2012100260-Soil Bearing Reportsi
Notice of Preventative Treatments for Termites
(as required by Florida Building Code (FBC) 104.2.6)
Great Southern Environmental Services Inc
1352 SW 1St Way
Deerfield Beach FL 33441
954-421-3737 / 1-866-424-4737
Address of Treatment or Lot/Block of Treatment
60/7 /?/✓v 6c1.4 I 'VA:1y
rK41,1cl , 1".1 33(J ;.
Date Time pplicator
krJ•vperdrecci //2�
Product Used Chemical used (active ingredient) Number of gallons applied
Percent Concentration
Area treated (square feet) Linear feet treated
Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area)
As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior
treament shall be completed prior to final building approval.
If this notice is for the final exterior treatment, initial and date this li
F: 1 0
?FP41T 20t2-iOe�LC
Pre -Construction _. -".T.N7T-4,
MAY 0 1 MI
Termite Treatment
7670 Okeechobee Blvd., West Palm Beach, FI. 33411
Phone: 1-800-285-7378 Fax: 561-684-0122
Property Information
Treatment Date VI/ Time
Time
Lot Block
rt E -T F
Subdivision Name
4: -
Street
Street Address (If known)
r
City
1
State
Zip
Owner's Name (If known)
Builder/Contractor
I/ /\LF ` ;4 \'1'1'i
Name of Builder
Shell Contractor
Construction Type
C#Monolithic OFloating/Stemwall OPatio
ClEntry Driveway ❑Other:
Product/Treatment Information
Treatment T}'pe: aUnderslab
❑ Wood Treatment
❑ Patio/Driveway/Entry ❑ Final
❑ Bait System ❑ Other
Product: ❑ Disodium Octaborate ❑ Cypermethrin
lmidacloprid ❑ Bifenthrin
❑ Permethrin ❑ Other:
Concentration
Mixed Product Applied
Square Feet Treated J ; • _ Linear Feet Treated
❑ If this box is checked, then Final Perimeter treatment has
been completed and the following statement is applicable:
Certificate of Compliance: This building has received a complete treatment for the prevention of
subterranean termites. This treatment is in accordance with the laws and rules established by the
Florida Department of Agriculture and Consumer Services.
% -
Applicator Name (please print) Applicator's Signature
}{ES-TE019 10:11 Hulett Environmental Services.'- 2011
Drilling and Engineering, Inc.
MAY7,2013
REPORT OF
SOIL DENSITY & CERTIFICATION
FOR
NATALE CONSTRUCTION INC.
PINETREE ESTATES
6019 N.W. 69TH WAY
PARKLAND, FLORIDA
MAY 08 2013
1499 S.W. 30th Avenue • Suite #11 • Boynton Beach, FL 33426
Office: (561) 742-2988 • Toll Free (800) 636-9719 • Fax: (561) 742-2987
Drilling and Engineering, Inc.
SOIL BEARING CAPACITY
Natale Construction Inc.
CLIENT:
PROJECT:
Pinetree Estates
6019 N.W. 69th Way
Parkland, Florida
DATE: 5/7/2013
Gentlemen:
Upon review of our geotechnical exploration at the above referenced
project, the existing soils and placed fill will meet or exceed a bearing
capacity of 2500 psf.
Our conclusions were based on the interpretations of Auger (AB) Borings
as well as Field Density Tests. Test borings were performed in accordance
with ASTM D-1452. Field density tests were conducted on the existing
building footers which is identified as the immediate building perimeters
and five feet beyond. Compaction test met the required minimum of 95%
as determined by the Modified Proctor (ASTM D-1557).
In conclusion, we feel the site has been prepared in accordance with
Section 1818.2 of the Florida Building Code, 2010 edition as amended. The
anticipated settlement of one inch or Tess should occur during construction
and post construction settlement should be minimal.
We appreciate the opportunity to provide these services for you. If you
should have any questions, please call at your earliest convenience.
Respectfully Submitted,
D & N 'LING&
ENGINEE ING INC.
MAY 7 - 2013
DON Al PIN, P.E.
FLA. REG. NO. 28585
1499 S.W. 30th Avenue • Suite #11 • Boynton Beach, FL 33426
Office: (561) 742-2988 • Toll Free (800) 636-9719 • Fax: (561) 742-2987
Drilling and Engineering, Inc.
FIELD DENSITY TEST REPORT
LAB NO: 129156-59 ORDER: #10183
CLIENT: Natale Construction Inc. DATE: 5/2/2013
PROJECT: Pinetree Estates
6019 N.W. 69th Way
Parkland, Florida
TECH: S. Williams
TEST NO: LOCATION OF TEST DEPTH (IN)
1.) Approx. West End of Proposed Building Pad 0-12 BFP
2.) Approx. Center of Proposed Building Pad 0-12 BFP
3.) Approx. East End of Proposed Building Pad 0-12 BFP
4.) Approx. Center of South Building Footer 0-12 BFP
TEST NUMBER: (1) (2) (3) (4)
MOISTURE CONTENT: 10.3% 10.6% 9.8% 10.8%
FIELD DENSITY: 109.2 110.4 111.6 110.0
FIELD COMPACTION: 95.1 `Yo 96.2% 97.2% 95.8%
PERCENT REQUIRED: 95.0% 95.0% 95.0% 95.0%
MAXIMUM DRY DENSITY: 114.80 114.80 114.80 114.80
PROCTOR LAB NUMBER: 129155 129155 129155 129155
RespectfullSubmitted,
D&N LING&
ENGI i in
r�Gl _ 2013
DONIN,`P.E.
FLA. G. NO. 28585
1499 S.W. 30th Avenue • Suite #11 • Boynton Beach, FL 33426
Office: (561) 742-2988 • Toll Free (800) 636-9719 • Fax: (561) 742-2987
Drilling and Engineering, Inc.
SOILS LABORATORY TEST REPORT
PROCTOR ANALYSIS
Project: #10183 Date: 5/7/2013
Location: Building Footer & Pad Back Fill Material Sampled By: S.W.
Client: Natale Construction Inc. Tested By: D.Z.
Project: Pinetree Estates Sample: #129155
6019 N.W. 69th Way
Parkland, Florida
Description: Dark Grayish Brown M -F Grained Silica Sand s/Shell & Rock Fragments
Mold Volume (ft^3) = .0333
Mold Weight (lb) = 10.348
Soil Specific Gravity = 2.68
CAN CAN & WET CAN & DRY MOLD & MOIST MOIST WET DRY
# WEIGHT SOIL WEIGHT SOIL WEIGHT SOIL WEIGHT CONTENT DENSITY DENSITY
(g) (g) (g) (lb) (%) (1b/ft^3) (lb/ft^3)
1.) 54.20 253.00 242.60 14.00 5.55 109.72 103.95
2.) 53.15 348.20 328.60 14.15 7.15 114.22 106.60
3.) 53.25 440.30 408.50 14.39 8.95 121.70 111.70
4.) 54.00 490.44 449.00 14.55 10.20 125.74 114.80
5.) 54.75 422.20 380.75 14.53 12.70 126.28 112.05
6.) 54.10 424.30 377.10 14.45 14.60 124.28 108.45
1499 S.W. 30th Avenue • Suite #1 1 • Boynton Beach, FL 33426
Office: (561) 742-2988 • Toll Free (800) 636-9719 • Fax: (561) 742-2987
Drilling and Engineering, Inc.
D
r 140
• 130
D 120
n • 110
• 100
t 90
Y
00
70
p
• 60
t
1
Compaction Test
1 J J J
•-------1-- -_ J J -J
N--
1 .1 1 t 1 jt
0 5 10 15 20 25 30 35 40
Respectfully Submitted,
D&N I' lI LING&
ENGINE NG INC.
MAY 7 - 2013
DON AcRhIN,P.E.
FLA. RtG. NO. 28585
Moisture Content N1
1499 S.W. 30th Avenue • Suite #11 • Boynton Beach. FL 33426
Office: (561) 742-2988 • Toll Free (800) 636-9719 • Fax: (561) 742-2987
Project: Pinetree Estates (6019 NW 69th Way) Parkland, FL
D & N DRILLING & ENGINEERING INC
1499 S.W. 30th Avenue
Suite #11
Boynton Beach, FL 33426
Project No: 10182
Client: Natale Construction Inc.
Borehole Location: Approx. South Center of Proposed Building Site
SUBSURFACE PROFILE SAMPLE
.c .°o
fl- E
o cn
12-
13-
14-
15 -
Description
Borehole Number: 1
Enclosure: 3
HOLLOW
a) a"
D a� Group a) STEM ca Remarks
n E Symbols o AUGER ci
0 a- �
o • z 5
Ground Surface 0
Sand Fill 0
Dark Grayish Brown M -F Grained
Silica sand - 1 AB
Sand Fill
Dark Brown M -F Grained Silica
Sand
Sand Fill
Gray M
Sand Fill
Light Tan M -F Grained Silica
Sand
Yellowish Brown Coral Rock &
Silica Sand
- 2
�3
3
- 4
/ 4
2 AB
3 AB
4 AB
- 8
Sand and Rock EH' 8
Brownish Tan M -F Grained Silica
Sand & Coral Rock 5 AB
End of Borehole
Drilled By: S.W.
Drill Method: ASTM D-1452
Drill Date: May 2, 2013
-10
10
Hole Size: 3.0"
Datum:
Sheet: 1 of 1
0.074mm to
4.76mm
4.76mm
to 3 inches
4.76mm
to 3 inches
NOTICE OF WOOD -DESTROYING ORGANISM
INSPECTION AND/OR TREATMENT
THIS NOTICE POSTED PURSUANT TO CHAPTER 482
FLORIDA STATUTES
pat5o
Fdavironmental. 8ervioes, Dan,
Broward (954) 421.3737
WPBOupiter (661) 963,1988
Toll Free 1,866.424,4737
Monthly Pest Control
Monthly Lawn Spray $
02- Li
ate of of Inspection
Date of Treatment
. , tEej,licidri.Used
1- 14 icirrs4-"g4ts '5PR ety
rc
Wood -Destroying Organism
1>crE op.) O/
1732 South Congress Ave. #228, Palm Springs, FL 33461
265 S. Feaera) Hwy #221. C.)rffr..)1d BeaQh,