HomeMy WebLinkAboutKSMKELLER, SCHLEICHER & MacWILLIA,M -,E--N'GINEERIN'G 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 FAX (772) 589-6469
SCANNED
BY SOIL COMPACTION REPORT
Wd� NO ASTM D 1567 and ASTM D 2922
DATE TESTED September 11, 2018 KSM JOB # : 183132-1 d/MH/cv
PERMIT # 1806-0596
CONTRACTOR Wynne Development RFcFtvFo
JOB LOCATION 8 Octavio �p��?���
Spanish Lakes Country Club Village Sf <4cPoeparC
Fort.Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 58 118.3 118.5 99.8
2. S.W. 1156 116.2 If98.1
3. Center 57 117.4 of99.1
4. N.E. 53 113.1 1195.4
5. N.W. 52 113.1 if95.4
Soil Description:
Brown Clayed Sand
with Shell Fragments 120.0 1 1 1 1 1 1
In Place Moisture: W
5.4 Percent E
1 119.0—.j—..—f.—..�..—.. �..—..j—..—.
Optimum Moisture: G
10.0 Percent H I I I I I
T
Max. Dry Density: 118.0 — —
118.5 P.C.F. P
I I I I I
@ Test Locations The
117.0
Density & Penetrometer I
Readings Indicate the F
Degree of Compaction Meets 116.0 -�— — 1— —I — I — 1 — —
Minimum Required I I I I I I
`♦`i�Qr��k!6U;dation. R
aTpken to Natural Grade. Y 115.0
—..
-- ! 7 8 9 10 11 12 13
N �.
w Moisture - % of Dry Weight
?J
r��
ucie County Building Department
�i aL panishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave
Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #: 1��o105 TBUILDER/CONTRACTOR:
PEST CONTROL CONTRACTOR: Ev
PEST CONTROL LICENSE #: JB175775
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.
T�
Square feet if area treated: Chemicals used: BASELINE
Percentage of solution:.06'i.
Date of Treatment: 1 '3-
Footing
1st Treatment
Re -Treat
Driveway
1st Treatment
Re -Treat
Other
1st Treatment
Re -Treat
Total gallons used:' '�
Time of Treatment:
Slab
1St Treatment
Re -Treat
Pools
1st Treatment
Re -Treat
Perimeter for Final Inspection
PAULLUGARA %oato20ieoe11093t20-07� 8-11-2016
Signature of Exterminator Date
5/
Note. There must be a completed form for each required treatment or re -treatment and this form must be on the job
site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re Inspection
fee charged.
FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board
shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed,
providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment
Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area
treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of
protective treatment, If the soll chemical barrier method for termite prevention is used, final exterior treatment shall
be completed prior to final building approval.
St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
the electrical panel box cover, listing all the treatments and dates of applications.
Revised 7/24/2014
09/13/2018 13:27 77258964,," KSM ENGINEERING - PAGE 01/04
%r C! lk j
JL%L_jA L
KELLER, SCHLEICHER & MacWIL.LIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-775$ P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM REACH (561),845-7445 www.ksmengineering.net MELBOURNE (321) 768-84BB
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 t FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 11, 2018 KSM JOB # : 183132-1 d/MH/cv
PERMIT # 1806-0596
CONTRACTOR
Wynne Development
RECEIVED
JOB LOCATION
8 Octavio
SEP I,2 gn1e
Spanish Lakes Country Club Village
Permitting Department
Fort Pierce, Florida
St. Lucie County
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
*PEN DRY
MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ. DENSITY
PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 58 118.3 118.5 99.8
2. S.W. 1156 116.2 1198.1
3, Center I " 57 117A 99.1
4. N.E. 53 113.1 95.4
5. N.W. 52 113.1 95.4
Soil Description:
Brown Clayed Sand
with Shell Fragments 120.0 I I I I 1
In Place Moisture: W I I 1 1 I
5.4 Percent E119.0
Optimum Moisture_ G
10.0 Percent H I i
T I I I I I
Max. Dry Density: 118.0 118.5 P.C.F. P I I
@ Test Locations The C 117.0 I
_1. .�..�...�...
Density & Penetrometer
Readings Indicate the F j I I I
Degree of Compaction Meets 116.0 J• •
Minimum Required j
���ti p
�dt��iation.
R
`ken to Natural Grade,
it#ed: Y 115.0
7 8 9 10 11 12 13
' N
Moisture - % of Dry Weight
J e p
ucie County Building Department
�r panishlakes.corn
Ronald G. Kollar, P.E.: 37293 / SI l.lc. No.: SAO