2012-05-29_REVISION - C1980007

• Permit No: C1980007
• IBM Index Class Name: REVISION
• Doc Date: 5/29/2012
• Doc Name: Refuse Pile Expansion East Haul Road Slide Repair Documentation, Slope Stability Monitoring Instrum
• From: BARR Resourceful Naturally
• To: DRMS
• Type & Sequence: TR128
• Email Name: JRS
• Email Name: DIH
• Media Type: D
• Archive: No

2012 Construction Revision
Prepared by {enter your company name here}
HydroCAD® 10.00 s/n 00604 © 2011 HydroCAD Software Solutions LLC
Reach 3R: R3A
Reach 4R: R4A
Reach 5R: R5A
Reach 6R: R6A
Reach 7R: R7A
Reach 8R: R8A
Reach 9R: R9A
Reach 10R: R9A
Reach 11 AR: R11A
Reach 11 BR: R11 B
Reach 12C: R12C
Reach 12R: R12A
Reach 12RB: 12RB
Reach 13RA: R13
Reach 13RB: R13B
Reach 13RC: R13C
65.0" x 54.0 ", R= 34.0 "/56.3" Arch Pipe
Avg. Flow Depth =0.44' Max Vel =7.75 fps Inflow =19.23 cfs 1.541 of
n =0.053 L= 404.0' S= 0.2822 '/' Capacity =80.29 cfs Outflow =19.10 cfs 1.541 of
Avg. Flow Depth =0.51' Max Vel=8.03 fps Inflow =24.87 cfs 1.908 of
n =0.055 L= 356.0' S= 0.2781 '/' Capacity =81.52 cfs Outflow =24.74 cfs 1.908 of
Avg. Flow Depth =0.56' Max Vel =8.71 fps Inflow =30.09 cfs 2.225 of
n =0.057 L= 296.0' S= 0.3159 '/' Capacity =83.84 cfs Outflow =30.00 cfs 2.225 of
Avg. Flow Depth =0.75' Max Vel=7.07 fps Inflow =34.66 cfs 2.507 of
n =0.052 L =64.0' S= 0.1250 '/' Capacity =57.81 cfs Outflow =34.62 cfs 2.507 of
Avg. Flow Depth =0.56' Max Vet =10.39 fps Inflow =35.95 cfs 2.604 of
n =0.050 L= 272.0' S= 0.3456 'I' Capacity =99.97 cfs Outflow =35.85 cfs 2.604 af
Avg. Flow Depth =0.65' Max Vel=9.60 fps Inflow =39.15 cfs 2.836 of
n =0.058 L= 292.0' 5= 0.3390 '/' Capacity =85.36 cfs Outflow =39.05 cfs 2.836 of
Avg. Flow Depth =0.60' Max Vel =9.77 fps Inflow =42.44 cfs
n =0.059 L= 260.0' S= 0.3808'/' Capacity= 103.90 cfs Outflow =42.33 cfs
n =0.052
n =0.067
n =0.047
n =0.030
Type 1124 -hr 100 -yr, 24 -hr Rainfall= 2.80"
Printed 5/10/2012
Page 7
Reach 13RD: R13D Avg. Flow Depth =1.08' Max Vel =13.52 fps Inflow =53.12 cfs
65.0" x 54.0 ", R= 34.0 "/56.3" Arch Pipe n =0.030 L =78.0' S= 0.1192 '/' Capacity= 380.39 cfs Outflow =53.08 cfs
3.053 of
3.053 of
Avg. Flow Depth =0.62' Max Vel =9.93 fps Inflow =44.54 cfs 3.203 of
n =0.059 L= 260.0' S= 0.3808 '/' Capacity= 103.90 cfs Outflow =44.43 cfs 3.203 of
Avg. Flow Depth =0.89' Max Vel =6.62 fps Inflow =46.15 cfs 3.331 of
n =0.048 L= 108.0' S= 0.0741 7' Capacity =56.33 cfs Outflow =46.06 cfs 3.331 of
Avg. Flow Depth =0.58' Max Vel =11.17 fps Inflow =46.06 cfs 3.331 of
n =0.050 L= 396.0' S= 0.3763 '/' Capacity= 121.88 cfs Outflow =45.94 cfs 3.331 of
Avg. Flow Depth =0.54' Max Vel=7.80 fps Inflow =45.76 cfs 3.331 of
n =0.062 L= 404.0' S= 0.2755 '/' Capacity= 259.95 cfs Outflow =45.49 cfs 3.331 of
Avg. Flow Depth =0.68' Max Vel =5.97 fps Inflow =45.94 cfs 3.331 af
n =0.045 L= 138.0' S= 0.0659 '/ Capacity =89.81 cfs Outflow =45.84 cfs 3.331 af
Avg. Flow Depth =0.57' Max Vel =7.35 fps Inflow =45.84 cfs 3.331 of
L= 120.0' S= 0.1600 '/' Capacity= 236.20 cfs Outflow =45.76 cfs 3.331 of
Avg. Flow Depth =0.53' Max Vet =9.24 fps Inflow =53.39 cfs 4.106 of
L= 138.0' S= 0.4565 '/' Capacity= 309.66 cfs Outflow =53.32 cfs 4.106 of
Avg. Flow Depth =0.84' Max Vet =5.65 fps Inflow =53.32 cfs 4.106 of
L= 100.0' S= 0.0490 '/' Capacity = 144.62 cfs Outflow =53.23 cfs 4.106 of
Avg. Flow Depth =1.62' Max Vel =7.99 fps Inflow =53.23 cfs 4.106 of
L= 170.0' S= 0.0265 '/' Capacity= 179.23 cfs Outflow =53.12 cfs 4.106 of
4.106 of
4.106 of