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EAST DRYING AREA <br /> RESERVED FOR <br /> COMPACTION EAST UNDERDRAIN <br /> N.T.S <br /> A 1'Min. C'F <br /> Z ROCKDRAINR FABRIC <br /> _ I 140 OR <br /> 4"PERFORATE ii RAL GRZ' EENED OR <br /> PIPE WASHED ROCK <br /> SECTION A-A <br /> GOB PILE NO.3 <br /> A ROCK SUBDRAINAGE SYSTEM <br /> TYPICAL SECTION <br /> GOB PILE FOOT PRINT <br /> SHOWS ORIENTATION OF STACKED GOB <br /> WEST DRYING AREA <br /> _ D <br /> O 11� <br /> VERFI <br /> T OCKPIL <br /> / <br /> / , / , � , ➢p EAST GOB DRYING Q I� <br /> POND <br /> DI TUBBED AR�A DARY <br /> EST OB G <br /> AREA- T_ / / SECTION A-A <br /> WINTER GOB STACKING PLAN <br /> NO PILE OVERLAP <br /> SPACE BETWEEN ROWS TO BE GRADED <br /> TEMP. SOIL STOCKPILE TO ACHIEVE POSITIVE DRAINAGE. MAINTAIN <br /> rFLOW PATH AS NECESSARY. <br /> N PROJECT. BOWIE RESOURCES, LLC <br /> W E TITLE: GOB PILE #3 DRYING/PLACEMENT LOCATION <br /> �ONE,SINCH OPERATIONAL SEDIMENTATION CONTROL PLAN <br /> DESIGNED BY: J.E.S. 02/27/14 DMG I.D. No. C - 1996 - 083 DWG. NAME: <br /> REVISED BY: T.K.B. 01/11/21 SCALE: <br /> NOT TO SCALE <br /> TR-122 -VOLUME XI,4b- 01/21 <br />