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\ STRAIN <br />' \<GU LCH <br />--� \ \ <br />SOUTH <br />QUARRY ABANDON <br />O 0 <br />ALTERNATIVE 1 Z <br />/NORTH <br />DIVERT / QUARRY <br />GULCH �� AREA <br />FLOW <br />— / DETENTION ) <br />AND <br />SEDIMENT / <br />POND / <br />BERM— �� —,�� <br />CRUSHER <br />DRAINAGE <br />1 OUTLET <br />RECEIVED <br />DGE OF FILL <br />-RIPRAP <br />DISSI PATOR <br />ALTERNATIVE I <br />I. COMPLETE NORTH <br />QUARRY. <br />2. CONSTRUCT CHANNEL <br />It DRAINAGE <br />SYSTEM, (Q- 253 cfm) <br />3. REMOVE ACCESS ROAD <br />4. BEGIN SOUTH QUARRY <br />ALTERNATIVE II <br />I. BEGIN SOUTH QUARRY <br />2. WHEN DOWN TO ELEVATION <br />OF SOUTH DIVERSION <br />CHANNEL, CONSTRUCT <br />BERM, CHANNEL AND <br />DRAIN SYSTEM (Q-2S3 eft) <br />J. REMOVE ACCESS ROAD <br />FIGURE 4 <br />ALTERNATIVE II <br />STRAIN / <br />GULCH <br />SOUTH <br />DIVERSION / <br />NORTH <br />'�• � ' QUARRY <br />\ J AREA <br />SOUTH <br />ABANDON <br />QUARRY i <br />AREA <br />ACCESS. ROAD <br />TI DRAINAGE INLET <br />�• , I i 1 �� AND SEDIMENT <br />_ POND <br />.� BERM <br />/10AI&IAAC CVQTC\Il <br />/ 'EDGE OF I <br />FILL <br />�' IINNNNNIIIIIIIIIIIUNI111I1I�NINI <br />0017561 <br />STRAIN GULCH <br />DRAINAGE ALTERNATIVES <br />hfAR 2 P i` /�; <br />tt�rard DCe Cacslrmq Eirl� Err re <br />