2010-10-22_PERMIT FILE - M2010071 ‎(4)‎

• Permit No: M2010071
• IBM Index Class Name: PERMIT FILE
• Doc Date: 10/22/2010
• Doc Name: New Appl.- GW Response Study- Appendixs B & C
• From: The City of Lafayette
• To: DRMS
• Media Type: D
• Archive: No

T

•
0*

0
•

HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. 200 '100 '50 '40 '30 '16 '10 '8 '4 3/8' 3/4" 1 k' 3' 5' 6' 8"
0
100

90 10

80

70 30 w
z - - --- - - - -- ---- -
40 w
a 60 -- - -i _ __
Z
U 50 --- -- - --- _r?- - i - -._ U
50 U L
¢ -- --- -- W
a --- -
--- -
- --
a
60
40 _ _
_ -L -- --L- - --- --
_
30 - 70

20 80

- -- - - - -
10 - 90
- -- - -- -
0

.0

--
--- --- ---
T. 1
01 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 20
0.42 152
DIAMETER OF PARTICLE IN MILLIMETERS

100
0
SANDS GRAVEL
F CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, GRAVELLY (SP) GRAVEL 44 % SAND 52
From TH - 1 AT 14 FEET SILT & CLAY 4 % LIQUID LIMIT %
PLASTICITY INDEX %

HYDROMETER ANALYSIS SIEVE ANALYSIS
-
SQUARE OPENINGS
25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR
45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 '50 '40 '30 '16 '10 '8 '4 3/8' 3/4' 1'k' 3' 5"6" 8'0
100 - - -- --- --
-- -- -- --- -. --- - -- - 10
90
- - - - - -- -
- - 20
80 _

30
0 70
z - - -- z
- -T -
60 - -- 40
f = - - -- --- - - _ - -
z - _ - - - 50 z
U 50 - - -
- - r- U
a _ --- _ - - - -- _ __ _ a
40 - -r 60

--- -- -- -- -- -?- - - -
70
30
?
20 - - - ---- - --- ----- 80

90
10
100
.00 1 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 20
0.42 152
DIAMETER OF PARTICLE IN MILLIMETERS 0
SANDS GRAVEL
CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, GRAVELLY, SLIGHTLY SILTY (SP-SM) GRAVEL 25 % SAND 65 %
From TH - 2 AT 14 FEET SILT & CLAY 10 % LIQUID LIMIT NP %
PLASTICITY INDEX NP %
Gradation
McLAUGHLIN WATER ENGINEERS, LTD
GOOSE HAVEN RESERVOIR COMPLEX EXPANSION Test Results
CTL I T PROJECT NO. FC04797-125
FIGURE B-1