18-0558 DRAFT Boring Location Sketch and boring logs
SB-4
Haugo GeoTechnical Services, LLC
2825 Cedar Avenue S.
Minneapolis, MN 55407
Figure #: 1
Drawn By: ALY
Date: 7/6/18
Scale: None
Project #: 18-0558
Soil Boring Location Sketch
Glendale Drive Homes
Chanhassen, Minnesota
Approximate Soil Boring Location
SB-3
SB-2
SB-1
DRAFTSilty Sand, trace Roots, black, moist. (Topsoil)
Silty Sand, concrete debris at about 2 1/2 feet, concrete and glass
debris at about 5 feet, brown, moist. (FILL)
(CL) Lean Clay, trace Gravel, rust staining, mottled brown and
grey, wet, soft to rather soft. (Alluvium)
(SC) Clayey Sand, fine to coarse, trace Gravel, brown, moist,
medium dense. (Glacial Till)
(CL) Sandy Lean Clay, trace Gravel, brown, moist, rather stiff.
(Glacial Till)
Bottom of borehole at 21.0 feet.
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
SS
8
2-1-3
(4)
2-15-6
(21)
1-2-1
(3)
2-2-3
(5)
6-11-9
(20)
3-5-6
(11)
4-5-6
(11)
NOTES Ground surface elevation estimated
GROUND ELEVATION 876 ft
LOGGED BY MS
DRILLING METHOD Hollow Stem Auger/Split Spoon
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY PG
DATE STARTED 7/2/18 COMPLETED 7/2/18
AT TIME OF DRILLING --- Not Encountered
AT END OF DRILLING --- Not Encountered with Cave-In Depth of 16 feet
AFTER DRILLING --- 5' after 4 hours
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10
15
20 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
MOISTURE CONT.(%)NOTESPAGE 1 OF 1
BORING NUMBER SB-1
CLIENT Lakewest Development, LLC
PROJECT NUMBER 18-0558
PROJECT NAME Glendale Drive Homes
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 7/6/18 12:09 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\18-0558 GLENDALE DRIVE HOMES.GPJHaugo GeoTechnical Services
2825 Cedar Avenue
Minneapolis, MN 55407
Telephone: 612-729-2959
DRAFTSilty Sand, black, moist. (Topsoil)
(CL) Sandy Lean Clay, trace Gravel, rust staining, brown, moist to
wet, rather soft to medium. (Glacial Till)
(SM) Silty Sand, fine to medium, trace Gravel, brown, wet,
medium dense. (Glacial Till)
(CL) Sandy Lean Clay, trace Gravel, rust staining, brown, moist,
rather stiff to stiff. (Glacial Till)
Bottom of borehole at 21.0 feet.
AU
9
SS
10
SS
11
SS
12
SS
13
SS
14
SS
15
SS
16
2-2-3
(5)
3-3-5
(8)
4-3-5
(8)
5-7-8
(15)
4-4-5
(9)
4-5-6
(11)
3-5-8
(13)
NOTES Ground surface elevation estimated
GROUND ELEVATION 884 ft
LOGGED BY MS
DRILLING METHOD Hollow Stem Auger/Split Spoon
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY PG
DATE STARTED 7/2/18 COMPLETED 7/2/18
AT TIME OF DRILLING --- Not Encountered
AT END OF DRILLING --- Not Encountered
AFTER DRILLING --- Not Encountered with Cave-In Depth of 3 feet
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10
15
20 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
MOISTURE CONT.(%)NOTESPAGE 1 OF 1
BORING NUMBER SB-2
CLIENT Lakewest Development, LLC
PROJECT NUMBER 18-0558
PROJECT NAME Glendale Drive Homes
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 7/6/18 12:09 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\18-0558 GLENDALE DRIVE HOMES.GPJHaugo GeoTechnical Services
2825 Cedar Avenue
Minneapolis, MN 55407
Telephone: 612-729-2959
DRAFTSilty Sand, black, moist. (Topsoil)
(CL) Lean Clay, trace Roots, dark brown, wet, rather soft.
(Alluvium)
(CL) Sandy Lean Clay, trace Gravel, rust staining, brown, moist,
medium to rather stiff. (Glacial Till)
Bottom of borehole at 21.0 feet.
AU
17
SS
18
SS
19
SS
20
SS
21
SS
22
SS
23
SS
24
2-2-2
(4)
3-3-4
(7)
2-4-4
(8)
3-3-4
(7)
2-4-5
(9)
3-4-6
(10)
3-5-7
(12)
NOTES Ground surface elevation estimated
GROUND ELEVATION 882 ft
LOGGED BY MS
DRILLING METHOD Hollow Stem Auger/Split Spoon
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY PG
DATE STARTED 7/2/18 COMPLETED 7/2/18
AT TIME OF DRILLING --- Not Encountered
AT END OF DRILLING --- Not Encountered
AFTER DRILLING --- Not Encountered with Cave-In Depth of 2 feet
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10
15
20 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
MOISTURE CONT.(%)NOTESPAGE 1 OF 1
BORING NUMBER SB-3
CLIENT Lakewest Development, LLC
PROJECT NUMBER 18-0558
PROJECT NAME Glendale Drive Homes
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 7/6/18 12:09 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\18-0558 GLENDALE DRIVE HOMES.GPJHaugo GeoTechnical Services
2825 Cedar Avenue
Minneapolis, MN 55407
Telephone: 612-729-2959
DRAFTSilty Sand, trace Roots, black, moist. (Topsoil)
(CL) Lean Clay, trace Roots, brown, wet, soft to rather soft.
(Alluvium)
(CL) Lean Clay, trace Gravel, mottled brown and grey, moist to
wet, medium. (Alluvium)
(CL) Sandy Lean Clay, trace Gravel, rust staining, brown, moist,
rather stiff to stiff. (Glacial Till)
Bottom of borehole at 21.0 feet.
AU
25
SS
26
SS
27
SS
28
SS
29
SS
30
SS
31
SS
32
2-1-2
(3)
2-2-2
(4)
3-4-4
(8)
4-4-5
(9)
3-4-5
(9)
3-5-7
(12)
4-6-7
(13)
NOTES Ground surface elevation estimated
GROUND ELEVATION 882 ft
LOGGED BY MS
DRILLING METHOD Hollow Stem Auger/Split Spoon
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY PG
DATE STARTED 7/2/18 COMPLETED 7/2/18
AT TIME OF DRILLING --- Not Encountered
AT END OF DRILLING --- Not Encountered
AFTER DRILLING --- Not Encountered with Cave-In Depth of 3 feet
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10
15
20 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
MOISTURE CONT.(%)NOTESPAGE 1 OF 1
BORING NUMBER SB-4
CLIENT Lakewest Development, LLC
PROJECT NUMBER 18-0558
PROJECT NAME Glendale Drive Homes
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 7/6/18 12:09 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\18-0558 GLENDALE DRIVE HOMES.GPJHaugo GeoTechnical Services
2825 Cedar Avenue
Minneapolis, MN 55407
Telephone: 612-729-2959
Descriptive Terminology of Soil
Standard D 2487 -00
Classification of Soils for Engineering Purposes
(Unified Soil Classification System)
"I~ D
O o>Coarse-grained Smore than 50% retaiNo. 200 sieve•.c
£ *~
O OJ Q}
IS) f •>i i»
-S £g
™ O (M
Md
£oZ
Lg
irj
Criteria for Assigning Group Symbols and
Group Names Using Laboratory Tests a
Gravels
More than 50% of
coarse fraction
retained on
No 4 sieve
Sands
50% or more of
coarse fraction
passes
No 4 sieve
Silts and Clays
Liquid irmil
less than 50
Silts and clays
Liquid limit
50 or more
Highly Organic Soils
Clean Gravels
5% or less fines e
Gravels with Fines
More than 12°'C fines *
Clean Sands
5% or less fines '
Sands with Fines
More than 12%'
Inorganic
Organic
Inorganic
Organic
Cb^4anO 1< Cr < 3C
Cu<4 and/or 1 >Ct>3c
Fines classify as ML or MH
Fines classify as CL or CH
Cu^6and l <.C( ^3C
Ca<6and/or 5 i CC>3C
Fines classify as ML or MH
Fines classify as CL or CH
PI > 7 and plots on or above 'A' line'
PI < 4 or plots below "A" line1
Liquid limit- oven dried ^ n 7(_
Liquid limit - not dried
PI plots on or above "A" line
PI plots below 'A~ line
Liquid limit - oven dried n _ic
Liquid limit - not dried
Primarily organic matter, dark in color and organic odor
Soils Classification
Group
Symbol
GW
GP
GM
GC
SW
SP
SM
sc
CL
ML
OL
OL
CH
MH
OH
OH
PT
Group Name "
Wen-graded grave! •
Poorly graded gravel -
Sity gravel a">'
Clayey gravel3'5
Well-graded sand "
Poorfy graded sand "
Silly sand 'g'
Clayev sand "f!
Lean ciay L
Sill '
Organic clay '
Organic silt " " :
Fat clay * "
Elastic silt ' "
Organic clay ;
Organic silt ' " '
Peat
Particle Size Identification
Boulders
Cobbles
Gravel
Sand
Silt
Clay
. . . over 12"
3" to 12"
3/4' to 3"
No 4 to No 10
. . No 10 to No 40
No 4010NO 200
below "A" line
on or above "A" line
Based on !he material passing the 3-in I'TSmnvi sieve
If field sample contained ccbbies o' bouioers or both ado
<= 3 DK;D:C c = (DM)'
cobbles or boulders Of t*oth lo group
d If soil contains^l5% sand ooo1 A-.thsand' to group namg
e Gravels wrtn £ lc 1 2% fines require dual symbols
GW-GM \veii-graded gravei with silt
GW-GC well-graded gravel with clay
GP-GM ooorly graflea gravel with sill
GP-GC poorly graced gravel with clay
( If tines Classify as CL-ML jse flual symbol GC-GM or SC-SM
g tt fines are organic add will1 organic fines !o group name
fi If soil contains i 15% g'svel add 'with gravel" to group name
l Sands *t:n 5 to 12% fines legume Ouar symbols
SW-SM we'l-graded sand with sitl
SW-SC weil-g'aded sanO with ciay
SP-SM poorly gfadect sand with sit!
SP-SC poorly giadsd sano wrth clay
j BAttefDerg limits pio! m haiched area soihsaCL-ML silly oay
k If soil contains lGlo29'A plus No 2X add' v.i!h sand" or -with gravel' wtiichevens predominant
I Hsoilcon;airi=i30%piuSNo 200 predominantly sanO add'sanay logroupname
m ff so*! contains S; 30% plus Nc 200 pfedoi^riantiy gravei ado 'gravelly togroupnarne
n PI ^ A ano plots on or above 'A" line
o. PI < 4 or plots Delo* "A" line
p PI plots on 01 above A' line
q PI p!o;s beiow A hie
GO
50
— 40
X
1 30
*u
2
CL
20
v^n-%£/S
P7^
ML or OL
^*
MH or OH
17
10 16 20 30 40 50 60 70 80 90 100
Liquid Limit (LL)
Laboratory Tests
110
DO
WD
MC
LL
PL
PI
P200
Dry density pcf
Wet density, pel
Natural moisture content
Liqiuid fimit. %
Plastic iimi! %
Plasticity index. =.t
Vi passmg 200 sieve
OC Organic content %
S Percent of saturation. S-t
SG Specific gravity
C Cohesion, psf
0 Angle of internal friction
qu Unconfmed compressive strength.
qp Pocket penetrometer strength, tsf
psf
Relative Density of
Cohesionless Soils
Very loose .. 0104 BPF
Loose 5 to 10 BPf
Medium dense 11to30BPF
Dense 31 to 50 BPF
Very dense over 50 BPF
Consistency of Cohesive Soils
Very soft Dto1 BPF
Soft 2 to 3 BPF
Rather soft 4 to 5 BPF
Medium 6!o8BPF
Rather stiff 9 to 12 BPF
Si'ff 13to16BPF
Verysliff ... 17to30BPF
Hard . . over 30 BPF
Drilling Notes
Standard penetration lest borings were advanced by 3 1/4" or 6 1/4'
ID hollow-stem augers unless noted otherwise. Jetlmg water was used
to clean out auger prior to sampling only where indicated on logs
Standard penetration test borings are designated by the prefix "ST"
(Split Tube) All samples were taken with the standard 2' OD split-tube
sampler except where noted
Power auger borings were advanced by 4 or 6" diameler continuous-
flight, solid-stem augers Soti classifications and strata depths were in-
ferred from disturbed samples augered to the surface and are. therefore,
somewha! approximate Power auger borings are designated by the
prefix "B."
Hand auger borings were advanced manually with a 1 1/2" or 3 1/4"
diameler auger and were limited lo the depth from which the auger coutd
be manually withdrawn. Hand auger borings are indicated by the prefix
•H '
BPF: Numbers indicate blows per foot recorded in standard penetration
test, also known as "N" value. The sampler was set 6' into undisturbed
soil below the hollow-slem auger Driving resistances were then counted
for second and thtrd 6" increments and added to get BPF Where they
differed significantly, they are reported in the following form 2/12 for the
second and third 6" increments, respectively.
WH: WH indicates the sampler penetrated soil under weight of hammer
and rods alone driving not required
WR: WR indicates the sampler penetrated soil under weight of rods
alone hammer weight and driving not required
TW indicates trvn-wailed (undisturbed) tube sample
Note: All tests were run in general accordance with applicable ASTM
standards
Rev