.0+
8 3'-4' 41 95.0+
9 East 0'- 1' 40 106.0 108-4 97.8
10 1'-2' 40 95 0+
11 2'-3' 43 95.0+
12 3'-4' 40 95.0+
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Soil Description: 109.a I I I I i
Brown Sand with
Traces of Shell W I I I 1 I I
1n Place Moisture: I I 1 I I
7.3 Percent. G 108.0
Optimum Moisture: H
T I I I I I l
12.2 Percent I i
Max. Dry Density: n 107.0 -
108.4 P.C.F. C I 1 1 1 I I
• I I I I I I � •
@ Test Locations the Density 8 F I
Penetrometer Readings Indicate 1oe.o T-
the Degree of Compaction Meets D
Minlmur>t.1, AgtX ,d R
POW' e irW n to Natural Grade. Y10-5.0
F :'r 9 10 11 12 13 14 15;
4 �
w ** Moisture-%of Dry Weight
sdel;,tATE o :° E1 V E� AP/�.p 8
e pStt �~County Building Department Z
is g17
t ®tit e' `ools.com
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` � 1 G. Keller, RE._37293/SI Lic:.No.:860 / Julia E. Keller, P.E._68366
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Top C'1Ar i
KELLER, SGHLEIC,HER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 10O, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIl�N (772)589-0712
PALM BEACH (561)845-7445 'i www.ksmengineering.net MELBOURNE(321)768-P488
FAX-(561)845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.: 5693 FAX(772)589-b469
j SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922 j
DATE TESTED May 5, 2017 JOB# : 171363-lpd/DP/ct
PERMIT# f 1703-0349
CONTRACTOR ( A & G Concrete Pools, Inc. -
JOB LOCATION 13506 NW Coco Plum Court
Palm City, Florida MAY ZOl'f
PERMI',
ITEM TESTED i Pool Backfill Rt I „cie C
TEST LOCATION' `; * PEN DRY MAX. DRY PERCENT
DEPTH READ DENSITY PROCTOR VALUE COMPACTION
OF SAMPLE . ,;": � ,
ort 0' -.1 34 105.1 108.4 97.0
2 1'-2' 37 95.0+
3 2' - 3' 36 95.0+ i
4 3' -4' 38 95.0+
5 West 0'- 1' 35 103.7 108.4 95.7
6 1' - 2' 40 95.0+
7 2' - 3' 39 95.0+
8 :i 3' -4' 41 95.0+ j
9 East _ 0' -1 _____ 40 ____ _106.0 - 108.4-.- - --- ---97--.8—- ---
- -1 0 1'-2' 40 95.0+
11 2' - 3' 43 95.0+
12 3 -4' 40 95.0+
Soil Description:
Brown Sand with 109.0 I I I l I
Traces of Shell W I l I I I I
In Place Moisture: E I l ! l I
7.3 Percent G 108.0 I _ 1_.._
H
Optimum Moisture: T
12.2 Percent
P 107.0
Max. Dry Density:
108.4 P.C.F. C
• I I I 1 I I
@ Test Locations the Density & F 1 I I I 1
Penetrometer Readings Indicate 106.0 - j- - j- - - -j - -j •-the D�gceezofdQpmpsction Meets D
kM,t � e �+asv, R I I I I I l
ea'Ips`f'k,i�mto Natural Grade. Y
P! 105.0
R pr, u fni1ked' 9 10 11 12 13 14 15,
Moisture-%of Dry Weight
le1v er I alLht P E l
siobnb
: f.
�a I I '�L cie County Building Department " PY
,0 L C
eN r angpools.com
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366 i
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May. 48.2017 10:32 AM Hannan Env'ix-onmental 7723442947 PACE. 11/ 1
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Planning &Development.ServiCes
Building&Code Regulation Division
COLINTY 2300 VlralnIn Ave
• R I D AFort Pierce,FL 34982
772-462-2172 Fax 772-462.6443
CERTIFICATE OF 'T'ERMITE TREATMENT
703�d3` CONSTRUCTION $OIL TREATMENT
PERMIi" # %o 1703-0349 JOB ADDRESS: cow Plum a
SUILDER/CONTRACT'OR: A&G co„oreto Poole►nn
REST CONTROL CONTRACTOR., ,_„_ a ,�3zt_, virarzrnetal seadees
PEST CONTROL LICENSE #; 1399418
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites In accordance with the standards of the National Pest control Association.
Square feet If area treated: 40,^1A Chemicals used; rQrmidorNe _
Percentage of solution: .126% Total gallpns used: 8 gellone
Date of Treatment: 618117 Time of Treatment:
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,.,._Footing ,_Slab
la Treatment _11t, Treatment
Re-Treat _Re Treat
_Driveway 1/8/17 pnpls
i"l Treatment —ill Treatment
Re-Treat Re-Treat
Other imr8 Final inspection j
ZIt Treatment
Re-Treat 0117
slgnat rm Date.
Note, Mere must be a completed form for each Wulred natment or m treatment and this form must be on&e,fob
sits to be plaited up by the'inspectOr at time of each/hspecdan or the scheduled Impaction will fall and,7.P wpecYon
FBC104.2.6 eprtillcAte of ProiteVve 77estme,7t for provant/on of term/ter. A weather res1mnt jobslt+e pasting bw4
shall by promdded to►eceNe duplicate 7 wvnent Celef/cates as Basch mequlred pnatec&e tnsatrnent Is comp/eteo;
prov/d/ng a copy for the person the permit Is/sued tta and another copy for the bill/ding pwy"It files The 7frstmentl
Cettlt7 ele shall provide the product used,/denuty of the applicator, time and date of the&WtMen4 slit,locad'on,area
t1wW, chomlcal used,percent concentration and number of gallons used, to establlsh a w rlflable mwi d of
protect/ve trotment. ifdhe,pull chem/cal ba0ermethod fur termite prig entlon&used, AW exivrlor treatment shall
be completecy prior to final building approval.
$t Ltr<cle County requires for the final inspection for CO,a Permanent sticker to be placed on
the electrical panel box cover, llstIng all the treatments and dates of applications.
Revined 7/24/2014
r 'EIVED APR`0$101a
z000/T000 9100a oVv
XV3 XV69:TT L109 80/20