HomeMy WebLinkAboutMAP & PLANS2016 AERIAL PHOTOGRAPH
Source: mapcard.com
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USGS TOPOGRAPHIC MAP
(1983 USGS Quadrangle Map Of "Fort Pierce, Florida")
_ __SECTION 29
TOWNSHIP 35S
RANGE 40E
NOT TO SCALE
N
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue, Port St Lucie, FL 34983 772-807.9191 www.AACEInc.corn
Certificate of Authorization No. 26794
Source: mapcard.com
SITE VICINITY MAPS
USDA SOIL SURVEY MAP
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)]
GEOTECHINICAL ENGINEERING EVALUATION
SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
3182-3192 BE MORNINGDEW LANE (BUILDING T-15)
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Checked by: DPA
AACE File No: 17-249
Date: February 2018
Sheet No. 1
3
r_
TB-1
DATE: 02/24/18
AB-1
DATE: 02/24/18
0 ...........................
4.•i: BROWN FINE SAND (SP),
T/O CLAY
FM_C.-_1_9_7 GRAY SL CLAYEY
-200: 12 FINE SAND (SP-SC)
5 1.
I -
y 11
MC: 23
-200: 20
o_
IROWN-GRAY SL CLAYEY
'INE SAND (SP-SC)
AB-2
DATE: 02/24/18
- GRAY CLAYEY FINE SAND (SC)
............................ .. ..............................
LT. BROWN FINE SAND (SP) r GRAY FINE SAND (SP)
LT. GRAY CLAYEY
FINE SAND (SC)
GRAY/DK. GRAY SL CLAYEY
FINE SAND (SP-SC)
GRAY. CLAYEY ..................
FINE SAND (SC) EOB O 10' BLS EOB
.......................� 0
DK. GRAY SL CLAYEY
FINE SAND (SP-SC)
GRAY/DK. GRAY CLAYEY
FINE SAND (SC)
LT. 'dkdWA "FINE' SAW (to), � 5
T/O CLAY
tROWN-GRAY CLAYEY
FINE SAND (SC)
O 10' BLS
................... 1
10
GRAY CLAY (CL),
T/O SAND
15 .................................................................................................... d 15
EOB O 15' BLS
NOTES SOIL LEGEND: DRILLING NOTES:
TB-# STANDARD PENETRATION TEST [SPT] BORING (ASTM D1586)
r 0 FINE SAND (SP) XRESISTANCE F
X-V GROUNDWATER (FT BELOW EXIST. GRADE) AT TIME DRILLED
Standard Penetration Test Boring EOB_ END OF BORING
SLIGHTLY CLAYEY FINE SAND (SP—SC) BLS BELOW LAND SURFACE
AB-# ® CLAYEY FINE SAND (SC)
- Auger Boring CLAY CL
The shown boring locations were determined in the field using the
---provided site plan, obtained -aerial photographs, -existing -site features,.and --- -- T _-_ -- ---
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. 6 of plans prepared by
Culpepper 6 Terpening, Inc. (dated 02/20/17)
ANDERSEN ANDRE CONSULTING ENGINEERS, INC. BORING LOCATION PLAN AND
834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807.9191 www.AACEInc.cam SOIL BORING PROFILES
Certificate of AuthorImtlon No. 26794
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
SEDONA RESIDENTIAL DEVELOPMENT -PHASE 1
3182.3192 SE MORNINGDEW LANE (BUILDING T•15)
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Checked by: DPA
AACE Flle No: 17-249
Date: February 2018
Date: February 2018
Sheet No. 2
0
I
SCANNED
BY
at. Lucie County
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