Laserfiche WebLink
[PSSA PLAN VIEW Scale in Feet <br />8 0 50" 100 <br />100 feet 200 �ORTB <br />_ 2' MIN. DRAIN <br />COVER FILL <br />�80 MIL TEXTURED (TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />1' MIN. SOIL <br />LINER FILL EXTRUSION WELD <br />12' <br />CONSTRUCTION BENCH 100 MIL SMOOTH LLDPE TOP <br />GEOMEMBRANE <br />4' MIN. OVERLAP <br />O <br />O o 0 0 0 0 0 <br />O O EL. 9624.0' <br />1' MIN. SOIL <br />2.5 llllltlllllllllll 0 LINER FILL <br />lllllllllllllllll <br />lllllllllllllllll <br />1L— lllllllllllllllll <br />2.5 MAX. illlllllllllllll 0 <br />SEE DETAIL 2 illllllllil 111 <br />G lllil 111 llllll <br />ll „llllllllllll 3' MIN. LOW <br />100 MIL TEXTURED lllllllllllllllll %1111 VOLUME SOLUTION <br />TEXTURED FACE DOWN LLDPE lllllllllllllll COLLECTION FILL <br />a 09 <br />( ) llllllllll <br />BOTTOM GEOMEMBRANE llllll <br />3' MIN. LOW VOLUME l llllliltttiltllllllillltilillilllllll <br />lllllllllllllllllllllllllllllllllll <br />SOLUTION COLLECTION FILL l 1 1 1 1 t i l l <br />2.5 <br />PHASE IV PSSA - SLOPE SECTION A -A' FOR STRUCTURAL FILL A14D NATURAL GROUND <br />Scale in Feet <br />0 2.5 5 10 <br />1 " =5feet <br />ENGINEER'S STAMP <br />T � <br />,���•�a� F. (r,AO Fla, <br />e <br />CL- <br />1 0 <br />80 MIL TEXTURED (TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />EXTRUSION WELD <br />4' MIN. OVERLAP <br />3' <br />lllltT <br />)mil l <br />4' MIN. J 2' MIN. <br />LEGEND <br />-- — EXISTING TOPOGRAPHY <br />REGRADED SURFACE <br />=t ={ =t =t= CREST OF PSSA <br />— -- 4" DIAMETER HIGHWAY PCPE GRADE LOW <br />VOLUME SOLUTION COLLECTION PIPES PLACED <br />BENEATH TOP GEOMEMBRANE. PIPES PLACED <br />ON BOTTOM OF PSSA. LOCATION OF PIPES ARE <br />APPROXIMATE <br />APPROXIMATE LIMITS OF PSSA END BERM <br />NOTES <br />1. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC., <br />BASE ON TOP OF SOIL LINER FILL AS —BUILT SURVEY FOR <br />PHASE I, II, & 1999 PHASE III. ALL OTHER AREAS WERE <br />BASED ON FEBRUARY 1998 AND DECEMBER 1999 GROUND SURVEYS <br />AND THE 1998 AERIAL SURVEY. 2000 PHASE III AND PROPOSED <br />PHASE IV REGRADING IS DEVELOPED BY GOLDER ASSOCIATES INC. <br />2. PSSA REFERS TO PREGNANT SOLUTION STORAGE AREA. <br />100 MIL LLDPE TOP <br />GEOMEMBRANE <br />100 MIL LLDPE <br />BOTTOM GEOMEMBRANE <br />DOUBLE LINER ANCHOR TRENCH DETAIL <br />NOT TO SCALE <br />NO. I REVISION DESCRIPTION Tm DR TMG LS NOT APPROVED I DATE BY <br />UNLESS LAST REVISION S RAND TWITEN <br />ISSUED FOR PERMIT <br />ISSUED FOR CLIENT REVIEW <br />2/29/00 <br />MAID 9 2000 <br />Pennit # M- 1980 -244 <br />Amendement No. 8 March 7f, 2000 <br />AP'VD j <br />IF Cripple Crack E Victor Cold FgLdne Company <br />Cresson Project <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />7TTLe <br />P'rIASE IV PSSA IIIIIIIIIIInlllnlnlulfilllulll <br />LAYOUT AND DEALS 19512 <br />JFL 200 UMON BLVD. SUITE 800, ]LAKEWOOD,` COLORADO 00228 <br />DB ' FEB. 2000 <br />JFL JOB No- 993 -2099 <br />JFL DIa1TAL Na- D036 <br />JFL <br />AS SHOWN DRa REV <br />2099DO36 8 B <br />