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BANK ARMORING PLAN FIGURE 1 <br /> PERMTV SINE OF 51,0PE <br /> TOP <br /> 10' <br /> 6 f t, 30 f t, <br /> �- <br /> , <br /> u— a ° a a <br /> f t <br /> 2 <br /> 0 a channell thalwe <br /> I— <br /> �-- <br /> °d ° d a ° ° a 2.35 eyd/lFt H <br /> ° ° W <br /> a 8 a _ <br /> w ° a a ° Q a a ° v d d <br /> _ -10' d 17,71 40, <br /> -50 -45 -30 -20 -10 0- 10 20 30 40 50 <br /> TYPICAL CREEK BERM ARMORING <br /> NO SCALE <br /> NOTES: <br /> 1. BANK ARMORING SHOWN ON RECLAMATION MAPS IS 4. BANK ALONG THE EXCAVATED AREA WILL ARMORED FROM <br /> APPROXIMATE LOCATION.ACTUAL LOCATION WILL DEPEND THE EXISTING SURFACE TO A POINT AT LEAST 5 FEET BELOW <br /> ON LOCATION OF TOP OF SLOPE AT THE TIME IT IS THE CHANNEL THALWEG. <br /> INSTALLED. <br /> 5. THE SIZE OF THE MATERIAL WILL FALL IN THE RANGE OF 9 <br /> 2. MATERIAL USED FOR ARMORING WILL BE WELL AGED BROKE TO 15 INCHES AVERAGING 12 INCHES AS DISCUSSED IN THE <br /> CONCRETE.THAT HAS ALL EXPOSED SURFACE REBAR BANK ARMORING PLAN AND WILL BE PLACED BELOW GRADE. <br /> REMOVED.AT A MINIMUM 2,350 CUBIC YARDS WILL BE <br /> STOCKPILED ON THE MINE FOR USE IN ARMORING. THIS IS 6. THE ARMORING WILL BE COVERED WITH A 6 INCH LAYER OF <br /> ENOUGH TO ARMOR MATERIAL TO ARMOR A MINIMUM OF GROWTH MEDIUM AND SEEDED WITH THE APPROVED SEED <br /> 1000 FEET OF EXCAVATION BANK.. MIX. <br /> 3. STOCKPILES OF ARMORING MATERIAL WILL BE PLACED <br /> PARALLEL TO THE RIVERBANK 50 IT WILL NOT INTERFERE <br /> WITH FLOWS IN THE FLOOD PLAIN. THE STOCKPILES WILL <br /> BE PLACED BETWEEN THE PERMIT LINE AND THE TOP OF <br /> SLOPE WITHIN 500 FEET TO THE AREA WHERE IT WILL BE <br /> PLACED. <br /> JUN 25. 2020- 16 2-3 <br />