HomeMy WebLinkAboutGeotech Excerpt 01-01-18 -11,77F - - - � �
TP-7
TP-8 A
TP-8
1 LOT 15
• ^ ,735 SF
TIP-5 9-�
\ '�\ :9 i 70431 SF /
OS
m LOT 13
TP-4 LOT 1 (MULTI—FAMILY) 7,043 SF
A 397,971 SF
f I LOT 12
7.162 SF
OS
122,071
TP-10 1 LOT 11
. 1 7,308 SF I I
1 LOT 10
TP- 1 p
7,489 SF �
A3 1 -�
1 LOT 9
,4! 7,548 SF
TP-
ICI ♦2 1` LOT B
TP-12 7,471 SF
1
• u —II-
1
LOT 7
I ✓� 8.490 SF
m
TP-1 TP-13
A A N
1 LOT 1
3,887
x LOT
3.395
LOT
x 3.397
LOT
x—x—x—x-M_A(xT-xA I 3,398
:OS 2886I I LOT
NORTHWESTERN f'0C{�ORATION 3,400
2521J944 x
I I LOT
Y x I 3.402
a Scale In Feet
x LC T 80 0 80
3x3
® x LOT 24 0 24
x 3.40s
Scale In Meters
x LOT
3407
m HANDERS MILL SUBDNI3ION C
LOTLMM7
a BOZEMAN, MONTANA
ak..t���.•.,�•r.t�se�a�
g� ems.—.�.•
GEOTECHNICAL INVESTIGATION REPORT
Appendix E
Test Pit Logs
4180016-LOT I.FL ANDERS Mill.SUBDIVISION,PIIASf 7,BOZEMAN,MONTANA
TEST PIT NUMBER TP 1
PAGE 1 OF 1
��F^.I7 •lU14•v.r M1.•i
. ..M7' •MYw..Y.ItH11w�Y
F11()/ttlttT�O't'J BL�OyF1(�tY. .Yu.fy.a�� .S..t•.YyPwv•Rr.
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CLIENT Walt Wolf PROJECT NAME Lot 1,Flanders Mill Subdivision.Phase 7
PROJECT NUMBER -IW016 PROJECT LOCATION SW 1/4 Lot 1R PI11.1-615
DATE STARTED 1111116 COMPLETED 1111118 GROUND ELEVATION
EXCAVATION CONTRACTOR Sime Construction GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US Q AT TIME OF EXCAVATION 7.00 ft
LOGGED BY NJS _ AT END OF EXCAVATION
NOTES AFTER EXCAVATION —
w
}Uj U
w _j 2 TESTS N a 0 MATERIAL DESCRIPTION
o aZ X
w
0.0
0 TC) 5.5 FEET. POORLY GRADED SAND WITH GRAVEL;(SP); brown;
moist;approximately 45 percent subrounded gravels;approximately 50
percent fine to medium grain sand; approximately 5 percent clayey fines.
GB MC=7%
1-1 Fines=4%
2.5
�p
i
s.o
5.5
Sc- 5.5 TO 6.5 FEET: CLAYEY SAND WITH GRAVEL;(SC-SM); brown; moist;
SM approximately 40 percent subrounded gravels; approximately 45 percent fine
�., to medium grain sand;approximately 15 percent clayey fines.
6.5 TO 9 FEET WELL GRADED GRAVEL WITH SAND AND COBBLES;
(GW); brown; moist; approximately 75 percent subrounded gravels;
0 7.5 approximately 25 percent fine tc medium grain sand.
GW •'•
P
f Bottom of lest pit at 9.0 feel.
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N-40I .-
TEST PIT NUMBER TP 2
FO
PAGE 1 OF 1
CLIENT Walt Wolf PROJECT NAME Lol 1.Flandur Will Subdivision.Phase 7 _
PROJECT NUMBER 180016 PROJECT LOCATION SW 114.Lot 1 R4.Plat J-615
DATE STARTED 1111118 COMPLETED 1111118 GROUND ELEVATION
EXCAVATION CONTRACTOR SimP Gnnctnw..tinn GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US Q AT TIME OF EXCAVATION 4.00 ft
LOGGED BY NJS AT END OF EXCAVATION —
NOTES AFTER EXCAVATION
d
w v Uj_ TESTS N Q p CO MATERIAL DESCRIPTION
o m cr
QZ U
N
0.0
0 TO 5.5 FEET: POORLY GRADED SAND WITH GRAVEL;(SP); brown;
moist; approximately 45 percent subrounded gravels;approximately 50
percent fine to medium grain sand;approximately 5 percent clayey fines.
2.5
SP
g
GB MC=10% a.ts
2-1 Fines=15% 5.5 TO 6.5 FEET:CLAYEY SAND WITH GRAVEL;(SC-SM); brown; moist;
SC_ approximately 40 percent subrounded gravels;approximately 45 percent fine
5M 4^ to medium grain sand;approximately 15 percent clayey fines.
�'. 6.5 TO 10 FEET:WELL GRADED GRAVEL WITH SAND AND COBBLES,
(GW); brown; moist;approximately 75 percent subrounded gravels;
g 7.5 • approximately 25 percent fine to medium grain sand.
Gw •
. b
b ton
s Bottom of test pit at 10.0 feet.
0
a
<QJ'
W
2
W
TEST PIT NUMBER TP 3
PAGE 1 OF 1
ic
•1..1 L-r. .w�w-...1.+..
G'1iCi�'�yv0l.swyrp.►c �..a..p. .wu.lylo-.v n.,.
MIb.tA Pr i.w.Mi.rll•IV4 Y.:1„f .y.e i,.�p,.,7 .��.M MIiV.T
CLIENT Wait Wolf PROJECT NAME Lot 1.Flanders Mill Subdivsion,Phase 7
PROJECT NUMBER 180016 PROJECT LOCATION SW__1/4,Lot 1R 4,Plat 3-615
DATE STARTED 1/11/18 COMPLETED 1111/18 GROUND ELEVATION
EXCAVATION CONTRACTOR Sime Co•1sIft0on GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 718 US 4 AT TIME OF EXCAVATION _6.00 it
LOGGED BY NJS AT END OF EXCAVATION —
NOTES AFTER EXCAVATION
w
IL
w �?
w 2 O MATERIAL DESCRIPTION
.7Z
rn
O.0
0 TO 5 FEET: POORLY GRADED SAND WITH GRAVEL;(SP); brown; moist;
approximately 45 percent subrounded gravels;approximately 50 percent fine to medium
grain sand;approximately 5 percent clayey fines.
2 5_ SIP
50
SC_ 5 TO 6 FEET:CLAYEY SAND WITH GRAVEL;(SC-SM), brown;moist;approximately 40
sM percent subrounded gravels;approximately 45 percent fine to medium grain sand;
e o vapproximately 15 percent clayey fines.
6 TO 10 FEET- WELL GRADED GRAVEL WITH SAND AND COBBLES;(GW); brown;
§ moist;approximately 75 percent subrounded gravels; approximately 25 percent fine to
�� medium grain sand.
•�•
J '
GW .'.
ao �..
u
n 10.0 '�� 1G
Bottom of test pit at 10.0 feel.
N
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TEST PIT NUMBER 4
1 O
PAGE 1 OF 1
rr.w Ma 4y+v.,i�i ro.ae.ia 'hti F....t`.i -L.nw.:-f�r1Yr:.
CLIENT Walt Wolf PROJECT NAME Lot 1.Flanders Mill Subdivision.Phase 7
PROJECT NUMBER 180016 PROJECT LOCATION SW 1/4.Lot 1 R-4.Plat J-615
DATE STARTED 1111/18 COMPLETED 1111118 GROUND ELEVATION
EXCAVATION CONTRACTOR Sime Construction GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US Q AT TIME OF EXCAVATION 5.00 ft
LOGGED BY NJS AT END OF EXCAVATION --
NOTES AFTER EXCAVATION --
w
>-tr 6 J
aw CO TESTS N "O MATERIAL DESCRIPTION
Q Z rrJ
0.0
0 TO 4 FEET: POORLY GRADED SAND WITH GRAVEL;(SP); brown;
moist; approximately 45 percent subrounded gravels:approximately 50
percent fine to medium grain sand;approximately 5 percent clayey fines.
GB MC=10%
4-1 Fines=11%
SP
2.5
4.0
Sc- 4 TO 5 FEET: CLAYEY SAND WITH GRAVEL; (SC-SM); brown; moist;
SIB+ approximately 40 percent subrounded gravels; approximately 45 percent fine
5.0 5,p to medium grain sand;approximately 15 percent clayey fines.
•'. 5 TO 11.5 FEET:WELL GRADED GRAVEL WITH SAND AND COBBLES;
(GW); brown; moist; approximately 75 percent subrounded gravels;
approximately 25 percent fine to medium grain sand.
. ►
3
7.5
GW . b
10.0
o �
a
b
Bottom of lest pit at 11.5 feet.
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TEST PIT NUMBER TP 5
PAGE 1 OF 1
.6�c.�a•Cwy. •Yw -•n Y/
�`9 QC fA!\�.�'"�.IY •I•��FM Own •�O�YR\Pam. 1'.
°°.P•�yL.• Fti+/1m1•i V/Y}il .k z..r 4•y. .Y..F..P.n.znM.
CLIENT Walt Wolf PROJECT NAME Lot 1.Flanders Will Subdivision.Phase 7
PROJECT NUMBER 180016 PROJECT LOCATION SW 1/4.Lot 1R-4.Plat J-615 _
DATE STARTED 1111118 COMPLETED 1/11118 _ GROUND ELEVATION�
EXCAVATION CONTRACTOR Sime Construction GROUND WATER LEVELS,
EXCAVATION METHOD Komatsu PC 228 US SAT TIME OF EXCAVATION 4_00 ft
LOGGED BY NJS AT END OF EXCAVATION —
NOTES AFTER EXCAVATION —
?w
Uj
C CL W_ Zj 2 � O MATERIAL DESCRIPTION
0 D =i
0.0
0 TO 5 FEET: POORLY GRADED SAND WITH GRAVEL;(SP); brown;moist:
approximately 45 percent subrounded gravels;approximately 50 percent fine to medium
grain sand;approximately 5 percent clayey fines.
Z5 SP
5.0 50
SC- 5 TO 6 FEET: CLAYEY SAND WITH GRAVEL;(SCSM); brown; moist;approximately 40
SM percent subrounded gravels;approximately 45 percent fine to medium grain sand;
&o approximately 15 percent clayey fines.
g •`. 6 TO 12 FEET:WELL GRADED GRAVEL WITH SAND AND COBBLES;(GW); brown:
moist; approximately 75 percent subrounded gravels;approximately 25 percent fine to
y8 • medium grain sand.
§ 7'
�e
GW •`•
:a
10.0 •�'
o . a
P 12.0
Bottom of test pit at 12.0 feet.
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TEST PIT NUMBER TP 6
�1is-11 a ,�v
PAGE 1 OF 1
1.1 Mu.r �.4•H M w'<-MY-U u.
CLIENT Walt Wolf PROJECT NAME Lot 1.Flanders Mill Subdivision_Phase 7
PROJECT NUMBER 180015 PROJECT LOCATION SW 114.Lot 1R-4.Plat J-615
DATE STARTED 1/11/18 COMPLETED 1/11118 GROUND ELEVATION _
EXCAVATION CONTRACTOR Sime Construction GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US Q AT TIME OF EXCAVATION 5,00 ft
LOGGED BY NJS AT END OF EXCAVATION —
NOTES AFTER EXCAVATION --
w
>� U
t— _
W a Co Ui as O MATERIAL DESCRIPTION
Z
0.0
0 TO G FEET. POORLY GRADED SAND WITH GRAVEL;(SP), brown; moist;
approximately 45 percent subrounded gravels;approximately 50 percent fine to medium
grain sand;approximately 5 percent clayey fines.
2.5
SP
_5_0 V
e.0
6 TO 7 FEET:CLAYEY SAND WITH GRAVEL;(SC-SM); brown; moist;approximately 40
sM percent subrounded gravels;approximately 45 percent fine to medium grain sand;
S 7.0 approximately 15 percent clayey fines.
S7.5 • 7 TO 10 FEET:WELL GRADED GRAVEL WITH SAND AND COBBLES;(GW); brawn;moist;approximately 75 percent subrounded gravels; approximately 25 percent fine to
_ medium grain sand.
GW
ry 10-0 • 10.0
Rowwi of lest pit at 10.0 feel.
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TEST PIT NUMBER TP 7
PAGE 1 OF 1
9Y6•V W+M-ar...M.WUW 111 .y�Lw S..' .La.....1. w i.�.'.1
CUENT Walt Wolf PROJECT NAME Lot 1,Flanders Mill Subdivision,Phase 7
PROJECT NUMBER 180016 PROJECT LOCATION SW 1/4.Lot 1R•4.Plat)-615
DATE STARTED 1111118 COMPLETED 1/11118 GROUND ELEVATION
EXCAVATION CONTRACTOR Sime Construction GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US Q AT TIME OF EXCAVATION 5.5o h
LOGGED BY NJS AT END OF EXCAVATION —
NOTES AFTER EXCAVATION —
w
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W =
W S � Q O MATERIAL DESCRIPTION
Z CCo77�
0.0
= 0 TO 1 FEET: ORGANIC SOIL; (OL);dark brown to brown; moist;soft.
OL
1 TO 5 FEET:CLAYEY SAND WITH GRAVEL;(SC-SM); brown; moist;approximately 40
percent subrounded gravels;approximately 45 percent fine to medium grain sand;
approximately 15 percent clayey fines.
2.5
SC-
SM .
5.0 b.0
5 TO 14 FEET:WELL GRADED GRAVEL WITH SAND AND COBBLES;(GW); brown;
V- moist;approximately 75 percent subrounded gravels; approximately 25 percent fine to
medium grain sand.
m . ►
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9 7.5 :6
•9'
A �►
GW .�.
to,o
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oil
CA
• �,
12.5
iilks n4.o
Bottom of test pit at 14.0 feet.
TEST PIT NUMBER TP 8
PAGE 1 OF 1
.LM w• I,s ,. .w.
F•>-.+..may rr,d!lrw�y,1� ...4..e-.n..a .so:...ao.o..+�rr.
CLIENT Wal;Wolf PROJECT NAME Lot 1.Flanders Mill Subdivision,Phase 7 _
PROJECT NUMBER _180016 PROJECT LOCATION SW 1/4.Lot 1114.Plat J-615 _
DATE STARTED 1111118 COMPLETED 1111118 GROUND ELEVATION
EXCAVATION CONTRACTOR Sime Construction GROUND WATER LEVELS:
EXCAVATION METHOD Kematsu PC 228 US _ Q AT TIME OF EXCAVATION 5.00 ft
LOGGED BY NJS AT END OF EXCAVATION — _
NOTES AFTER EXCAVATION —
w
_ F w vi
a r -1 g TESTS v O
W MATERIAL DESCRIPTION
` d� to Sr
O Q Z
to
0.0
oL
0 TO 1 FEET:ORGANIC SOIL;(OL); dark brown to brown;moist; soft.
=
1.0 _
1 TO 5 FEET: CLAYEY SAND WITH GRAVEL; (SC-SM); brown; moist;
approximately 40 percent subrounded gravels; approximately 45 percent fine
to medium grain sand;approximately 15 percent clayey fines.
?.S
Sc-
SM
GB MC=5%
8-1 Fines=2%
5,0 5.0 p
`• 5 TO 14 FEET:WELL GRADED GRAVEL WITH SAND AND COBBLES;
(GW); brown; moist;approximately 75 percent subrounded gravels;
approximately 25 percent fine to medium grain sand.
$ b.
7.5 :6
J
p
+ 1
GW �.
r lo.0
n •
4 '•
� • 1
12.5_ '
a :b
• 14.0
Bottom of test pit at 14.0 feet.
lA
TEST PIT NUMBER TP 9
PAGE 1 OF 1
Cnpa�.e.ria a.0�cr��Mgir. ....i.d•w.a �c„•aa o...a.n..
J`4.+..4..a.. - ..0 .i.as L.u.ni•.o .Iw—w..ru...ss'',
CLIENT Wait WoII _ _ _ PROJECT NAME Lot 1.Flanders Mill Subdivision,Phesd 7
PROJECT NUMBER 180016 PROJECT LOCATION SVV 1/4._Lot 1R4.Plat J-615 _
DATE STARTED 1/11/18 COMPLETED 1111/18 GROUND ELEVATION _
EXCAVATION CONTRACTOR Slme Construction _ GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US _ Q AT TIME OF EXCAVATION 5-00 ft
LOGGED BY NJS _ AT END OF EXCAVATION
NOTES AFTER EXCAVATION
W
F- S
w g Q J MATERIAL DESCRIPTION
Q Z t�7
0.0
0 TO 1.5 FEET: ORGANIC SOIL;(OL);dark brown to brown; moist;soft.
OL —
15
1.5 TO 5.5 FEET:CLAYEY SAND WITH GRAVEL;(SC-SM); brown;moist;approximately
40 percent subrounded gravels;approximately 45 percent fine to medium grain sand;
2 approximately 15 percent clayey fines.
Sc-
SM
V
5.5 TO 12 FEET:WELL GRADED GRAVEL WITH SAND AND COBBLES;(GW); brown;
moist; approximately 75 percent subrounded gravels;approximately 25 percent fine to
medium grain sand.
7.5
n
GW :6
� 10.0
o � �
C
P e i2.0
Bottom of test pit at 12.0 feet.
C -n---�~• '~ ~ TEST PIT NUMBER TP 10
PAGE 1 OF 1
Ea-�.,a•��,reJ 9a�yay,� ws.v--o-,r .fw r,..as n.....ar.
CLIENT Walt wolf PROJECT NAME Lot 1,Flanders WII Subdivision,Phase 7
PROJECT NUMBER 180016 PROJECT LOCATION SW 114 Lot 1R-4_PIRI J-615
DATE STARTED 1111/18 COMPLETED 111108 GROUND ELEVATION
EXCAVATION CONTRACTOR Slme Construction GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US Q AT TIME OF EXCAVATION 5.50 f;
LOGGED BY .NJS AT END OF EXCAVATION -
NOTES AFTER EXCAVATION —
w
_ Q.
_U
S
o= a M <O MATERIAL DESCRIPTION
Qz
0.0
0 TO 3 FEET: POORLY GRADED SAND WITI CLAY AND GRAVEL;(SP-SC);light brown
to brown; moist; approximately 40 percent subrounded gravels; approximately 50 percent
fine to medium grain sand; approximately 10 percent clayey fines.
SP-
SC
�.5
U
3 TO 5 FEET: POORLY GRADED SAND WITH GRAVEL;(SP);dark brown to brown; moist;
approximately 45 percent subrounded gravels;approxlmalely 55 percent fine to medium
sP grain sand.
�• 5 TO 12 FEET:WELL GRADED GRAVEL WITH SAND;(GW);dark brown to brown; moist;
approximately 75 percent subrounded gravels;approximately 25 percent fine to medium
• grain sand.
j o �
7.5
J
GW �.
10.0
s
r '•
e
8 •8•
. b
44 tzo
Bottom of test pit at 1? :-j f et
J
a�
Mt
ili
TEST PIT NUMBER TP 11
rv...q
PAGE 1 OF 1
V—.4 ,Gc...,x•Y
,r�ran�.�..,w..�so .s....4...,a.. .sue.w._rr�,•.-r.
CLIENT Walt Wolf PROJECT NAME Lot 1,Flanders All Subdivision,Paase 7
PROJECT NUMBER 180016 PROJECT LOCATION SVV 114.Lot 1 R4,Plat J-615
DATE STARTED 1111118 COMPLETED 1/11/18 GROUND ELEVATION '
EXCAVATION CONTRACTOR Sime Construction GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US AT TIME OF EXCAVATION 6 00 R
LOGGED BY NJS AT END OF EXCAVATION —
NOTES AFTER EXCAVATION --
w
r D:w _v
� N =
o= a Co Uj <O MATERIAL DESCRIPTION
az
0.0
0 TO 3 FEET: POORLY GRADED SAND WITF CLAY AND GRAVEL;(SP-SC);light brown
to brown; moist; approximately 40 percent subrounded gravels;approximately 50 percent
fine to medium grain sand;approximately 10 percent clayey fines.
SP-
SC
3,0
3 TO 5 FEET: POORLY GRADED SAND WITH GRAVEL;(SP);dark brown to brown;moist;
approximately 45 percent subrounded gravels;approximately 55 percent fine to medium
SP grain sand_
5.0 s e
5 TO 11 FEET:WELL GRADED GRAVEL WITH SAND;(GW);dark brown to brown; moist:
approximately 75 percent subrounded gravels;approximately 25 percent fine to medium
grain sand
G
7.5
GW
b �
� 10.0 • �
n •
e 'rr
4 •
o Bottom of test p t at 11.0 feet.
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"" "-`'• "N TEST PIT NUMBER TP 12
PAGE 1 OF 1
CLIENT Wall Wolf ^_ PROJECT NAME Lot I.Flaiwutc,Mill Subdivision.Phase 7
PROJECT NUMBER 180016 _ PROJECT LOCATION SW 1/4 Lot 1R-4,Plal J-615
DATE STARTED 1/11118 COMPLETED 1/11/18 _ GROUND ELEVATION
EXCAVATION CONTRACTOR Sime Construction GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US _ Q AT TIME OF EXCAVATION 6.50 It
LOGGED BY NJS AT END OF EXCAVATION -- _
NOTES AFTER EXCAVATION ---
w
a-� U
WM TESTS Q p MATERIAL DESCRIPTION
Q z X�7
N
0.0
0 TO 3 FEET: POORLY GRADED SAND WITH CLAY AND GRAVEL;
(SP-SC);light brown to brown;moist;approximately 40 percent subrounded
gravels; approximately 50 percent fine to medium grain sand; approximately
GB MC=9°h SP-
10 percent clayey fines.
12-1 Fines=10% SC
2.5
3 TO 5 FEET: POORLY GRADED SAND WITH GRAVEL;(SP); dark brown
to brown: moist;approximately 45 percent subrounded gravels;
SP approximately 55 percent fine to medium grain sand.
GB MC=6%
12-2 Fines=3%
5.0 s u
5 TO 11 FEET:WELL GRADED GRAVEL WITH SAND;(GW);dark brown
to brown;moist;approximately 75 percent subrounded gravels;
• approximately 25 percent fine to medium grain sand.
s •
J
GW
u
n 100
q Bottom of test pit at 11.0 feet.
3
A
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m
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C TEST PIT NUMBER TP 13
.e..,.,-.'...--•� PAGE 1 OF 1
• r n.r .�.e..w.r._ar....r�
a�+w a-N�.r a.•,...,a r•.. •a..<tr•»n:r .u-+w..�r.rs+.n,
CLIENT Wall Wolf PROJECT NAME __ohFlanders Mill Subdivision,Phase 7
PROJECT NUMBER 18OC16 PROJECT LOCATION SW 114.Lot_1R_-4,Plat J-615 _
DATE STARTED 1/11/18 COMPLETED 1111118 GROUND ELEVATION
EXCAVATION CONTRACTOR Sime Co^slrueuon GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US Q AT TIME OF EXCAVATION 5.50 ft _
LOGGED BY NJS AT END OF EXCAVATION —
NOTES AFTER EXCAVATION —
w
a Uj U M
Ow 2 Ed O MATERIAL DESCRIPTION
d
2 L9
0.0
0 TO 3 FEET: POORLY GRADED SAND WITH CLAY AND GRAVEL; (SP-SC);light brown
to brown; moist;approximately 40 percent subrounded gravels; approximately 50 percent
fine to medium grain sand;approximately 10 percent clayey fines.
SP-
SC
2.5
3 TO 5 FEET:POORLY GRADED SAND WITH GRAVEL;(SP); dark brown to brown;moist;
approximately 45 percent subrounded gravels;approximately 55 percent fine to medium
SP grain sand.
5.0 6.0
5 TO 11 FEET:WELL GRADED GRAVEL WITH SAND;(GW);dark brown to brown; moist;
approximately 75 percent subrounded gravels;approximately 25 percent fine to medium
grain sand.
v
a
GW •'•
o `
C � �
ti.
Bottom of test pit at 11.0 feet.
0
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C .a, ,�,r�......•�.,�. TEST PIT NUMBER TP 14
PAGE 1 OF 1
..ra 9.w..q .L.•rR .-i+ti
L-m_v.-na rrrf':i-.•-..�.he ...w M'.�r.,•v Qac....a+.�
.. `..DRM�RM•f"'1•v�i::L>� .1.�\.+•••9n� .9�Nv..M1.fYA.
CLIENT Walt Wolf PROJECT NAME Lot 1•Flanders Mill Subdivision.Phase 7
PROJECT NUMBER 100015 PROJECT LOCATION SW 1/4.Lot 1R-4.Plat J•615
DATE STARTED 1/11118 COMPLETED -Ill lil8 GROUND ELEVATION
EXCAVATION CONTRACTOR _Sime Construction GROUND WATER LEVELS:
EXCAVATION METHOD Komatsu PC 228 US V-AT TIME OF EXCAVATION 6.00 ft
LOGGED BY NJS AT END OF EXCAVATION —
NOTES AFTER EXCAVATION —
w
= F won
UJITESTS vUi a O MATERIAL DESCRIPTION
D I �J
4 `7
U)
0.0
0 TO 3 FEET: POORLY GRADED SAND WITH CLAY AND GRAVEL;
(SP-SC);light brown to brown; moist; approximately 40 percent subrounded
gravels; approximately 50 percent fine to medium grain sand; approximately
SC11 10 percent clayey fines.
2.5
i 3 TO 5 FEET: POORLY GRADED SAND WITH GRAVEL;(SP); dark brown
I to brown; moist; approximately 45 percent subrounded gravels;
sr
approximately 55 percent fine to medium grain sand.
GB MC=7%
14-1 Fines=4%
5.0 '15.0
5 TO 10.5 FEET:WELL GRADED GRAVEL WITH SAND;(GW);dark brown
to brown; moist; approximately 75 percent subrounded gravels;
g approximately 25 percent fine to medium grain sand.
9 7.5 •
GIN ;
jg 10.0 •
o '
i 10
r Bottom of test pit at 10.5 feet.
0
V)
3
6
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