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APPROXIMATE ELEVATION = 9453ft RISER SEGMENT 1 F DIA SDR11 PERFORATED <br />i 24" O.D. x 0.375" WALL ` " HDPE PRIMARY SOLUTION <br />CARBON STEEL (A53) '� \ <br />. 1 1 y <br />;r 1 4 •1 r.� ORE <br />J Y' 1 •�, <br />ONE LAYER 6" DIA, ' <br />_ f,1, v,i•' °�: PCPE PIPE BOTH ; = <br />ENDS TO BE <br />CAPPED <br />,1 <br />�,1. �S�>.r <` \ti •'� •TI •♦ ..'i,'.: ,.. ^mot.\ !. � C� • r� /1 -. >J <br />APPROXIMATE <br />ELEVATION 9352 FT <br />ORE`" ''1'y� roi�F )t •' <br />1 �'(LiSV�:. J � <p!' �. �j °•�y`"aY 1„t <br />%;x, t•,fltie,. .tea.•!. 1 � .a . , . � t r/ `a � ! � <br />w J <br />w <br />0 <br />Z� <br />0- <br />U w <br />w 8 <br />NZ <br />�w <br />ww <br />a <br />Q v <br />af w <br />3:a <br />w <br />(L <br />ow <br />J <br />J <br />0 <br />0 <br />F - -- <br />I <br />I <br />I <br />I Z <br />I � <br />0 <br />z <br />I v' <br />I <br />I o <br />I <br />I <br />z <br />2 <br />0 <br />z <br />RISER SEGMENT 2 <br />24" O.D. x 0.375" WALL <br />CARBON STEEL (A53) <br />21 <br />- - - -- A340 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />UPPER ROSCOE MOSS <br />COMPRESSION JOINT <br />I <br />I <br />II <br />RISER SEGMENT 3 <br />24" O.D. x 0.375" WALL <br />CARBON STEEL (A53) <br />J <br />Q <br />Z_ <br />* :m <br />• I�Iw i <br />ROSCOE MOSS <br />••r.•. ►; COMPRESSION JOINT <br />ROSCOE MOSS 24" O.D. x <br />STANDARD FLOW SHUTTER <br />r� rtr. <br />r•rSr <br />�r•r•r•r• <br />r•r•r <br />�r•r•r! <br />tr•r•r�r� <br />►�r�r� <br />rw.•.r�r,. SLOT) <br />.r. r. <br />f <br />��• 0 <br />2 FABRICATED COUPLER <br />WALL CARBON STEEL <br />PIPE (A53) <br />• <br />• <br />►•. <br />r•►•r�ez <br />rte• <br />r•� ���_. <br />36" DIA. SDR 21 HDPE <br />FABRICATED MANIFOLD <br />BLIND END <br />0 <br />. APPROXIMATE ELEVATION = 9337ft <br />I I <br />I - 10• I <br />36" DIA. SDR 21 L - -- --- - - - - -- ------ - - - - -- - - - - <br />.. J <br />FABRICATED MANIFOLD STEEL BASE PLATE <br />16" DIA. SCH. 40 10' x 10' x1" <br />20" DIA. SDR 17 CARBON STEEL (A36 <br />HDPE PIPE INLET PIPE (TYP. <br />AE HIGH VOLUME SOLUTION COLLECTION SYSTEM RISER <br />.330 2 0 2 4 FEET <br />" <br />t <br />nl <br />J <br />L <br />7 <br />9' TYP. -t <br />AE <br />A330 <br />20" DIA. SDR 17 <br />HDPE PIPE (TYP.) <br />/ AE <br />A350 - A330 <br />1-,, <br />A420) <br />28" DIA. SDR 11 <br />PERFORATED HDPE <br />PRIMARY SOLUTION <br />COLLECTION PIPES <br />(TYP.) <br />20" DIA. SDR 1 <br />HDPE PIPE <br />(TYP.) <br />24" DIA. VERTICAL RISERS (TYP.) <br />6" DIA PCPE ( PE <br />SP) PIPE BOTH <br />ENDS TO BE i <br />CAPPED SPACE 15• <br />_ NOMINALLY APART <br />�j <br />I <br />I <br />SQUAW GULCH VLF PUMP RISER LAYOUT <br />1 1 20 40 <br />r 10' TYP. _- <br />16" DIA. SCH. 40 <br />CARBON STEEL (A36) <br />INLET PIPE (TYP.) <br />20' TYP. <br />18 � HIGH VOLUME SOLUTION COLLECTION SYSTEM HEADER DETAIL <br />330 NTS <br />NOTES: <br />1. WRAP RISER PIPE WITH 100 mil LLDPE SMOOTH <br />GEOMEMBRANE TO REDUCE FRICTION BETWEEN PSSA <br />FILL AND RISER PIPE. <br />2. COMPRESSION JOINTS TO BE IN FULL EXTENSION <br />BEFORE BACKFILL. <br />3. WITH PRIOR APPROVAL FROM THE ENGINEER, <br />ADDITIONAL PIPE SPLICES MAY BE ALLOWED. ALL <br />PIPE SPLICES WILL REQUIRE COMPRESSION JOINTS <br />AS SHOWN IN DETAIL 21 ON DRAWING A340. <br />8' <br />END CAP <br />3 \ <br />SQUAW GULCH VLF PUMP RISER LAYOUT <br />1 1 20 40 <br />r 10' TYP. _- <br />16" DIA. SCH. 40 <br />CARBON STEEL (A36) <br />INLET PIPE (TYP.) <br />20' TYP. <br />18 � HIGH VOLUME SOLUTION COLLECTION SYSTEM HEADER DETAIL <br />330 NTS <br />NOTES: <br />1. WRAP RISER PIPE WITH 100 mil LLDPE SMOOTH <br />GEOMEMBRANE TO REDUCE FRICTION BETWEEN PSSA <br />FILL AND RISER PIPE. <br />2. COMPRESSION JOINTS TO BE IN FULL EXTENSION <br />BEFORE BACKFILL. <br />3. WITH PRIOR APPROVAL FROM THE ENGINEER, <br />ADDITIONAL PIPE SPLICES MAY BE ALLOWED. ALL <br />PIPE SPLICES WILL REQUIRE COMPRESSION JOINTS <br />AS SHOWN IN DETAIL 21 ON DRAWING A340. <br />8' <br />END CAP <br />