2018-07-13_INSPECTION - M2008082

• Permit No: M2008082
• IBM Index Class Name: Inspection
• Doc Date: 7/13/2018
• Doc Name Note: Corrective Action
• From: RMCC
• To: DRMS
• Email Name: ECS
• Media Type: D
• Archive: No

Color Name Unit Cohesion' i Phi' Constant Unit Piezometric
Weight (psf) (0) Wt.Above Line
(pcf) Water Table
(Pcf)
■ Bedrock Fresh 124 500 21 115 1
■ Embankment Fill 130 50 26 120 1
rr --
L.
Sand &Gravel 122 0 34 115 1
4,890 -N S
1.65
V ---_2u n ► .R
4,885 -
4,880 -
---------- ------------------------------
c: 4,875
o
j 4,870
4,860
4,855
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
Distance(ft)
D F E. P I U L 'T Boral Aggregates - Stage 6 Berm FIGURE NO.
V--CONSULTANTS, INC. Berm Section - 2.5:1 South Slope - No Sand 8 A
JOB NO. 0473.006.00 DATE 06/28/2018
UA0473 Boral Aggregates\0473.006 Stage 6\.Slope Stability\Middle Berm Section-2.5-1 slope.gsz