HomeMy WebLinkAboutLetter; Subsurface Investigation55 5"
Headquarters . Mai ing
C1 /' ENGINEERING .
11345 V.S.:Highway. 1- P.O. Box 78-1377
• Sebastian; FL. 31958 Sebastian, FL. 32978. .
Orlando Me,N Q TETI N Phone; 772 589-0712
723 Progress Way C.A. # 5693
Sanford, FL. 3.2771 KSMengineering.net
August 18, 2020J
r
Gabriel Tawa Takayama
c/o MBV Engineering, Inc..
1835 20th Street.
Vero Beach; Florida 32960
Re Pi rcel lD;'3406-502-0009.000-9
Jenkins Road, Midway_ Industrial Park
Phase III South, Lot 14
St Lucle County,:Florida
KSM: Project # 20386.9-b
Dear Sir:
As requested; KSM Engineering & Testing has performed a subsurface investigation at
the referenced site. Presentation of the :data gathered during the investigation, 'together
with our geotechnical related .opinions, are included in this report.
A. Site Description;
At the time of drilling; the, site was relatively hilly with heavy surface Vegetation and
many trees. Trails were cleared prior to our arrival and site fill had been placed on the
site on the areas -that were:clear.
B. Project Description:
Three. (3) commercial warehouse .buildings .are planned to be constructed: on the site..
The buildings .area 14,700 to .15,000 sf each. Loads ,from the . structures will be
transferred to -the; ground by conventional shallow footings.. `We estimate the maximum'.
Toads will be 'less than 2,500 .,on
per linear foot along the wall .foundation.
Some additional site fill -will be required to reach the.clesired, grades:
FILE COPY
Headquart
,
11345 U.S. Highway i
/�
Mailing
P.O..,B008-11377
Sebastian,-+L. 32958�N.INEERLNI
OL flando
NIV&G
AN��IN
Sebagah,R. 32978
Ohbn.,e :fl772- 58*9.;0712
723 Progress Way
CA. # 5694
Sanford, FL. 32771
KSMenginee,ring.net
Jenkins Road
-2-
August 1.8, 21020
St. Lucie County, Florida
C. The scope r of qurttudy consisted of the following::
1. Performed Standard Penetration Test borings and hand auger b6rings in the
,Proposed construction area to estimate the subsoil -relative density,
2. Measured the grou''ndwat6rlevel a't each boring.
3. Ev8lu''ated the existing -soil -c6nd i . tions with
i . th respect -to the proposed -construction
.and provided recommendations- forsite- -p repa ratio- n, foundation design and
pavement areas.
4.. Prepared this report, to document our findihgS-.
D. Site :Investigation:
The site investigation program for -the proposed structures consisted of performing
twelve (12):S-tandard- Penetration Test boring's (SPT), in the proposed coristrOdtion
areas.- The SPTbonn�q's� Wereterminated at depths of 10 to 25 feet below grade. The
locations of the borihgs' are indicated on the attached location Plan.
The SPT borings were .comple
ted in accordance with ,procedures described in ASTM =
1,586..- A si6ndard' 1.5 inch I.D.,;2 inch O.D. split -spoon sampler - is -driven into
o the
he soil
I :Dby
slu-cdessive blows of a'140 pound hammer freely, falling - 3-0. inches.. The number of blows
reqUired,to drive the sampler 1 foot, after. seating :6 -in., is designated the Penetration
Resistance,. or "N" Value. 7'At regular intervals the 8arripler.'is extracted 'from the ground
and-'opehbd..to allow visual ekaminafibn -and-- classification of the retained t "I 'sample.oi
Also the groundwater table was allowed. to stabilize and the depth of the groundwater
elevatJo.p.recorde-d from existing, grade.
The records of the:soi,ls encountered, the penetration resistances and groundwater. level
are showh:on the :attached fogs...
Headquarters
11345USs Highway I
Sebastian', FL. 32958
Orlando
AV
723, Progress Way
Sanford,
. FL. 32771
Jenkins RoOd -3-
.8t. Lucie County, Florida.
E. En-ginooring Evaluation and Conclusions:
ns;
EING"NEER NG Mailing
0.6. Box *1177
SebIagtiah,FL. 32978ANOTESTINO Phone�12-599-0712
..
CA. # 5693
KSMe6ginterjngmet
August 1.8, 2020
Based on the information obtained from this site investigation, we are pleased to offer
the following evaluation:
The boting logs indicate the ''subsurface 'soils consist mostly of fine- edified sand,
Slightly Silty and/of slightly clay Od Sand, and: clayed.salhd. Pieces of rock were also
found in the borings, generally pear the surface and, mixed -in with the fill material. "N"
values recorded -during the borin'goperation indicate the Soil density. is generally firm to•
medium dense. Please refer to the soil bpring logs'fbr specific infor miation relative to
the soil description.
Based on the existing soil conditions, the proposed structure can be supported on a
shallow foundation system provided that the Site- is properly d.
y prepare
The following .sections. provide recommendations. for'the site preparation and: foundation
design.
F. Site Preparation:
The proposed building area and areas, to be -paved, 'plps_ -a- minimum makrgin.of five feet
beyohd' 't'he'pto'Ob§O_d_ construction 66on Shall "'dand;
I d . :'g ubbed of Sur - fd'
.-t strippe an . r surface. debris,
including -Vegetation, roots and prgahic.mafter. - Stumps shall beremoved Jeritiroly., . The
building area should be graded _level and proofrolled. Any soft yielding areas shall be
excavated and, -replaced with clean. compacted fill. -Sufficient passes Should. be made
during compaction operations to produce a densi I ty no -less- than 95 pe'Men t 4 of its
i
modified dry -Proctor -value (ASTM.131 11557),to -a depth pf two feet. Thais, is important on
this project due to the amount of viagetationwhich will be cleared onsite.
After the exposed Surface has been 0 . frolledAhe:building . . and pav
ement. ave drit, ar
eas, may
befilled.W the, desired; tades., The material shall of lean granular and
" I ' '. 9., St.
containing les ' a S th- n 10% material, passing. the, U-.S. S#krid6rd No.:.200 me
sh sieve;
Place structural fill ih:loose .layers of 1.2 inches: 'in 'thi6kni6st; and -compact each lifttoat
iaast�95 percerit of 'its modified dry Proctor value.
-
After excavating for _the footings, the disturbed''f6otJng_S.IUDgraqO should,b,q.,r6cornpqctqd
to 95- percent (minimum) of its'#ibdifii6ddry. Peodtor', valud..:`ThiIS.c6n be best-66hk eved by
making'several passes With 9 r0laiiVely light-weidht-walk4bbh . ind Vib-raitoty sled or roller.
Headquarters
11345 U.S. Highway i:
Sebwtlan, FL. 32958
Orlaindo A% gap wi
723 Progress Way
Sanford, FL. 32771
Jenkins Road 4-
St. Lucie'.County, Florida
G. InrPlace Density Tests:
;i
Mailing
ENGINEERING P.P. Bok 78-1371
Phone:772589
297AROTESTIRS 0712
C.A. # 5693
I(SIVIengineering.net
Aug6st 18, 2020
Make tests in randomly selected location in accordance with ASTM. 0 1557 as follows:
MATERIALS
TEST FREQUENCY
a. Fill and Backfill
1 per lift per 2,500 sq. ft.
b. Subg,rade for Floor Slabs 1. per lift per,2,506 sq. ft.
c.. Continuous Wall Footings 1 test every- 100 lin. ft.
d. Individual Columnfoofings 1 test at each footing
e. Roadway i testper10,000-'sq. ft.
Tests in the excavated footings should be conducted priorq q,
to pjacemeht of any steel or
concrete. In; lace density of the compacted soil can be verified using a' nuclear density
p 9
gauge. All Iifts0houAd not exceed 12" tested.
H. Foundation:
Provided that but recommendations for site preparation are followed,
the proposed
structure may be Supported on conventional concrete, Steel reinforced footings
designed for an allowable soil bearing pressure of 2-50 pounds n - Wds per square foot, or
less.
With the foundation properly designed and the site properlywe anticipate
prepared,
total settlements less 'than ..:%of an inch and. differential settlement of less than Y4of an
inch. The majority of the settlement should -occur during -construction.
I. Drives and Parking Areas: (Standard Duty Only.)
We perforrhed eight. (8) hand-aUgers in the .p pos
ro , ed. roadway to evaluate the.solls in
relation to'tho proposed pavement We did not, find' any Im , , r
material in the test bo
rings, hoWomv er, the surface soils were found to be, very loose: to
loose. It will beespedially important on this site to properly c6mp6dt,t1T6 surface soils
i Is as
described below.. Penetrometer readings recorded durifigtho inves'-figation indicates the
existing soil density is firm to medium dense
I
Headquarters
nus U.S,, ighway
/'
ENGINEERING
Mailing
Pio. Box 784377
Orlandon,; FL. 32958,
yj
AND
TESTING
Sebastian,A. 32918
hone: 772-58970712
723 Progress Way
C.A. # 5693
Sanford; F.L. 32771
KSMengineering. . net
Jenkins Road -5- August 18, 2020
St. Lucie'County, Florida
The relationship of the static cone penetrometer reading to the relative density is listed
below:
Relative -Density Static -Penetrometer Reading
Very Loose or Soft .05
Loose 15— 40
Medium Dense 40-70
Dense 7&+
The static done penetrometer readings are indicated on the attached boring logs
Although a comprehensive pavement evaluation was .not within the scope of this study
the: ' site smay be prepared to support ,a flexible pavement or rigid concrete pavement.
The pavement should be de6,igned for the anticipated 'loads and 'fre
quencies. The
minimum pavement detigh for standard duty asphalt should include the following:
C16a"t the, roadway area of any surface debris incn I vegetation, roots and organic
.u. ' id'
matter-. "Stumps shall be removed entirely. The, cleared areas should be graded level
and proof tolled. Any soft yielding areas shall be excavated and replaced with clean
compacted fill. Sufficient passes should be made. during compaction operations to -
produce a density no less than 95: percent of its modified :dry Proctor valUe'(AASHT0
T! 80) to a depth of two feet.
t.
..Additional fill shall consist, of clean granular sandcontaining less than 10% material
passing the ,U..,S. Standard No, 200:ma§h. sieve and placed'in loose lavers of 12 inches
and compacted to the above densities.
Eight inches of suitable cldved soil having aLimat6ck,Bearing. Rat; (LBR)qf4Oshould
be used. for the stabilized subgrade and compacted to 98 percent. of its. Modified dry
Proctor value (AASHTO T1 80).-
The base -course shall be six inches, of cemented coqu ina,rock (LBR of 100) -or limerock
_d fi'd Proctor.' v 166
'and compacted t 9,8 percent of its mo,, i. e -drya , ASHT
perq.(A Q T1 80), A
minimum ,of .16 inches separation should be maintained between the bottom of the base
and the high seasonal groUndwat6r.,table...
The asphalt wearing surface ahOuldconsist of 1 of type- 'par -3 :in 'accordance with the
,Florida :Department of 'Transportation r Sta-idard Specification -_, Pacific- on for Road :and Bridg6
Construction.
$
6
Headquarters
11345 U.S.. Highway 1
'�'!'► /'
ENGINEERING
Mailing
P O. Box 78-1377
Sebastian; FL..32958
Orlando
A% AVA&AND
TESTING
SebastFL ian,_. 32978
Phone:,772 589-0712
723 Progress Way
CA. # 5.693
Sanford, FL. '32771
KSMengineering.net
Jenkins Road
-6-
August 18, 2020
St. Lucie County, Florida
Where a concrete pavement section is used., a minimum "thickness of 5 inches is
recommended .within light duty areas. The concrete should. be reinforced 10 withstand
the design traffic loads and saw cuts constructed for crack control. The concrete should
have a minimum compressive strength of 4;000 psi. Six inches of suitable clayed soil
having a Limerock Bearing Ratio (LBR) of 20 _and compacted to no less than .98 percent
of its modified dry Proctor value (RASH ro T1.80) should, be used as a base.
Standard duty pavement areas are considered car and pickup truck loading conditions_
and a few medium trucks such as delivery and garbage truck loading conditions.
J. Closure;
This report. has been prepared in accordance With. -generally accepted soil- and
foundation 'engineering practices -based on the results of the test borings and. .the
assumed loading conditions. No'warranties. either expressed or implied, are intended
or made. .This .report does not reflect any variations which. may occur. between. the
borings. If - variations appear evident during -the ,course of Construction, -it would be
necessary to re -evaluate -the recommendations of this project:
Environmental conditions; wetland delineation, water quality, and municipal
requirements are not a partof this report.
We, :are pleased to be of assistance to "you on this phase ;of your project. When we may
be of further service to you, or should .you have any questions, please feel free to
contact the office.
6
is
KSM Engmeel°ng & fest'ing'
BORING NUMBER B-1
KSM
PA°GE 1 OF 1
$ebP.Oas�an, FL 3297I3
Tel: (772)-589-0712
Fax: (772)-589- , 6460
CLIENT Gabriel Tawa.Takayama, c/o MBV
PROJECT NAME. _ Parcel ID: °3406-502-0009-0004. Jenkins'Road
PROJECT NUMBER 203869-p&ti
PROJECT L.00ATION St.lucie.CountV, Florida .
DATE•STARTED :8113/20 COMPLETED :8/13/20 .
GROUND. ELEVATION
HOLE SIZE inches.
.
DRILLING CONTRACTOR_.:.
GROUND WATER,LEVELS:
f
i
`DRILLING METHOD 'Split Spoon Sample _
9---AT TIME OF DRILLING 3.33 ft
LOGGED BY . MS/SH : CHECKED BY JEK..
AT END OF DRILLING
NOTES See Attached Location ,Plan
AFTER DRILLING
w
a
A SPT N VALUE A
aiG
..
U
Zfn
a�
O
MATERIAL DESCRIPTION
Wm
w
w'a
O
�w
�z�
O=¢
Lu
w
z a
20 . 40 _ 60 80
PL" MC. LL
�
w
o,
�:
��
n: _.
O W
m O >
Y "
? �.
20 40 60 80 .
t2
Q':Z
W
CU z
O FINES CONTENT (%) ❑
0
w'
a
o
�
20 40 60 80
o Gra Y Sand .with Traces of Roots,
o a light Brown Sand with Rock Fragments
4 4
...
(8)
o
-
:Gray:Sand
5 54
..
SS
(11.)
..
5
10-1 i-1
SS ; 0
Brown Clayed Sand.'
6 5'8
...
SS
10
S
( )
...
SS 11-10=10
m
.
(20)
4
Gray Sar d '.Slightly Silty. and. Slightly Clayed
" SS l l-12-.1.0'
..
.. " .
(22)
ry
Bottom of borehole at 14.0 feet.
"' "'
w
w
co
Y
O
0
w
y
Y
O
O
m
g
)
y
F.
,Z
ai
J
IL
x
m
a
w
0
w
KSM Engineering & Testing
BORING NUMBER. B=2
KSM
PAGE 1 OF 1
S bassi an, FL 32978
Tel: (772)-589-0712
Fak (772)-589-6460
CLIENT Gabriel Tawa Takavama,:c/o MBV _
PROJECT NAME :Parcel ID: 3406-502-0009=000=9, Jenkins Road i
PROJECT NUMBER ,203869-oft
PROJECT LOCATION St. Lucie County, Florida,
DATE STARTED :8/13/20 _ , , _. COMPLETED 8/1.3/20 .
GROUND ELEVATION ... .
HOLE SIZE inches
•
DRILLING CONTRACTOR
GROUND WATER LEVELS.
„,.
DRILLING METHOD Split Spoon Sample
Q AT TIME OF DRILLING 4.08 ft
LOGGED BY . MS/SH, _:. CHECKED BY .JEK. ._ ....
AT END OF DRILLING
-
NOTES See Attached Location Plan ..
AFTERDRILLING
w
w
A SPT NVALUE A
aC2m
wo
�zJ
"�
20 40 60 80
PL• . MC LL
n~
o ,.
O
-'
MATERIAL DESCRIPTION
Lu �:�
> Cy
0
O = ¢
m
w r
z o.
.,
C7
a
Z.
0
0->
L z
20 .40... 60 80
_ _ .
❑ FINES 'CONTENT (%) 0
w
a
0
0 •
_.
26 . 40- .60 80, ...
DarkGray Sand with'Traces;'of`Roots
'
SS
Light Brown Sand with Rock; Fragments
.. ...
c : o
Gray:Sand
4_fi"7
_
SS (13)
s
SS 8-6 8
;.
-
SS 11 1.-10
Brown "Clayed Sand . ....
(20 ).
... ...
SS
,•.
10
5)
Bottorribfborehoieiat 10.0 feet..
n,
m
a
m
0
ry
w
w
Y
0
w
J
mm
LL:.
..
..
M.
..
..
O
0
J
a
m
La
0
w
6
I
KSM Engineering & Testing
BORING NUMBER B-3
ox 78-1 377
11S1V1, S baistiari, FL 32978
PAGE 1 OF 1
Tel: (772)=589-0712
Fax: (772)-5,89-6469
CLIENTGabriel Tawa Takayama;. do' MBV
PROJECT NAME Parcel ID: -3406-502-0009,000-9, Jenkins Road _
PROJECT NUMBER 203869-p&b
PROJECT LOCATION
St, Lucie County; Florida
DATE.STARTED :8/13/20 COMPLETED .8/13/20
GROUND ELEVATION
HOLE -SIZE inches .
DRILLING CONTRACTOR
GROUND WATER LEVELS:
?
DRILLING METHOD - Split Spoon Sample
-•.AT TIME OF DRILLING 4.17 ft
LOGGED BY .MS/SH CHECKED BY. JEK
_ . AT END OF DRILLING .- ....
NOTES See Attached Location Plan
AFTER DRILLING --- ..
a
o
z
♦ SPT N VALUE A
=
U
.o_
o:
w
>=
� 6
cn w
H �
O¢
w
°'
20 40 60 80
PL MC LL
w
O
MATERIAL.DESC_RIPTION
jU'
w
z a-i
mUZ
U-r
}.,
20:, 40 60 80
0 FINES CONTENT(-%) 0
co
0
20 40 ...60 80 .:..
Dark GraySand'with Traces of Roots
..
SS
3.3-4
o .`o Light'Brown Sand with Rock.Fragments
-
(7)
_....
Gray Sand "
SS
6-5-5
. SZ
-
(10)
.......
5 :.
SS
7-7-7
(14):.:.
::.....,
::•.
S $
-
98-9
•
B�own Clayed Sand .
(17)
:.: ...
10 .'
SS
7-16-10
"
(20)
O
Gray Clayed-Sand
7-7-7
SS"
(14)
...
g
, .15 ...
.......
....
W
...
,
w
o
_
•: Gray Sand, Slightly'Silty and Slightly Clayed
.: ..
..
"""' ""' """'
0
W
20
$S :
5-6-6:
J
..
Y...
..
---
...
Se
Gray Sand, .Slightly.Clayed
� _ .
,. ,
•
N
..25 ;'• .
(22)
Bottom of. borehole at 25:0 feet,
_".
0
c�
m
g
y
0
z
0
O
'
J
a
m
U
W
0
W
..
1
� �
KSM Englneering &testing
BORING NUMBER B-4
KS
PAGIE 1 OF 1
.
Seta§ an, FL 32978
Tel:(772)-589-0712.
Fax:(772)-589-6469
CLIENT,: Gabriel Tawa.TakaVama, c/o MBV
PROJECT NAME Parcel ID: 3406-502-0009-000-9, Jenkins Road
PROJECT NUMBER 203869-pft
PROJECT" LOCATION St. Lucie County, Florida
DATE.STARTED :8/13120 COMPLETE_ D 8/13/20
GROUND ELEVATION
HOLE SIZE inches .
DRILLING CONTRACTOR ..
GROUND WATER LEVELS:
R
.
DRILLING METHOD Split Spoon Sample
Q AT TIME DF DRILLING 350 ft
LOGGED BY MS/SH • CHECKED BY. JEK,
AT END OF DRILLING - -
NOTES See Attached Location Plan
AFTER DRILLING —
m
ASPTNVALUE ♦
v
o_
DESCRIPTION'
o_ iY
>-
w
w
20 . 40 60 80"
W
0
MATERIAL
> C'
O S
0 ¢
>
w
Y "
z
gip---
0
a.
m.0
U ?
V
>-
20 40 60 80.
❑ FINES CONTENT (%) ❑
Lu
0
0
0
20 40 60 .80
Light Brown.Sand with Rock Fragments.
eo -
.
:.: Dark Gray Sand
4-5-5
SS'
(10)
.................. :.......
:.
516.6..
:,.
SS
(12)
... .......... .........:......:
5
.•;;
SS 7-8-8
...
;
Brown Clayed Sand
(16)
....._........
SS: 11-12-11
_;. ................
(23)
...
SS 77-7
.
,10 _.
(14)
Bottom of borehole at 10.0 feet.
(L
m
.
m
C.
d,
0
m
cn
0
w
r
w
..
. y
U
O
..
0
0
W
J
y
Y
O
O
"
O '
c
r
KSM.Engineering..&Testing
BORING -NUMBER B-5P.O.
�/j Box 78-1377
PAGE 1 OF 1
lVl Se assi aKSn, FL 32978
Tel: (772)-589-0712
Fax: (772)-589-6469
CLIENT Gabriel Tawa Takayama, clo MBVI
PROJECT NAME Parcel ID: 3406-502-0009-000-9, Jenkins Road t
PROJECT NUMBER 203869-p&b
PROJECT LOCATION
St. Lucie County, Florida
DATE STARTED .8/13/20 COMPLETED .8/13/20
GROUND: ELEVATION
HOLE SIZE inches.
DRILLING CONTRACTOR
GROUND WATER LEVELS:
DRILLING METHOD :•Split Spoon Sample
Q AT TIME OF DRILLING .4.25 It
LOGGED BY MS/SH CHECKED BY JEK�
AT END OF DRILLING —
NOTES See Attached Location Plan
AFTER DRILLING —
w
o
z
♦ SPT N VALUE
U
of
>-
W W
w
20 40 60 80.
PL MC LL
F---0
Hr.
w
a.
O
MATERIAL DESCRIPTION
m
g
Wo
> d
0z�
0¢
a
w
�c
z a
p
U
po 0
U `
} "
20 40 .60 80
Z
W
❑ FINES CONTENT (%) ❑
0.
a
W
20 40 60 . 80
Gray Sand
SS
1-2-3
Qa LighfBrown Sand with Rock Fragment's
(5)
...............................
6
SS
4-4-5':..
- Gray
5 Sand
(9)
....... ....
SS
5-5-5
Brown Clayed Sand
(10)
...... :....... :....... :.......
•;:
SS'
5-6-5
:'•.::
10. ':
VSS
8-6-7.
(13)-
(7
a
'Gray ClayedSand
8-8-7
..:.......
o
SS
(15)
.
15
o
: ' Gray Sand, Slightly Silty and Slightly Clayed
c
W20
;....; .
SS
5-7-5
J
.LL
(92)
... ...
•;;.
Y
TH
Gray Sand, Slightly Clayed
25
m
F
Bottom of.borehole at 25.0:feet.
0
m
3
o
z
y
r
0
J
IL
x
m
r
UW
F-
O
w
c7
t
f
i
C
KSM Engineering &Testing
IBORI:NG NUMBEP.R B-6
78-132
ll`IJ1:Vl SebAs is
Sebastian, FL 32978
PAGE 1 OF 1
TO (772)=589-0712
d Fax:. (77.2)=589,6469
CLIENT Gabriel Tawa Takavama: do MBV :.
PROJECT NAME , Parcel ID: 3406=502-0009-000-9, Jenkins Road
PROJECT NUMBER 203869=p&b
PROJECT LOCATION .'St.
Lucie County, Florida
DATE STARTED 8/13/20 COMPLETED 8/13/20
GROUND. ELEVATION
..
HOLE SIZE .. inches
DRILLING CONTRACTOR.
GROUND WATER LEVELS:
DRILLING METHOD Split,'Spoon:Sample
AT TIME OF DRILLING :0.50 It_ .. .
.
LOGGED BY .MS/SH CHECKED BY JEK
_.. .
AT END OF DRILLING --- .....
NOTES See Attached Location Plan
AFTER DRILLING
♦ SPT N VALUE
_ _
-� O
w ��
j
aw 20 40 60 80
PL MC LL
a
w Oo MATERIAL DESCRIPTION
Co.
> a
0:1—
z
O =)
>
f.
w �: z � , �_�
" -
V'
o o
z
m O
U ?
Y 20. 40 60 80
a' ❑ FINES CONTENT (%) ❑
0
_ `Dark'Gray Sand with Traces of.Clay a,nd, Roots
0 o o Light Brown Sand with Rock Fragments
SS
_3}
Dark.. Gray Sand :, .- :.:::
S$
4-6-6 ..
•
(12)
5
SS
..
Brown Clayed Sand' `
10 j0-:11
_ .._.. .. ..
SS
40 ...... .......
SS
(3) `
Bottom of`borehole atr 10.0feet.
'a
rc
a
(
0
0
..
.. ....
.. ..
LU
.'
..
.'
N
.�
..
.-
. W
J
- -
-
..
.LL
..
Y
O
am
Aa
f-
F
y-.
N
-.
-. .. ..
a
m
U
-
-
Uj
l7.'
.. ..'.
..
.
KSM Engineering & Tgsting
BORING NUMBER 9-7
KSMP.O. Box 78-1377
Sebastian, FL 32978 i
PAGE 1 OF 1
Tel: (772)-589-0712'
Fax: (772)-589-6469
CLIENT Gabriel Tawa Takayama, c/o MBV
PROJECT NAME Parcel ID: 3406-502-d009-000-9, Jenkins Road
PROJECT NUMBER 203869-p&b
PROJECT LOCATION
St. Lucie County; Florida
DATE STARTED .8/13/20 COMPLETED .9/13/20
GROUND ELEVATION
HOLE SIZE inches
DRILLING CONTRACTOR'
GROUNDWATER LEVELS:
DRILLING METHOD .Split Spoon Sample
AT TIME OF DRILLING 3.17 ft
LOGGED BY MS/SH CHECKED BY :JEK
AT END OF DRILLING ---
NOTES See Attached {vocation Plan
AFTER DRILLING
--
o
Z
A-SPT N VALUE
aEa�
0
0
o:
>
wo
cn w
�z
wa
20 40 60 80
PL MC LL
w
O
MATERIAL DESCRIPTION
Wm
W,g
uj fd
0¢
F�_�
p
C2
o
2z
O�
U
m O>
Uz
Y"
0
r
20 40 60 80
<
W
a
o
0 FINES CONTENT (%)'❑
0-
20 40 60 80
C.a : •::
Dark Gray Sand. with Traces of Roots
a
Light Brown Sand with Rock Fragments
2-3-4
:...................... :.:.......
t i
o
SS'
;(7)
:
Gray Sand
4
;.:
(8)
... ...
5
: ;::•,:
3S
8-8-8
(16)
.........:....:. .
Brown Clayed Sand.
9-8-10
..:.......:.
:::;
• :
$S
(1.8)
.
..... :..................:.........
10.
SS .
10-10-10
Gray Clayed Sarid
:......: i.....
7-8-7
SS
(15)
15
:
_ ..
.:....._.........s.......
: ;
Gray Sand, Slightly -Silty and Slightly Clayed
20
SS
6-5-6
...... ........ :....... :....... ;...... .
Gray Sand, Slightly Clayed
.•
:.:
:
:..
1171042
.............. : .....
:
Bottom of borehole at 25.0 feet.
x
m
4
p.
4
st
KSM Engineering & Testing
4y
BORING NUMBER B-8
� Box 78-7377
KS]�
Seb!
1V1, Sebasfian, FL 32978
PAGE 1 OF 1
Tel:- (772)-589-0712
r
Fak:(772)-589-6469
CLIENT , Gabriel Tawa.Takavama, c%'MBV I
• .
PROJECT NAME Parcel ID' 3406-502-0009-000-9, Jenkins Road:
PROJECT -NUMBER 203869-p&b
PROJECT LOCATION
St. Lucie County, Florida.
DATE STARTED :8/13/20 COMPLETED 8/13/20
GROUND ELEVATION
. . .
. ' HOLE SIZE - inches- . "
DRILLING CONTRACTOR
GROUND WATER LEVELS:
DRILLING METHOD :'Split Spoon Sample
-V- AT TIME OF DRILLING 3.83 ft
LOGGED BY. MS/SH CHECKED BY JEK.
AT END OF DRILLING ---
NOTES See Attached Location Plan
AFTER DRILLING
w
o
SPT N VALUE A
w
�
=
a.
20 40 60 80
PL, M=
a.'
° O
MATERIAL•DESCRIPTION
w�
j C�J
O Z¢
w ,.
Z c
`�
,L
o,z
U
m O-Z
U
}
20 _ 40 60 .. 80
❑ FINES CONTENT (%):O
N.
Lu
a
w
_0
20 40 .60 90.
o Q Gray Sand with Pieces of Rock
o 6 Rock Fragments
6 8-5
.
Li ht Brown Sand '
9
SS
(13)
' Gray Sand
4-5-T
.......
i
SS
$S
6-7-6
(13)
.. Brown Clayed'"Sand
- ..
MAO
..
::.
SS:.
(19)
10
SS
8-9711.
Gray Clayed Sand
(20)
...
SS
10-12-92
'(24)
cd m
........ . . ..:.......:....... :
;..
SS
-14
13-.13
.. ...
m
(27)
;
Bottom of borehole at 14.0 feet.
w
m .
y
U .
O
C
W
`J
LL
.� ....
In
Y
m
dd
0
ro
m
g
E:
N
z
F
0
J
a
x
m
W
f
w
,-
V
s
E
4
h' KSM Engineering & Testing
BORING NUMBER B-9
/j P.O. Box 78-1377
KSl°Vl Sebastian, FL 32978
4 PAGE 1 OF 1
r, Tel: (772)=589-0712
Fax:'(772)=589-6469
CLIENT Gabriel, Tawa•Takavama. c/o MBV
PROJECT NAME _Parcel ID'. 3406-502-0009-000-9, Jenkins Road
PROJECT NUMBER 203869-pi;iti ....
PROJECT LOCATION St. Lucie-Courity, Florida.
DATE STARTED 8/13/20 COMPLETED "8/13/20
GROUND ELEVATION .
HOLE SIZE inches
DRILLING CONTRACTOR
GROUND WATER LEVELS:
DRILLING METHOD Split Spoon Sample.
VAT TIME OF DRILLING .4.00 ft
LOGGED BY MSISH CHECKED BY - JEK•
AT END OF DRILLING . = -
NOTES See. Attached Location Plan
AFTER DRILLING
a
o
z
A SPT N VALUE A
a ..
v
Q.0
MATERIAL DESCRIPTION
o:
w m
>- ,-.
w a
f2 w
0 z
a
E-
z
20 40 - - - _60 80 ... ;
PL MC LL
o
�,�
-j m
0
m O >
Y =
r
20: . 4~0! 60 180
z
�
V ?
p
p"
D-FINES CONTENT (%) ❑
- 0
:.1
20 40 . 60 80
Dark Gray Sand with; Traces of Roots
Light Brown Sand _.
SS 4-3-4
Rock Fragments
o °
(7),
....... ...
' Gray: Sand
SS 5-8-7
(15)
5
-
SS :: 557
Brown Clayed,Sand
(12) '
.:... .. .
SS 8 9=11
ao)
10
SS 12-12=11
.
Bottom of aborehole at 10.0 feet.
a
00
a
co
0
AN
-W
K
W
m
..
y
y
U
O
to
J
LL
..
Y
`
in
do
0
a
N
m
❑
Z
.O
.J
IL
x
,m
LLl
O
w
Engineering A Testing KS
BORING NUMBER B-70
P.p Box 78=1377,
KSM
Sebastian, FL 32978
PAGE 1 OF 1
Te1:(772)-58970712
Fax:(772)-589-6469
CLIENT Gabriel Tawa Takavama; c/o MBV
PROJECT NAME, ,'Parcel iD: 3406=502=0009-0Q0=9. Jenkins Road -
PROJECT NUMBER 203869-p&6_ _
PROJECT LOCATION
St. Lucie CouMv:.Florida
DATE. STARTED :8/14/20 .. COMPLETED .6/14/20 -
... GROUND ELEVATION
HOLE SIZE inches"
DRILLING CONTRACTOR
GROUND WATER LEVELS.:
DRILLING METHOD ,Split Spoon Sample
AT TIME OF DRILLING 3.59 ft
LOGGED BY MS/SH . .... _ ._ .. CHECKED BY :JEK -
AT END OF"DRILLING --
NOTES :See Attached Location Plan ..
AFTER DRILLING -,-
w"
o
z
SPT N VALUE
�—..
n +c
,.
c.).
x�
IL
Oo
MATERIAL• DESCRIPTION
a o
�w
w m
r
W,
w
C
v� w
�i—�
z
a
►L
o
F
F-
z�
26 40 60 80"
PL MC LL
w
o
�.g
a
O
D Q
coO
w
20 40 .60 - .80
Q_
2 z
-
U z
Q
>-
0 FINES CONTENT (%) Q
<
w
a
o
0
.... 20 40 , . 60 80 , .
a Dark'Gra ,: •;: y Sa,nd,with Traces of Roots
..
c
5
.
SS
4-4 -
Light Brown Sand'with Rock Fragments.
a O°
(9)"..
o Q
556-
Gray Sarid"
5
SS
l l)
SS
8-10-9
(19)
...
.,
ES
10- 11 A 0
Brown Clayed Sand
(21),
10 ;''•
SS
8.7-7.
(14)
SS
Co
ii
(20 )
..
Gray Clayed "Sand
_, S$
13-12-12:..
-
(24) ..
Bottom of borehole at 14.0 feet. `.
W
y
Y
U
O
O
W
J
LL
_Y
O
O
C7
:m
y
" N
r
z
-
..
.
y
O
J
a
m
U
w
O
,
w
O
71
KSM Enginee ding & Testing
BORING NUM I BER B-1 I
P. 0. Box 78-1377
KSM'.
Sebastian, FL 32978
PAGE I OF I
Tel: (772)=589IO712
Fax: (772)-589-6469
CLIENT Gabriel Tawa Takayarna, c/o MBV f
PROJECT NAME Parcel ID: 3406-502-0009-000-9,.Jdnkins Road
PROJECT NUMBER 203869-p&b
PROJECT LOCATION St. Lucie County, Florida
DATE STARTED 8/14120 COMPLETED. 8/14/20
GROUND ELEVATION
HOLE SIZE inches
DRILLING CONTRACTOR
GROUND WATER LEVELS:
DRILLING METHOD Split
t Spoon Sample
.� AT TIME OF DRILLING, 3.75 It
LOGGED BY MS/SH CHECKED BY JEK
AT END OF DRILLING
NOTES See Attached. Location Plan
AFTER DRILLING
;2�
A SPT N VALUE A
F.a.
jX
w
>-
W 6
co a
3: f-:D
uj
(L
20 40 60 .80
PL MC LL
(L jF
LU
MATERIAL DESCRIPTION
Uj M
-j a
LU CY
8K
Z -i
=) §
�- cp�
w U)
Z 3
5'5
0 ---1
❑
a. =)
0
�4;t-
— 20 40 ' 60 80
2z
L)
w
0 Z
0
0
.$.-
w
0 FINES CONTENT 0
Brown Sand
,I-
z
ents
Ss'
3-4-3
(7)
................ ......
SS
6-5-5
(10)
.. ......................
SS
6-6-8-8
(14)
.......................
...............................
SS
9-10-9
X
SS
10-10-12
........ ...... ........ ....... ......
.(22)
9
KSM Engineering &Testing
BORING NUMBER 13-12
ox 78-1377
KSMP.Q.
S basBt an, FL 32978
PAGE 1 OF 1
Tel: (772)-589-0712
Fax: (772)-589-6469 a
CLIENT Gabriel Tawa Takavama, clo MBV
PROJECT NAME Parcel ID: 3406-502-0009-000-9. Jenkins Road
PROJECT NUMBER 203869-p&b
PROJECT LOCATION
St. Lucie County, Florida
DATE STARTED . 8/14/20 COMPLETED :8/14/20
GROUND ELEVATION
HOLE SIZE inches
DRILLING CONTRACTOR _
GROUND WATER LEVELS:
DRILLING METHOD _Split Spoon. Sample
�V AT TIME OF DRILLING 0.42 ft
LOGGED BY MS/SH. CHECKED BY _ JEK
AT END OF DRILLING =-
NOTES See. Attached Location Plan
AFTER:DRILLING -- .
o
z
♦ SPT N VALUE
m
~^
V
M0
a
o:
m
> _
It
u� w
�z�
a
�q
20 40 60 80
PL MC LL
w
OO
MATERIAL DESCRIPTION
Zi n
Ci
�
O I Q
��
w.4
"
z n
�,
a. z
U
Lu
m O Z
�
a
.,
Of
20. 40 60 . 80
❑'FINES CONTENT (%) 0
0
20 40 60 80
_. park Gray Sand
.. ;;..
8S
2-3-4
0 o
Light Brown Sand with Rock Fragments
-
.(7) .
.............. :....... :.......
Gray Sand .:. _ .;
SS
.......:
01)
i..._,.:i.........
5
SS
8-9-8
(17).
Brown.Clayed Sand
10-12-11
....... ...... :....... i.........
SS'
(23)
...
10
SS
11-12-10
(22)
Gray Clayed Sand
8-8-7
..i.......:.....
SS]
(22)
Bottom of borehole at 14.0 feet.
Y
m
.5
� s
Head uarters:'
q
11345 U.S: Highway 1
Mailing: d
P.O. Box 78-1377
0, At ENGINEERING
Sebastian; FL 32958
Orlando:
Sebastian; FL 92978
X -,AV AND TESTING Phone 772-589 0712
723 Progress. Way
C.A. # 5693
Sanford, FL. 32771
KSMengineering.net
Date.
August 14, 2020
Location_:
Parcel ID: 3406-502-00.M.000-9
Jenkins Road, Midway Industrial Park
St. Lucie County, Florida
HA-1, See Attached Location Plan
DEPTH
STRATA PEN DESCRIPTION, OF
IN FEET
FROM -TO READINGS SOILS
------------
-0-
0" —12" Gray Sand with Roots
-1---------------------- ----=-------_ =-=--=-------30--==-----=-----=--=--==-------------
12" — 48" Yellowish Brown Sand
-2-:
.35
-3-.
40
=4-----------------=-=-----=----------- ---------------- 40---,--------- -----------�---------------------
Water.Table: 4" Below Existing 'Grade
Job .#: KSM 203869-1 f1a
g
b
i
4
Headquarters-
11345 U. S: Highway 1Te
AN
HTUER
Mailing;
P O Box 78 1377
I G
Sebastian; FL. 32958
ld'I
Sebastian; FL. 32978
Orlando:
111111 A
Di
ST
Phone 772-589 0712
NO
723 Progress Way
C:A. # 5693
Sanford, FL, 32771
KSMengir eeriiig:net
Date:
August 14, 2020-
Location.:
Parcel 0: 3406-502-0009=00.0-9
Jenkins Road, Midway Industrial Park
St. Lucie County, Florida
HA-2, See Attached Location Plan
DEPTH
STRATA PEN DESCR'IPTIO.N OF
IN FEET
FROM=TO READING'S SOILS
-0-
0" —:241' Gray Sand with Roots
-1-
25
-2------------- ---------------------------=---------30=-=--------=—:_:---=---- --- --- - - ------ ------
24" — 48" Light Gray Sand .
-.3-:
35
-4- ------ --- ---= -------------- --=-- -- -
Water Table 5" BeloW Existing Grade
job*.- XSM 20386� ;2ha
s
r
Headquartersc
11345 U,$; Highway 1
r
Mailing:
PsO. Box 78-1377
� � Ar- IV ,ENIGINE
Sebastian;Fl 32958
Orlando•
1w�st10
�Sebastian;
V ANO ESTI
FL 32978
Phone 772-589 071Z
723 Progress Way
AA C.A. #'5693
Sanford, FL.. ,32771
f(Werigineering-net
Date
August 141 2020
Location:
Parcel ID: 3406-502-0009-000-9
Jenkins Road, Midway Industrial Park
St., Lucie County, Florida
HA-3', See Attached Location Plan
DEPTH
STRATA PEN DESCRIPTION OF
IN FEET
FROM -TO READINGS SOLLS
-0-
0" =1211 Gray Sand with, Some Roots
-1-----=--=------------------- —----------------- -=--25---=--------------------------------------- - ----------
-- --
12" — 48" Light. Brown Sand
-2- .
35
-3-
35
-4---=-----=--=-------=------------ =------ ---- ------ =---- 40-- .---------------- ----------------------------- -----
r.
r.
• 4
Headquarters:
11345 U.S. Highway 1.
Sebastian;:FL. 32958
Orlando; I .
723 Progress Way
Sanford, FL. 32771
1 Ar ENGINEERING
JV& ANOTESTING
Date. August 14, 2020
Location: Parcel ID: 340.67502-00097000-9
Jenkins Road, Midway Industrial Park
St. Lucie County,'Florida
HA-4, See Attached Location. Plan
Mailing:
P.O. Box 78-1377
Sebastian; FL. 32978
Phone. 772-589-0712
C.A. # 5693
KSMengineenng,net
DEPTH STRATA PEN DESCRIPTION OF
IN FEET FROM -TO READINGS SOILS
-0- 0" 12" Gray Sand with Traces of Roots
-1-—------- --------- ----------------------------------- 20--------------- =--------- ---------- ---=------------------
12" — 36" Light Gray Sand
-2-
30
-3-------- -------------------------------------------35=-------------------------------------=----------------------
36" :— 4811 Light Brown Sand with Traces
of Clay
=4------------------- - --------- ----=----------=---------40------------------- -.-=------------------ ----
Water Table: 6".-Below1. Existing Grade
Job #: KSM 203869-4ha
I
1
4
.I
r Headquarters:
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando:
723 Progress way
Sanford, FL. 32771
tr I Af ENGI
i117iYi AND
N
�Mailing:
� RIND P:O. Box 78-1377
Sebastian, FL. 92978
VON, Phone: 772-589-0712
C.A. # 5693
KSMengineering:net
Date August 14, 2020
Location: Parcel ID: 340.6-502-00097000-9
Jenkins Road, Midway Industrial, Park
St: Lucie County, Florida
HA-5, 'See Attached Location Plan
DEPTH STRATA PEN DESCRIPTION OF
IN FEET FROM -TO READINGS SOILS
-,0- 0 24" Dark Gray Sand with Roots
-1- 25
-2-------------------------------------- ----------- --30------------------------------------ ----------- -
----
24'` — 48" Light Brown Sand with Traces
of Clay
-3- 30
-4-----------------=35-=- ------ . _-------------=----
Water Table; 3" Below Existing Grade
Job #: KSM 203869-:5ha
Headquarters:
11345 U.S: Hi hwa 1.
b y _
"" Mailing:
P.O Bo x'78-1377
I C!"I /' ENGINEERING
.
Sebastian FL, 32958
,
Orlando:
Sebastian A. 32978
m w723 AND TESTING Phone: 772=589-0712
Progress'Way.
C.A. # 5693
Sanford, FL. 32771
KSMengineering.net
Date :
August 14, 2020
Location:
Parcel ID: 3406-502-0009-000-9
Jenkins Road, Midway Industrial Park
SL Lucie County, Florida
HA-6, See Attached Location Plan
DEPTH
STRATA PEN _ DESCRIPTION OF
IN FEET
FROM -TO REAOIN,o$ SOILS
-0-
0" —.24" Gray Sand
-1-
20
-2-.-------- ------------ --=-------------------- -------- 25- --- ------
24" — 4811 Light Brown Sand
-3-
30
-4----------------------------------------------- - - - - - - ------------------------ - -- --
-----3 5---=----------=
ater:Table: 7 Below Existing Grade
Job M KSM 203869-6ha
a
f
Headquarters: Mailing:
1i345 U $.-Highway 1 vp ' Iff ENGINSING P.O. Box 784377
Orlando: v1W Phone Sebastian, FL. 32958 ND UsTING S6bcjt772 589-0712
723 Progress Way - CA. # 5693
Sanford, FL 32771 KSMengineei dng.net
i
Date. August 14, 2020
Location: Parcel ID: 3406-502-0009.-000=9
Jenkins Road, Midway'Industral Park
St. Lucie County, Florida
HATT, See Attached Location Plan
DEPTH: STRATA PEN DESCRIPTION OF
IN FEET FROM -TO READINGS SOILS
-0- 011:- 1.2" Dark Gray Sand with Roots
1--------------=-------------------=-=--------- =-- 30- --- ----- -------=--------------- ------------------ -----------
12" 36" Gray Sand
-2- 30 .
73—--------------------------- 40-=-=- ----- ---
- ---- -----
36" 48" Light Brown Sand With Traces
of tlay
-4-
45-=-=-----=---=--- -------------------------------------------- ---- ---- ---=--------- . - -------
WaterTable 3":Below.Existing ,Grade
Job #: ,KSM 203869.=7ha
Headquarters:
11345 U.S. Highway 1
Sebasti0n, FL. $2958
Orlando:
723 Progress Way
y
Sanford, FL 32771
r�► r� � EN
v
AIN
Mailing:
P.O. Box 78-1377
Seba-Alan, FL 32978
Phone: 772-589-0712
C.A. # 5693
l(SWangineeting.net
Date.
August 14, 2020
Location:
Parcel ID.: 3406-502-0009-00,079
Jenkins Road, Midway Industrial Park
St. Lucie County, Florida
HA-S, See Attached .Location Plan
DEPTH
----- -------- ------- --------- ------------------ — -----------
STRATA PEN DESCRIPTION OF
IN FEET
------------------------
FROM -TO READINGS SOILS
------- ------------------------- --------- — — ----- ------ -------------
-0-
011-2411 bark Gray Sand
-1-
30
-2 - ------------- — ------- ----------30 ------------- — ------------------------- ---------------- — --
24" — 48" Light Brown Sand
-3-
35
-4 - ----------------------- --------- ------- ------------- — -------------------------
Water Table: 5" BelowExistingGrade
Job-#-. KSM 203869-8ha'
A-3
14
w
0,
ti
/ ifl
���� ,.4j4 `.
.LOCATION OF TESTS
PROJECT: Parcel 100406-502-0009.000m-0, Jenklqs'ko6d;Mldway Industrial Park,- Phase Ill South, Wtl14,,'$t.. Lucie County, Florida
SHEET 1 M I lk,�NGIf�EERING.
DRAWN BY: : C.V.
PERMIT #:
AVL
' AND TESTING' DESIGNED BY: _j.K
ff
PROJECT #: 203869-b DATE:" 20200910
AMOSCALE: NONE