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TB-1
DATE: 05/29/18
0 r-........
w5
N
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m
2
a
W
CI
151_........ "
EOB 0
GRAY -BROWN SL CLAYEY
FINE SAND (SP-SC)
AB-1
DATE: 05/29/18
GRAY V. CLAYEY FINE SAND (SC)
-TAN/BROWN •FINE• SAND •(SP).......
rat
GRAY -BROWN SL CLAYEY
TO CLAYEY FINE SAND (SP-SC/SC)
.. ......,
... ...............
GRAY SL. CLAYEY
FINE SAND (SP-SC)
0 1
SCANNED
BY
St. Lucie County
AB-2
DATE 05/29/18
.............................
TAN FINE SAND (SP),
T/O CLAY
DK. GRAY FINE SAND (SP),
T/O CLAY/SILT
.......................5.5•�..
BROWN/TAN SL CLAYEY VAA
FINE SAND (SP-SC)
LT. GRAY S` CLAYEY
BLS FINE.SAND .(SP-SC) ' ' .E.. 0 1
roll
BROWN FINE SAND (SP),
T/O CLAY
GRAY V. CLAYEY
FINE SAND (SC)
........................-1 5
BROWN/TAN FINE SAND
T/O CLAY
BLS ...................... 1 10
GRAY CLAY (CL),
T/O SAND
_............................................................................................
BLS
SOIL GRAPHICAL LEGEND:
LEGEND AND NOTES TB- FINE SAND (SP)
Standard Penetration Test Boring
SLIGHTLY CLAYEY FINE SAND (SP—SC)
AB-# I CLAYEY FINE SAND (SC)
- Auger Boring ® CLAY (CL)
The shown boring locations were determined in the field using the
Dprovided site plan, obtained aerial photographs, existing site features, and
a combination of a WAAS-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. 5 of plans prepared by
Culpepper & Terpening, Inc. (dated 02/20/17)
15
DRILLING NOTES:
TB—# STANDARD PENETRATION TEST [SPT] BORING (ASTM D1586)
N SPT RESISTANCE IN BLOWS PER FOOT
XX 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 [USCS1
USCS GROUPS DETERMINED BY VISUAL CLASSIFICATION
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 Smn Avenue, Port St. Lucle, FL 34983 772.807-9191 w JlACElnc.com SOIL BORING PROFILES 3143.3153 NIGHTFALL CIRCLE(BUILDING T49)
Certificate of Authorization No. 26794 ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Date: June 2018
Checked by: DPA
Date: June 2018
AACE File No: 17-249
Sheet No. 2
2016 AERIAL PHOTOGRAPH USGS TOPOGRAPHIC MAP USDA SOIL SURVEY MAP
(1983 USGS Quadrangle Map of "Fort Pierce, Florida")
Source: mapcard.com
SECTION 29
TOWNSHIP 35S
RANGE 40E
NOT TO SCALE
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807-9191 w .AACElnc.com
Certificate of Authorization No. 26794
Source: mapcard.com
SCANNED
BY
St. Lucie County
SITE VICINITY MAPS
APPROXIMATE
LOCATION, OF
PROPOSED BUILDINGS
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fn
W
'ay
y
Qi
source: umpeeannrro anu usuH nnus weD sou survey
USDA NRCS SOIL TYPE IN VICINITY OF PROPOSED BUILDING
55: Winder loamy sand
"Typically, the surface layer is 6 inches thick. It is black loamy sand in the upper 3
inches and very dark gray loamy sand in the lower 3 inches. The subsurface layer is
sand 6 Inches thick. It Is grayish brown in the upper 3 inches and light brownish gray
in the lower 3 inches. The subsoil extends to a depth of 61 inches. In sequence, it is
dark grayish brown sandy clay loam with a few light brownish gray sandy tongues of
the subsurface layer in the upper 9 inches; gray sandy clay loam in the next 12
inches; dark gray sandy loam in the next 16 inches; and gray loamy sand in the lower
12 inches. The substratum, to a depth of 80 inches or more, is light gray sand"
[from the USDA Soil Survey Manuscript for St. Lucie County, FL (1980)]
GEOTECHNICAL ENGINEERING EVALUATION E" r...,
SEDONA RESIDENTIAL DEVELOPMENT -PHASE 1 Checked by: DPA
3143-3163 NIGHTFALL CIRCLE (BUILDING T-19)
ST. LUCIE COUNTY, FLORIDA AACE File No: 17-249
Date: June 2018
Date: June 2018
Sheet No. 1