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

•

0
06
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 3/8" 3/4' 1'h" 3' 5'6" 8'
0
100 0001- -

90 10

80 - - - 20

0 70 30 w
z --_ ---'--
-----
- -?-- --- -- z
¢ - --- -- - 40 w
60
a -
- - - - - -_ - ¢
__ _
_ _ -
w 50
w
-- ---
--- ---
-- --r-
'--I -
- -
-'-
-
-
-
- 50 w
o
¢ ¢
wa 40 -- -- - - _ - - -- - 60 wa
?. L.

30 - - -- 70

20 80
OF-
-
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
SANDS GRAVEL
CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, GRAVELLY, SILTY (SM) GRAVEL 17 % SAND 69%
From TH - 25 AT 19 FEET SILT & CLAY 14 % 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 3/8' 3/4" 1'h" 3' 5"6' 8'0
100

-- - ---- -- --
10
90 ?

20
80 -

- 90
0 70
z
- w
z
in - -
- a
a so --- - -- - - ao ?
- - -
U 50 U
50 -
a -- -
40
---
-- - -
- - 60 a

- +- - -{-- ---- - -- 70
30

20 ---- -- - - 80

90
10 -- - -- - - - - --- ?
- -±- ? - -- -- - 100
0
.00 1 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 0
PLASTIC
TI
T
SILT
NON SANDS GRAVEL
(
-
)
CLAY (PLAS
C)
O FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND, SILTY (SM)
From TH - 25 AT 24 FEET
GRAVEL 0 % SAND 72%
SILT & CLAY 28 % LIQUID LIMIT NP %
PLASTICITY INDEX NP %
McLAUGHLIN WATER ENGINEERS, LTD
• GOOSE HAVEN RESERVOIR COMPLEX EXPANSION
CTL T PROJECT NO. FC04797-125
Gradation
Test Results
FIGURE B-27