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

- Weight (psf) O , Wt. Above Line
Color Name Uni Cohesion Phi Constant Unit Piezometric
(pcf) Water Table
(pcf) I
■ Bedrock Fresh 124 500 21 115 1
■ ! Embankment Fill 130 50 26 120 1
- J Sand &Gravel 122 0 34 115 - 1
4,890 N — S
2.06
4.985 —
a
-
4.880 _-
_ --—— --------•_.- -.
C 4,875 --
O
.@ 4,870 ---
N
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 E E R E & A U I. 7, Boral Aggregates - Stage 6 Berm FIGURE NO.
CONSUL-FANTS, INC. Berm Section - 3:1 South Slope (Major Failure) - No Sand 1 OB
\�•:.res- R,•, •�n,�•.T;•,,I ��; t�tir�luuc;i Ln rii�r_•ni;.•
JOB NO. 0473.006.00 DATE 06/28/2018
1J10473 Boral Aggregates\0473.006 Stage 6GSlope StabilityViddle Berm Section-3-1 slope.gsz