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'1 <br />'1 <br />I <br />) <br />I <br />I <br />I <br />I <br />1 <br />i <br />NOTE: <br />TWO COLLECTION DITCH LEAK DETECTION <br />SUMPS REQUIRED. ONE TO BE LOCATED AT <br />LOW POINT NORTH OF COLLECTION CHANNEL <br />AND THE OTHER AT LOW POINT SOUTH OF <br />COLLECTION CHANNEL. <br />6' MIN. <br />2' MIN. <br />TYPICAL ANCHOR <br />TRENCH SEE <br />DETAIL 6 <br />DETAIL 10 <br />COLLECTION DITCH LEAK DETECTION SUMP PLAN <br />(NOT TO SCALE) <br />I OF TYPE 6 <br />MATERIAL <br />REMOVABLE <br />SLIP CAP <br />HDPE PIPE BOOT <br />FUSED TO TOP LINER <br />60 MIL. HDPE UPPER LINER <br />6" DIA. HDPE RISER <br />\ PIPE (SOLID) <br />6• <br />1' <br />SEEPAGE COLLECTION DITCH <br />Tmmiu <br />OEONET'\�� <br />t' MIND 40 MIL. VLDPE <br />LOWER LINER <br />6' INCH <br />LINER OVERLAP <br />(TYPICAL BOTH SIDES, 10' <br />TOP AND BOTTOM) <br />30' <br />(TYP.) � � 24" <br />WELD 60 mil HDPE <br />TRENCH COVER TO <br />60 mil HDPE UPPER LINER <br />I <br />STRAPS FOR <br />` X10' DIA. HDPE LEAK <br />TYPE 3 FILL DETECTION RISER <br />6" DIA. SENSOR PIPE. SEE DRAWING 9023- 1- S10 -01 3 EA. 24" HDPE <br />FOR INSTRUMENT DETAILS PIPE "SLEEVES" <br />SECTION A -A' <br />24" SOLUTION RECOVERY RISER SLEEVES SECTION <br />(NOT TO SCALE) <br />GRADE TRANE <br />3:1 TO 8:1 SL( <br />24' DIA. SOLUTI( <br />RISER PIPE <br />,�'�'' 16" MIN. <br />16" /�jy�/ /j/ OVERLAP <br />7 TYPE 8 SUMP <br />MATERIAL <br />HOPE END CAP <br />6" DIA. HDPE RISER PIPE <br />SLOTTED WITHIN SUMP AND <br />WRAPPED W /FILTER FABRIC <br />DETAIL ti <br />COLLECTION DITCH LEAK DETECTION SUMP PROFILE <br />(NOT TO SCALE) <br />COLLECTION POND <br />60 mill HDPE <br />UPPER LINER <br />HDPE END <br />60 mll HDPE f I <br />DOUBLE LOWER LINER 6.6' \ <br />1 l_ <br />GEONET BETWEEN 3 <br />LINERS <br />PREPARED LINER FOUNDATION <br />TYPE 3 MATERIAL <br />II II <br />I I I <br />LINED DITCH TO PUMP <br />6' DIA. SENSOR PIPE HOUSE, SEE DWG. 14711-107 <br />109 <br />PLAN <br />SOLUTION RECOVERY AND LEAK DETECTION SWI) <br />)NOT TO SCALEI <br />24" DIA. CMP <br />2 2 <br />SEDIMENT CONTROL BERM <br />� (MATERIAL TYPE 11 <br />40 mil VLDPE IMPOUNDMENT LINER <br />SUPPLEMENTAL Co mil. 60 MIL HDPE UPPER LINEi <br />HDPE SUMP COVER \ (SOLID) 10" DIA. HDPE RISER PIPE <br />FILTER FABRIC PERFORATED 24 <br />/FILTER 10" DIA. HDPE PIPE <br />TYPE 6 <br />"—SUMO MATERIAL ��►� / 1 <br />/ 3 <br />SLIP CAP <br />(REMOVABLE) <br />HDPE PIPE BOOT <br />FUSED TO TOP LINER <br />EMBANKMENT CREST <br />ELEVATION - 6462.0' <br />GEONET <br />BETWEEN 2• <br />LINERS <br />60 mli HDPE <br />LOWER LINER <br />"v <br />10' DIA. HDPE RISER PIPE <br />SLOTTED WITHIN SUMP AND <br />WRAPPED IN FILTER FABRIC <br />16' z 10' SUMP FLOOR <br />PREPARED LINER FOUNDATION <br />TYPE 3 MATERIAL <br />SECTION B -B' <br />COLLECTION POND LEAK DETECTION SUMP DETAIL <br />(NOT TO SCALE) <br />REMOVABLE SLIP CAP <br />SUPPLEMENTAL 60 mil. INTAKE WITH (TYPICAL EACH SIDE) <br />GEONET HDPE SUMP COVER GEONET COVER <br />WELD 3 WELD 6 EA. <br />COLLECTION <br />PIPE BOOTS TS PIPE BOOTS <br />POND 18" MIN. 60 mill HDPE <br />TRENCH COVER 6' MIN. <br />60 mil HDPE UPPER LINER <br />TYPE 3 <br />1 464_,-_� MATERIAL GEONET <br />ROUGH 60 ml) HDPE LOWER LINER <br />SHEET <br />;TION <br />L10' <br />3 EA. P -3406 HOPE <br />FABRICATED 90' ELL 3 EA. 24" DIA. HDPE PIPE <br />IN TRENCH INTAKES ROUTED <br />THROUGH LEAK DETECTION <br />SUMP <br />SECTION C -C' <br />24" SOLUTION RECOVERY RISER SLEEVES PROFILE <br />(NOT TO SCALE) <br />59' <br />60 mll HDPE PIPE LOCATION SHOWN 60 mil HDPE <br />LINER FOR REFERENCE ONLY LINER <br />1L— ✓ TYPE 6 <br />3 •" : : : : :� :. : :..... /'•ii(r s 'FiiF.��i :iii :� : {�� 3 1 3.5' - MATERIAL 3 1 <br />GEONET <br />:. <br />10" 12. TYPE 3 BETWEEN <br />IMIN.1 MATERIAL 60 mll HDPE LINERS <br />60 mil HDPE UPPER LINER <br />LOWER LINER <br />SECTION D -D' <br />MATERIAL TYPE DISTRIBUTION SECTION <br />(NOT TO SCALE) <br />TOP OF PUMP HOUSE PAD <br />ELEV. 8460' \ <br />3" BEDDING <br />TYPE 6 MATERIAL <br />i <br />DETAIL 7 <br />DETAIL 12 <br />24" CULVERT PROFILE <br />(NOT TO SCALE) <br />BOTTOM OF 2' MIN, <br />DIVERSION DITCH CDVER <br />�-- <br />0.25% 1 ) r r <br />INVERT ELEV. <br />8456.0' <br />ENGINEER <br />iZF <br />R <br />.t ^^ <br />11141t. il <br />r <br />r <br />PREPARED FOR: <br />BATTLE G4OUNTAIN <br />RESOURCES INC. <br />TITLE <br />COLLECTION POND AND <br />COLLECTION DITCH <br />LEAK. DEMOTION DETfILS <br />Permit Number <br />Class: 17Permit <br />Section/Exhibit: <br />e <br />� Class: p.uovision <br />T e/Se <br />m a <br />� <br />I, �.ttLT _ <br />------ (- p <br />Class: D Report O Hydro OGeneml plisAu►J6 1471 —6a <br />Doc Type: <br />--Appli-ation -------------------------------lnspec-------------------- <br />OApplication (Coal only) ❑ Bond O Enforcement ❑Inspection <br />No. <br />DESCRIPTION <br />A <br />ISSUED FOR BID <br />Z <br />CULVERT CHANGED <br />O <br />1 <br />ISSUED FOR CONSTRUCTION <br />2 <br />REVISED DETAIL 7 <br />3 <br />AS -BUILT <br />W <br />PREPARED BY: <br />STEFFEN ROBERTSON do KIRSTEN (U.S.) <br />Consulting Engineers & Scientists <br />SCALE AS -SHOWN REVISION <br />DRAWING No. <br />147111 -109 <br />DESIGNED R.F. 1/69 <br />DRAWN D.B. 1 /69 <br />CHECKED R.D. 1/69 <br />APPROVED <br />APPROVED <br />R.D. 4/60 <br />R.D. 6/60 <br />K.P. 7/90 <br />R.D. 8/90 <br />R.D. 1/91 <br />II DI�pplllilil111Ni��M1111�iIH <br />J <br />