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 Phi Constant Unit Piezometric
Weight i (psf) (°) Wt. Above Line
(pcf) Water Table
(pcf)
■ Bedrock Fresh 124 500 21 115 1
■ Embankment Fill 130 50 26 120 1
Sand &Gravel 122 0 _-_- 34_ 115 _- --'_--- -1---_ -I
4,890 -N S
1—
4,885 -
_ 4,880 -
-------------------------------------------
c 4,875
O
_ a
> 4,870 -
N
W
4.865 - ------- ---
4,860
4,855
-100 -90 -80 -70 -66 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
Distance(ft)
DEERE A U L -1' Boral Aggregates - Stage 6 Berm FIGURE NO.
CONSULTANTS, Typical Berm Section - No Sand 4A
�4.u:± la;_,��ui�r,, t'i•,�) c�. i ;il I
JOB NO. 0473.006.00 DATE 06/28/2018
U:0473 Boral Aggregates\0473.006 Stage 60ope StabilityWliddle Berm Section.gsz