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

•
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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

80 -- --------- -- --- - -- - 20

- - - - -- -
0 70 - - ----- 30 w
Z
N --
- _-__ --
--_--- -
_-- --_
- ---
--
__ -
- --
-_-- i-_
-? - -
- - _--r
--?-
-
-
_ - __
---
- Z
¢
¢ - - -- -- --- - - - - - - - 40 w
60
a - --- -- - --1 _ - -.._. .__ - ¢
w --- ---- -- - _ ---- -- r- ---r- -- w
50
O -- -- - -- -1-- a - 50
O
- -- - -
w
a 40 ----
- --- ----
- -
--- --
--- -
-
-
--
-- -+_ _ _
_ W
60 0-
--
- - - - -
30 70

20
80
10 90

------ - -- ---- - -- 100
0
.0 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 0
Y
P
A
TI
TO SILT
NON
PLASTIC
r SANDS GRAVEL
(
(
-
)
L
S
C)
1 CLA FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of GRAVEL, SANDY (C
From TH - 13 AT 19 FEET
GRAVEL 64 % SAND 31 %
SILT & CLAY 5 % LIQUID LIMIT NP %
PLASTICITY INDEX NP %

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 Z
Z a
- -
--- - - - - - - 40 w
a 60 - - --
Z = -- _ - - _- -- F-
50
U 50 v
¢ -_1 -- - ¢
CL 40 60 a

-- - - - -- - - - 70
30
1 --- ---
20 - - -- -- 80
1 - -
10 90

- -- --- 100
0
.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
PLASTIC
TO SILT
NON
PLASTIC
CLAY
F___ SANDS GRAVEL
(
-
)
(
)
I FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SILT, SANDY (ML)
From TH - 14 AT 4 FEET
McLAUGHLIN WATER ENGINEERS, LTD
GOOSE HAVEN RESERVOIR COMPLEX EXPANSION
CTL T PROJECT NO. FC04797-125
GRAVEL 1 % SAND 32%
SILT & CLAY 67 % LIQUID LIMIT 23%
PLASTICITY INDEX NP %
Gradation
Test Results
FIGURE B-8