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~ SECTION NARRATIVE AND REFERENCES <br />PJOTE: <br />THIS SECTION <br />RUNOFF AND <br />SEDIMANTATION <br />THIS REFFREMC' <br />2.05.3 of THE <br />AND 13B. <br />IS COMPOSED OF DESIGN CRITERIA, AREA <br />DITCH CAPACITY CALCULATIONS OF THE <br />CONTROL STRUCTURES AT THE MAXWELL MINE. <br />MATERIAL IS TO BE USED WITH SECTIOPI <br />PERMIT AND IN CONJUNCTION WITH MAPS 13A <br />AS A POINT OF CLARIFICATION. PONDS 002. O03 AND 004 <br />WERE NAMED IN REFERENCE TO THEIR NPDES PERMIT NUMBERS <br />FOR CONSISTANCY. AT THE MAXWELL MINE THERE IS NO POND <br />001. POND OC2 IS RESTRICTED TO THE SETTLEMENT OF MINE ~~ <br />DISCHORGE WATER ONLY. SURFACE RUNOFF IS DIVERTED FROM <br />ENTERING THIS POND. <br />REFERENCE: <br />CLIMATELOGICAL DATA FROM: <br />TLAS OF THE UPIITED STATES 1U.5. UEPARTMEPIT OF <br />OMMEPCE, WEATHER BUREAU. 1961) <br />OIL AND WATER CONSERVATION PLANNING. CIRU A <br />ANYON IIJ.S. DEPARTMENT OF AGRICULTURE. SOIL <br />ONSERVATION SERVIf,E. 176) <br />HYDROLOGY FROM: <br />LArlos (G.T. IIAAN 6 R.7. BARFIFLD. 1978) <br />HANDBOOK OF STEEL DRAINAGE 6 HIGHWAY • <br />COF1$TRUCTION PRODUCTS (AMERICAN IRON AND STEEL <br />INSTITUTE. 1971) <br />2 <br />