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BORING 24 BORING 72 BORING 70 BORING 2 BORING 66
LOCATION: Sta -I I I (25' Rt.) LOCATION: Sta. 6 +52 ( 31 ' Rt.) LOCATION: Sta. 12 +37 (28' Rt.) _ LOCATION SIG. 19 +04 ( 4' Lt.) LOCATION: Sta. 25 +98 ( 22' Rt. )
ELEVATION! 44.5 5 _ ELEVATION: 44.2 ELEVATION: 47.1 40 ELEVATION: 32.7 4 ELEVATION: 32,2
50 s. DATE DRILLED 9- 12,13 -fit DATE DRILLED 2 -11 to 13 -63 50. DATE DRILLED 2- 5,6 -63 f DATE DRILLED 12 -22 23 -59 'DATE DRILLED I'-1- 22,23 -63
..ALL BROWN SILTY SAND WITH GRAVEL-FILL � BROWN SILTY FINE SAND +`; SAND AND GRAVEL -FILL �;-�2, ~`�a �•. MOTTLED BROWN -GRAY CLAYEY SAND �� '_`'�� ��r BROWN SILT, SAND AND GRAVEL -FILL `.
s.
. -
.s:na, i;,:o•I -r ps, GRAY MED.- COARSE SAND WITH GRAVEL - FIRM+ '
-" BROWN FINE SAND WITH SOME SILT 21.1 % -106 I MOTTLED BROWN SILTY FINE SAND WITH SOME PEBBLES -DENSE • e'.,t �` -if; !•
?t
22.6 % I�' SANDY CLAYEY SILT LAYER 16.8% a.4 : d#,. ' z
4tf,,, t"'•' t MOTTLED BROWN AND GRAY SILTY SAND WIT : ME GRAVEL 1"'- I..:. 10.4 %,,N =30 BRO,J��-GRAY SILTY SAND WITH SOME RAVEL -VERY FIRM, 15.4 % - 94 INTERBEDDED BROWN VERY SILTY FINE SAND, PEATX SANDY SILT AND
N =0 �.:.: 3.10 -;I. N =!4 -
o .' .•L. F - rf - ° - 1 :`I v IxV nPNSr (ru.:'�i SiE =131 CE(NJ,RED (1'I LL7) 'Y^'I "- N =5 .��� DARK BROWN PEAT WYERS -SOFT
12.5 /0_127 .... BROWN SILTY .INE SAND AND SOME SMAL AVEL CE NSE, CEMENTED I GRADES COARSER, CONSIDERABLE SMA EBBLES 11.9% 128 GRADES.. GRAY,CEMEN7E0., .E... __ -.__ �., �,,.� �. �_�r
178% -115 1: s, - .: •i GRAVEL T£NT IN`•,E3 140.0 % - 36 f 't,�,
N =220. .J (TILL t) N =12 N -80 f' -. II 9°/y, N= 88.w'•;, N =4 + +cOCCASIONAL WOOD FRAGMENTS
MI UWN SILTY FINE SAND WITH SMAL RAVEL -VERY DENSE, ')
13.5 % -127 ».u. , "° 14.3 % -124 I'•:t'.I ODERATELY CEMENTED (TILLv 10.8 % -131 SOME SAND LENSES ''- `P'!'� GRA'y FINE -MED. gANDWITH MODERATELY SOFT VERY FINE SANDY SILT
1. ' GRADES G MEOBBLES 12.4 % -I10 ^.`i
N = 130 I '` 12.2°1.,3 =100 t " v�' �" y.,�;l LAYExRS
i GRADES TO GRAY N =34 .'I - N -7
N=136 j ,. I ,• • SOM CLEAN SAND LAYERS ^I GRAY $7Y FINE -MED. SAND '. TH OCCASIONAL PIECES OF
w Y FINE -MED. SAND LE 5 MOIST ��, o R, , (?EAST AND COAL 1 'a �_ GRAY SILT No AND GRAVEL
I; .A "' 1 ATER LEVE EL.31.9 2.1% -125
w 9.8% -133 .I 10.4 % -127 !I I t n �'4'` 7:3 % -138
N = 100 1 .I i- .,,:n'n"1.- N = 180 I .1 .OVERN! W'� N=70 I +:t 25.6- 343- 53 .:s.¢ N = 80 tii'R.I 0, -o§"°
1� . I S.E.
- y .,.
Y
1i:;. k 14.8% -119 i 2.2% -129 ;) 7 N =100* :°1 CLAYEY 7•'
z O 9. 3 %" 137 .a,,. - 'cn '. a. N.A.
N = 110 �'c •* N - 100 f •I GRADES GRAY N = 90 I `+. „, s�'.
O W �'•� • s B . A e InYi: N e A • 1 ®. ' BROWN GRAY FINE �JINDY S.�LT WITH IRREGULAR SILTY FINE SAND
ii 8.6% -139 ;; ,•. 12.4% -128 I.. .I 12.9 %-129 .;J Q 18.9% --109 tl POCKETS FlIR.
QJ N =140 ;µ.,'•ms,', ;1,. N =1406 .i #I ":,. N =50 �,�,•.) OVERNIGHT LEVEL AT EL. 25 Q:• -� • . a - N =70 :: I °'
�O --•;,'r� THIN •NCEM ENTE IsA. kYER 2.60%0 131 (• :: WITH G,,; -EL (Ibb' MA %) rte, 1 9% - N =80 I DES ,{GRAY, SOME PEBBLES'
12.2% -129 „i 4 r.l "Z "Y� i . / 127 I 'I N=80 i08 GRA
N -52 ~' SL,GICEN SIDE NOTED. 10.5/0-134 ! 'I 0_4% -133 1J "n t 23.2 ° /0 -104 GR YF •�
,"' o + .zr=_, 6 INE SAND iN 1fH SOME SILT AND AVERY FINE SAND LAYERS
--! 9.1% -137 `- I Ry I+.•. ' N =7 I;
LL% N' 160 •�,:. N 200 I d �.�: N -I50 I,y�J ,E= Imo.. DENSE
I
Q O t%1 SILTY FINE-MED. SAND WIT OCCASIONAL GRAVEL AND WITH WATER BEARIN#"`.
.16.7%-123 1 •."`x',u N =120 1 "I 26. 00-
*`L°
II.0% -133 ':ii 1 I I 'INTERBEDDED GRAVELLY SAND APgk ILTY VERY FINE SAND LAYERS .i
N.I40 F', �` %I V =140 D 1 'A�' N =65
t wil. -ec I j WATER ENTERING BORING - _ -I OCCASIONAL SMALL WOOD FRAGMENTS
8.6% 138 +•_. ` ,ht 13.0% -120 GRAY FINE -MED. SAND WITH GRAVEL AND SOh1E SI 16.5% -114 1 21.2 % - 106,'" 1�.•'1
N =130 siY >`�, N =I40 r, N =100 •� :I N =100y GRADES COARSER AND CLEANER
'•;1.Y SOME GRAVEL AND WOOD FRAGMENTS,R _OWING TO GROUND = ....
19.0./x -iI 3" s.y; GRAY SILT VERY FINE SAND AND CEMENYED. SILT LTY FI EE� ND 76.1 % 12 )Q. SURFACE FROM OUTSIDE SIDE OF:CASING Ff 2200- -107 ,
;.., WITH RABBLES -FIRM AND DENSE, (OCCASIONAL GRAVELS 2 ") N =60 - .y GRAY SAND AND GRAVEL WITH SILTY SAPID AND�GR VEL LAYERS af00
N:O OVERNIGHT WATER LEVEL AT EL. 32, WATER PROBABLY ENTERED -DENSE -
?- ==s BLUE GRAY CLAYEY SILT - FIRM - t) FROM AROUND SHOE RATHER THAN MATERIAL -`*v,, 8.30 -143. OVERNIG!'IT WATER LEVEL AT EL. 48, WHILE PULLING CASING -30'
n ?°20.3% -109 SOME GRAVEL, SANDY NO WATER ENCOUNTERED;N?, # �,.YN'c 2O0 WATER LEVEL .ROSE TO EL. 52,.Y
-2Q N = 80 '2D, fi
' -20�
BORING 71 BORING 64 BORING 67 BORING 68 BORING 69
LOCATION: Sta.29 +43(18'Rt) 40 LOCATION: Sta. 35+38 (20'Lt.) LOCATION: Std. 39 +16(14'Lt.) LOCATION: Sto.43 +00(22'Rt.) LOCATION: Sta, 46 +67(25'Rt.)
ELEVATION: 28.4 ELEVATION: 31.7 ELEVATION: 27:4 ELEVATION: 26.8 30 ELEVATION: 24.4
DATE DRILLED 2 -7 to i I -63 DATE DRILLED I -11 to 16 -63 30 DATE DRILLED 1- 24,25 -63 30 DATE DRILLED 1- 28,29 -63 DATE DRILLED 1 -30 to 2 -1 ,63
30 BROWN SILT, SAND AND GRAVEL -FILL BROWN AND GRAY SAND AND SILT WITH GRAVEL AND ORGANIC BROWN SAND, SILT AND GRAVEL -FILL Y•: BROWN SAND, SILT AND GRAVEL - FILL i BROWN SAND, SILT AND GRAVEL -FILL
i�
r MATTER -FILL, SOFT TO MODERATELY FIRM >
it MOTTLED BROWN AND GRAY -BROWN FINE SAND $ DARK BROWN PEAT WITH SOME SILTY PEAT AND FINE -MED.
29.0 % - 93 '� MOTTLEO BROWN -GRAY SILT AND SILTY FINE SAND 264 %-101 ° 25.0 % - 95 I- I SAND LAYERS - SOFT 9.2 % -I19 s - MOTTLED BROWN AND BROWN -GRAY VERY FINE SANDY SILT
i• 42.8 % - 7I
N =4 INTERBEDDED GRAY FINE -MED. SAND AND PEATY SILT LAYERS N =5 MOTTLED BROWN-GRAY VERY FINE SANDY SILT WITH FINE N =4 ; -.. WATER ENTERING BORING N =4 N =10
I -SOFT, MAKES WATER ;I SAND LENSES - SOFT GRAY SILT - SOFT sHli �j DARK BROWN PEAT
__ DARK BROWN PEAT WITH BROWN FINE -MED. SAND LENSES -SOFT 474.0°,0- 13 ( 209,0 % - 24 (u,l
18.8%-log 29.0 % - 96 I 333.2 % - 77 It+ryt SOME WOOD FRAGMENTS N= 2 li .t <I `
N =11 I•,_%= GRADES INTERBEDDED FINE -MED. SAND, SILTY SAND AND N -1 t s� INTERBEDDED BROWN PEAT, PEATY SILT, SILTY FINE SAND GRAY FINE - MED - COARSE SAND WITH SOME WOOD FRAGMENTS N=6 >81'I SOME WOOD FRAGMENTS, . PEATY SILT AND SAND
+- �� MODERATELY SOFT SANDY SILT LAYERS ICI! AND GRAY FINE -MED. SAND IN LAYERS -SOFT AND LOOSE 15.0% -109 I.O�,. 24,8% - 100. 0. GRAY GRAY VERY SILTY VERY FINE SAND- SOFT 24.0 %-101 GRAY SILTY FINE •MED. SAND
y- 25.6 % - 102 - 164.5%- 35 (, fJI N= 7 +�' N= 7 �`'• •
N =15 ...I N=4 1:":.I N =28 14; F.;.:7:1
OCCASIONAL SILTY VERY FINE SAND LENSES �I SOME PEAT
15.9 % -121 'J GRAY FINE SANDY SILT WITH SOME PEBBLES l 21.7% -104 �, 50:3 % - 81 A; •:. GRAY FINE -MED. SAND WITH SOME PEATY SAND, SILTY FINE 27.0 % -100 ,,
26.1% -101 IilsStt N =2d I I MOTTLED BLUE GRAY Ctp•' WITH SOME ORGANIC MATTER - MODERATELY FIRM
ZO N =19 I 1 N =17 I r.. N =9 N SAND AND WITH SAND AND GRAVEL IN LAYERS N =11 I_=
GRAY VERY SILTY FINE SAND INN Q
9_J 1;. -"• GRAY SAND AND GRAVEL WITH SOME SILT I CASING AT EL. I I, BORING AT EL. 7, OVERNIGHT WATER,J
- G. AY SILTY VERY FINE SAND WITH SOME SILT AND CLAY LAMINATIONS
lil 10.5% -136 i:1 OVERNIGHT WATER LEVEL AT EL. 15 42.2 /o- 72 '� ` N =17 N =14
D 21.3%-107 20.7%-106 I ^:+ 2P,.6 % -97 1 R
N =74 I" "� Nc8 �'.,:` LEVEL AT EL. 19.4 i:._;,I D - ( I
GRAY SAND AND GRAVEL 1wil
QJ I�: •..� 22.4 % -i05 GRAY SILTY VERY FINE SAND N=36-I 10 GRAY FINE-MED. SAND WITH SOME SILT AND WITH SAND AND 11.4% -129 '1 WATER ENTERING BORING N =6
.�;, 'I D h° ImI GRAY CLAYEY SILT WIT.k1 SOME GRAVEL -FIRM (TILL ?)
�j � N =19 (``� N = 36 1't•?. GRAVEL LAYERS -DENSE N = 5O ['•y (GRAVEL TO 3' ) 3
UJ� R` 9.4% -131 1_, 20.2 % -86 ?` NTERBEDDED GRAY AND BROWN SAND, PEAT AND SAND AND GRAVEL 6.9% -117 I
)0.1%7128 i'':'i,;; GRAY SAND AND GRAVEL WITH SOME SILT 23.9 % -109 1 LAYERS, WOOD FRAGMENTS N = 120
W N =90 'aC;I N =40 I:) N =47 1 °;!iI N =11 �y•... 1
I: GRADES TO SAND AND GRAVEL J�1� 27%
GRAY FINE -MED. SAND 1,• +`� 10.0% -129 I' GRAY FINE -MED SAND WITH SAND AND GRAVEL IN LAYERS -DENSE BEDROCK ( ANDESITE I
a. 16.5 % -121 _ -+:'r.,
9.1%-138 I:'-�: ,,,���.AI t �.:.I
el 3=70 1•'':+ I'.,'al N =76 I..,
N =120 I`;:.. .o. o. GRAY GRAVEL WITH COARSE SAND -CLEAN 'J
1 I•�••I 5.2% -143 I +..:.I N =100 I''� `HATER ENTERING BORING
N=120
° -128�J 4.8% -121 ?.r_1 N =120 "wj A�
'BROWN SAND AND GRAVEL _I GRADES TO LAYERED SAND AN,') GRAVELLY SAND
v,y.l GRAY FINE -MED. SAND WITH SOME SILT N =40 •�iJ i,d;:
GRAY SANDY SILT LENSES 18.9 %-114 I�'"i 18.2 % -II3 GRAY SILTY VERY FINE SAN
Q WITH SILTY CLAY AND SILT
i•',•; J s LAMINATIONS - FIRM i 45 DIP)
N =30 ;ei' N =90
WOOD FRAGMENTS, SOME GRAVEL LENSES OR LAYERS N -70 tJ GRAY SANDY CLAYEY SILT WITH OCCASIONAL PEBBLES -3O
1''.I: �•� GRAY FINE -MED. WND -DENSE 12.4 % -123 - -VERY DENSE, CEMENTED (CLAY TILL ?)
15.0% -118 21.3 % -107 i;;.J CONTAINS TILL AND FIRM CLAY FR YGMENTS AND OCCASIONAL N= I60
N =90 t'';'') 79% -134 V.I N °22 SANDY GRAVEL LAYERS GRAY SILTY CLAY WITH FINE SAND LAMINATIONS
N = iB i-°�- BROWN FINE -MED. SAND WITH SOME SANDY GRAVEL LAYERS I4,'1 32.8 % - 91
N =.20 -FIRM (45° DIP J
N =100 V=.7 I�,: +II N =1R
-DENSE ��•
CONTAINS TILL AND FIRM CLAY FRAGMENTS NOTE: 15.3% -114 1'�"4I -40 17.8 %-110 GRADES FINER -SOME SILT -40- NO G: StO, referred t0 in Bore Log
":"` N =5 4
- 40 N = 70 I i
is Metro Data. See Plan
N =40 ),i
N = 6o NOTES: LEGEND Sheets for Locations.
(;,I
1. BORING 2 WAS DRILLED WITH TRUCK - MOUNTED AUGER -TYPE DRILLING EQUIPMENT SAMPLED it 'Ir OrPr TO WHICH CASING WAS REQUIRED
-50 N =60 BROWN FINE -VERY FINE SAND WITH SOME SILT AND SANDY AND SAMPLED WITH 2" OD. SPLIT -SPOON SAMPLER DRIVEN BY MEANS OF 140 -LB. ,� SAMPLE MISSED I
104 1� �+':I SILT LAMINATIONS -DENSE DROP WEIGHT FALLING 30"
2. ALL OTHER BORINGS WERE DRILLED WITH TRUCK- MOUNTED CABLE -TOOL TYPE 9.2 %-119 1 9.2% INDICATES MOISTURE CONTENT 1N
BROWN -GRAY FINE -MED. SAND - DENSE, CLEAN PER ^.ENT OF DRY W'c iGHT AND 119 INDICATES
23.0% p 1 OVERNIGHT WATER LEVEL AT EL.16 DRILLING EQUIPMENT AND SAMPLED WITH 3-25" D. SAMPLER DRIVEN BY MEANS DRY DENSITY, PCF, OF THE SAMPLE WATER BEARING ZONE WITH MEASURED
I; ;I OF A 500-LB DROP WEIGHT FALLING APPROXIMATELY 20 111111 HYDROSTATIC HEAD INDICATED
I:: 1
JMBER OF BLOWS
3. ALL CASING REMOVED AND BORINGS BACKFILLED WITH EITHER PEA GRAVEL OR N =30 PENETRATE ONE FOOREQUIRED FOR THE SAMPLER TO
21.3% -106 ®� � r �S (4/l ���
NATIVE MATERIAL EXCEPT BORING 70 BACKFILLED WITH CONCRETE SE =13 SAND EQUIVALENT i'EST RESULT
-70 Ni Ioo ° -IOB
f n PLATE A -I