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TB-1
DATE: 05/0,
0 r ........
AB-1
DATE: 05/04/18
.............................
BROWN FINE SAND (SP),
T/O CLAY
GRAY CLAYEY
FINE SAND (SC)
LT. BROWN FINE SAND (SP)
ORANGE —BROWN CLAYEY
FINE SAND (SC)
TAN FINE SAND (SP),
T/O CLAY
6.6_Z
AB-2
DATE: 05/04/1a
.............................
BROWN FINE SAND (SP),
T/O CLAY
GRAY CLAYEY FINE SAND (SC)
.........................
GRAY/DK. GRAY SL CLAYEY
.: FINE SAND (SP—SC)
...........
O 10' BLS............EOB O 1
BROWN=GRAY'SL'.' CLAYEY " 0
FINE SAND (SP—SC)
GRAY/DK. GRAY CLAYEY
FINE SAND (SC)
DK. GRAY SL. CLAYEY
FINE SAND (SP—SC)
5
LT. BROWN FINE SAND (SP)
GRAY TO ORANGE —BROWN
SL CLAYEY
FINE SAND (SP—SC)
BLS .....................-110
15 L......... 1.................................................................................................. J 15
EOB O 15' BLS
NOTES SOIL LEGEND:
SCANNED T 0 FINE SAND (SP)
BY Standard Penetration Test Boring 0 SLIGHTLY CLAYEY FINE SAND (SP—SC)
St. Ui40leCounty AB-# ® CLAYEY FINE SAND (SC)
Auger Boring CLAY (CL)
The shown boring locations were determined in the field using the
z provided site plan, obtained aerial photographs, existing site features; -and --
a combination of a WARS -enabled handheld GPS instrument and
tape/wheel measurements. The shown boring locations should be
= considered accurate only to the degree implied by the method of
measurement used.
NOT TO SCALE Sheet No. 2 Source: Reference Sheet No. 6 of plans prepared by
Culpepper & Terpening, Inc. (dated 02/20/17)
DRILLING NOTES:
TB-# STANDARD PENETRATION TEST [SPT] BORING (ASTM D1586)
N SPT RESISTANCE IN BLOWS PER FOOT
X.z*GROUNDWATER TABLE (FT BELOW EXIST. GRADE) AT TIME DRILLED
EOB END OF BORING
BLS BELOW LAND SURFACE
SP, SP—SC, ETC:
UNIFIED SOIL CLASSIFICATION SYSTEM [USCS]
USCS GROUPS DETERMINED BY VISUAL CLASSIFICATION
EXCEPT FOR NOTED LABORATORY TESTS
DRILL CREW FIRM: AACE
DRILL CREW CHIEF: RL
DRILL RIG: DIEDRICH D-25
DRILL METHOD: ROTARY—WASH/BENTONITE SLURRY
CASING: NOT NEEDED
HAMMER TYPE: AUTOMATIC/SAFETY
GEOTECHNICAL ENGINEERING EVALUATION
ANDERSEN ANDRE CONSULTING ENGINEERS, INC. BORING LOCATION PLAN AND SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807-9191 www.AACEInc.com SOIL BORING PROFILES 31553165 SE MORNINGDEW LANE (BUILDING T-18)
Certificate of Authorization No. 26794 1 ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Date: May 2018
Checked by: DPA
Date: May 2018
AACE File No: 17-249
Sheet No. 2