HomeMy WebLinkAbout03519 RIPPY LANE —ar TO RIVER
FRONTAGE
ROAD
p POWER
POLE
/
/
/
/
/
PROPOSED /
RESIDENCE /
(UNDER 1
CONSTRUCTION) 1 STEEP
1 ---
PREVIOUS RESIDENCE 1
REMOVED /
/
/
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/ ROCK
/ OUTCROPPING
/
r /
r , /
I EXISTING SHED L 1 /
1 (TO REMAIN) I /
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I I �F �
P -1 L J /
P-1A / /
P -2
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Q A /
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/ V •
/ S n �_
• PROFILE PIT /
J
P -3A / 1 , C3
P -3 / /
APPROXIMATE SCALE /
1- a 20' / ROCK
OUTCROPPING
101 192 I
GEOTECHNICAL, INC. I AND PERCOLA
ION PIT HOLES I Fig. 1
L'
NYOR01E1FA ARALY05 SIEVE AMISS READINGS U.S. STANDARD 1YnIF$ I DEAR SQUARE OPENINGS
24 1n. 7 Na 3/4 1 1/Y Y a' r
0 15 MW. 151M. Sw2a MOIL 4 W. 1 MW. 00 (60 130 ! N � —M— S 100
swam im■ s NM ma w—
— SMNII is IS, —IS GC C is —
sum ■ SI - -4m SW
snows
SIM =S_. 7 _�
Nisi! SPNIMMI C IS
NOS SIMN■ IS OM SEWN'S AS Si SIN 27
10 — C --
sio■li mama C _
MININI■ SNOW
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NSW — -- —
MS nosoliS — moms aM.S =E Si eo
20 ■ �— C -- mom. N■Im
now
IS - -- SS
Sail MIN — ISM ISM —_ sSi wows — - -- MINS —IS Mal
SEND a — — — SINS -- —
ENS SIMMMINI C _ _ _ �
30 70
—_ a --- - - - - MS
— - -- — soma swig CI Nos SIMMS is alms
_ � _ _ __ mss —
NM S INS SOS SE - ∎� -- — Se 8 Z SWIM NS
Z — — — M MI S - - - -- noina
UNINOONM ■
gl
SS im■ __ __ - _ Sea SW. is a as so
MIS NS s
MINIMUM ISM. — - -- SS IS NOS IlioNISI■ NS • MS
50 --��CG C���C Z ■
Z _ w
Ce
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CCX =%=C is
IS S
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so■ sal mom mem '''"'"'''• •
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— am M.� -- sio
— m as.� 20 mom OD — Si - -SI - BS imilnENNM El= ____ IS IS MPS = MOM .INS —= SS NS
MIS. MOSS Nona
=IS NIS■ man ma s Sim Slim us is
MSS __ IWO S MS SIN IS US
SIM — I —� IS MINIM —_ IS SSI is
=so — — ∎ —�— ma 0
100
.001 .002 .006 .005 .010 .077 A74 .150 .300 .400 1.18 2.30 4.75 0.5/ 140 57.5 75.2 1 152 203
DIAMETER OF PARTICLES IN MILLIMETERS � D
CLAY 70 NS
1 111# 1 a 1114 1051131C I Fla o I OOMSE 1 COBBLES
GRAVEL 26 % SAND 33 % SILT AND CLAY 41 %
UQUID LIMIT % PLASTICITY INDEX X
SAMPLE OF: Very Silty Sand and Gravel FROM: Profile Pit at 11 to 12 Feet
101 192 I HEOWORTH —PAW AK I GRADATION TEST RESULTS I Fig. 3