Laserfiche WebLink
SECTION NARRATIVE AND REFERENCES <br /> NOTE: <br /> THIS SECTION IS COMPOSED OF DESIGN CRITERIA, AREA <br /> RUNOFF AND DITCH CAPACITY CALCULATIONS OF THE <br /> SEDIMANTATION CONTROL STRUCTURES AT THE MAXWELL MINE . <br /> THIS REFERENCE MATERIAL IS TO BE USED WITH SECTION <br /> 2 .05.3 OF THE PERMIT AND IN CONJUNCTION WITH MAPS 13A <br /> AND 13B. <br /> AS A POINT OF CLARIFICATION , PONDS 002, 003 AND 004 <br /> WERE NAMED IN REFERENCE TO THEIR NPDES PFPMIT NUMBERS <br /> FOR CONSISTANCY. AT THE MAXWELL MINE THERE IS NO POND <br /> 001 . POND 002 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 /> TECHNICAL PAPER N0. 40 RAINFALL FREQUENCY <br /> ATLAS OF THE UNITED STATE U.S . DEPARTMENT OF <br /> OMMEPCF , WEATHER BUREAU, 1961 ) <br /> SOIL AND WATER CONSERVATION PLANNING CIRU LA <br /> CANYON U .S . DEPARTMENT OF AGRICULTURE , SOIL <br /> CONSERVATION SERVICE , 1976) <br /> HYDROLOGY FROM: <br /> HYDROLOGY AND SEDIMENTOLOGY OF SURFACE MINED <br /> LANDS (G.T. HAAN & B .J. BARFIELD, 1978 ) <br /> HANDBOOK OF STEEL DRAINAGE & HIGHWAY <br /> CONSTRUCTION PRODUCTS (AMERICAN IRON AND STEEL <br /> INSTITUTE , 1971 ) <br /> 2 <br />