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

11111
•

r
Mw
r

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

20
80

70 30 w
Z

- -----
- ---
--- --t. _ _ - Z
- --- ---- ------ - ---- _. -
40
w
Qa 60 _ -
F_
?-
- F_
v 50 - 50 U
T cc

wa 40
-
--- w
60 a
- -
--- - --- _y_ - _ -_ --_ .- -'-- --
30 70
-
20 - - -- -- - 80

10
-- 90

O
.0
01 0.002 .005 .009 .019 .037 .074 .149 .297 0 42 590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 12' 5220
DIAMETER OF PARTICLE IN MILLIMETERS 100
0
SANDS GRAVEL
CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of GRAVEL, SANDY (GP) GRAVEL 56 % SAND 40%
From TH - 5 AT 14 FEET SILT & CLAY 4 % LIQUID LIMIT %
PLASTICITY INDEX %

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'O
100
- - ---- -r

90 10

20
80

- 30 w
c9 70
-- - - - 40
60 ---
cw - -
- 50 v
50
cC
a
-
-
-
-
-- -
--
- --
--
a
40 - -- -, 60

- -- -- - --- - - 70
30
1

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 FILL, CLAY, SANDY
From TH - 6 AT 4 FEET
McLAUGHLIN WATER ENGINEERS, LTD
GOOSE HAVEN RESERVOIR COMPLEX EXPANSION
CTL T PROJECT NO. FC04797-125
GRAVEL 0 % SAND 50%
SILT & CLAY 50 % LIQUID LIMIT 23%
PLASTICITY INDEX 7 %
Gradation
Test Results
FIGURE B-3