HomeMy WebLinkAboutSurvey NO ACCESS '
- -..,
55' IE,UE,DE
(ORB 1920, PG 1373 \
/ N89'26'58"E 1268.63
o
.07 — _�21.001 _ - - - - - — — - - - -- - - - - - - - - - - 00 - - - -
20.48 �90 :ryC%A WELL M/� �� 19.43
+19.04+`
0
08 pRP &
1250 SFIJNOBSTRUCIED AREA \ /
� G
r
N ;, g• 37.OWW
280.87' a.0 aC 0.3
�Eo
avy I 'B•34 RESIDENCE \ BLOCK93
J I 0 d (POSED FFE= 22.80 (PBV4.CAG 56) +,�mry
+ryO� 19.98 + 75' / "Ar
ar \
PRo�
a —n
Mee 57�
m 0
71 cb PROPOSED 3r y
ca
5' -C
RCND
FPLS 13435" +ryo�
/1-70
20' OFFSET �ry + ,
20,D7 +20.18 S89-27'07"W 1269.1'
o
PR OSED 666
SF D AINFIELD &
1000 SF U OBSTRUCTED AREA
LJ AVA
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 1 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)229-9093
C.A.:5693 SOIL COMPACTION REPORT FAX(772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED March 9, 2017 JOB# : 162979-1pd/MH/cc
PERMIT# 1701-0293
CONTRACTOR Odom Custom Pools
MAY-28.•201g
JOB LOCATION 2805 S. Brocksmith Road
Fort Pierce, Florida �S w�e��rtnent
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 North 0'- 1' 40 106.3 110.0 96.6
2 1'-2' 45 " 95.0+
3 2'-3' 50 It
95.0+
4 3' -4' 55 it95.0+
5 East 0'- 1' 42 108.0 110.0 98.2
6 1'-2' 46 95.0+,
7 2'-3' 52 " 95.0+
8 3'-4' 56 " 95.0+
9 West 0'- 1' 40 105.8 110.0 96.2
10 1' -2' 45 95.0+
11 2'-3' 50 95.0+
12 3'-4' 55 95.0+
Soil Description: 111.01 I I I I 1
Brown Sand with Shell Fragments W I I I I I I
E
In Place Moisture: I I I I I I
12.2 Percent G 110.0 —
H I I I I I I
Optimum Moisture: T I I I I
12.0 Percent
P 109.0 I _..� _..�_.._..I_. _..I_.._..
I I I I I I
Max. Dry Density: C
110.0 P.C.F.
F I I I I I I
@ Test Locations the Density & 108.0 j— — r— — j— — •I_"—''I—"—--
Penet�QV3pjgT&eadings Indicate D I I I I I I
.�..
td fiction Meets R I I I I I I
ry a
o� a i ......------
9 s •• 9 10 11 12 13 14 15
*teem Re i s Taken Natural Grade.
Moisture-%of Dry Weight
ST
1 0
odom Custom Pools.Corn
Fax a 61M Saint Lucie County Building Department
Ronald G. Keller, P.E.:37293/ST Lic. No.:860 / Julie E. Keller, P.E.:68366
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) 229-9093
C.A.:5693 SOIL COMPACTION REPORT FAX(772)589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED March 9, 2017 JOB# : 162979-1pd/MH/cc
PERMIT# 1701-0293
CONTRACTOR Odom Custom Pools
JOB LOCATION. 2805 S. Brocksmith Road
Fort Pierce, Florida
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 North 0' - 1' 40 106.3 110.0 96.6
2 1'-2' 45 1. 95.0+
3 2'-3' 50 1. 95.0+
4 3'-4' 55 1. 95.0+
5 East 0' - 1' 42 108.0 110.0 98.2
6 1'-2' 46 95.0+
7 2'-3' 52 95.0+
8 3'-4' 56 95.0+
9 West 0' - 1' 40 105.8 110.0 96.2
10 1' -2' 45 95.0+
11 2'-3' 50 95.0+
12 3'-4' 55 95.0+
Soil Description: 111.01 I I I I 1
Brown Sand with Shell Fragments W I I I I I I
E
In Place Moisture: I l I I I I I
12.2 Percent FGi 110.0 -
I I I I I I
Optimum Moisture: T I I I I
12.0 Percent
P 109.0
Max. Dry Density: c
110.0 P.C.F.
F I I I I I I
@ Test Locations the Density & 108.0 1- - j- - j- - •I-"-"I-"-"I-"- '
Penetrometer Readings Indicate D I I I I I I
the`�egh� Idi9�6rppaction Meets R I I I I I I
M � ��
�° '•.•'�(',E nls'••, 9 10 11 12 13 14 15
`�P i eadings aken Yo Natural Grade.
R�sp6t�,1U� I Moisture-%of Dry Weight
eller, E;
E-riaodomcustom Pools.com
Fax afi(lr of aint Lucie County Buildingq Department
Ronald G. Keller, P.E.: 37293/Sy
Lic. No.:860 / Julie E. Keller, P.E.: 68366
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
= BUILDING AND CODE REGULATIONS DIVISION
_ w 2300 VIRGINIA AVE
FORT PIERCE,FL 34982
(772)46'1553 Fax(772)46,7 1578
I
PERMIT RENEWAL REQUEST
PERMIT NUMBER: 1701-0293 ADDRESS: 2805 S Brocksmith Road
I Jared Odom ,am requesting that the above permit be renewed. I
understand that I must schedule and pass all required inspections for the permit to be finaled. Further,I
understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a
passing inspection during any six month period during the renewal period.
Justification Only need to submit the original KSM Soil Compaction Report.All inspections are finished and have been approved
1,7
O ' RBLDR OR CONTRACTOR SIGNATURE ATE
�I
Print Name
STATE OF FLORIDA�
COUNTY OF - �t�G ( -�v/� f
ACKNOWLEDGED BEFORE ME TIES �2_ f _DAY OF
BY GLA.0 L�. li C�.l►'yi--- WHO IS PERSONALLY KNOWN TOME OR
I
HAS PROVIDED AS IDENTIFICATION.
STATE OF FLORLDA,County of r✓ `�
os+Y' F08ERTAM.Mi!CER
yo[anPublic-Sn:eofflwida
Co:n�sission f GG 1 I253L'
SI NATURE OF NOTARY SEAL `:�Cz` My Ccmm.Sair�lu(9,zOz1
m%r� "F iortl AcaryAm.
I .
FOR OFFICE USE ONLY:
Number of Open Inspections:
Total Inspections:
(Divide open by total to' get%of open inspections)
Percentage:
Original permit fee: I x%open = $ Renewal fee
I
Example: (15 divided by 23=.65(%)I $175(permit fee)x.65=$113.75(renewal fee)
Revised il2]l2014
t d �L0�66ZZLL }suoOwopp eL0:0 26 00 uef