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I� <br />m .. <br />a) <br />aU) <br />o a <br />U� <br />E I Ii <br />a <br />E <br />m <br />#I co E m <br />E E Z 0 .� <br />Q- U 0 <br />0 <br />III,u61oIlLJ 1— hII�I�IIJ <br />8 <br />s <br />� I <br />GATE <br />PUMPING <br />I VAULT <br />\ <br />BMRI RANCH PROPERTY <br />BOUNDARY <br />\1 <br />\ <br />DIVERSION <br />\ BERM <br />0o +9oz <br />0 <br />Iy 4Z <br />�£Zy +VyZ tB <br />DIVIDER <br />BERM <br />\ SECTION <br />\\IRRIGATION <br />POND <br />\\ <br />MAXIMUM <br />EMBANKMENT <br />}/ SECTION <br />N � ` <br />i <br />SCALE IN FEET <br />O 160 % ,\ <br />1s BMRI IRRIGATION PONDS \ <br />10 13 <br />0 <br />16 FT. <br />ORIGINAL <br />GROUND 2% CREST SLOPE <br />SURFACE ° ° ° EL. 8168.0 <br />0 0000 <br />13 EMBANKMENT <br />FILLA�Q.p °o <br />L <br />STATUTORY EMBANKMENT ASSUMED 0.5 FT. <br />HEIGHT = 9 FT. STRIPPING DEPTH <br />LINER 13 <br />SECTION 1314 <br />LIMIT OF EXCAVATION <br />MAXIMUM EMBANKMENT <br />SECTION A -A' <br />WILDLIFE EXCLUSION 1 <br />`FENCE TYPICAL DETAIL 13 t <br />i <br />\\ <br />k � <br />(GATE <br />DIVERSION <br />BERM <br />SECTION <br />A' <br />EMBANKMENT CREST EL. 8168.0 <br />30 FT. <br />D L <br />FT. <br />16 FT. <br />R20 FT. <br />(WP.) <br />16 FT PUMP DISCHARGE TO CENTER PIVOTS <br />87 FT. 14 <br />GATE <br />PUMPING <br />VAULT <br />POND BOTTOM <br />00 I <br />INTAKE RISER <br />1 INTAKE PIPE <br />�' <br />SAFTEY 15 <br />FENCING 1314 <br />POND BOTTOM <br />DIVIDER BERM <br />CREST EL. 8159.0 <br />IRRIGATION PIPELINE <br />(FROM WEST PIT WELLS) <br />11 PUMPING VAULT <br />313 DETAILED PLAN VIEW <br />8' x'10' RECTANGULAR <br />PUMPING VAULT <br />8 FT. 12 FT. 7 <br />EL. 8168.0 <br />J <br />EMBANKMENT FILL <br />1% MIN <br />LIMIT OF <br />:CAVATION <br />16 FT, <br />EMBANKMENT FILL <br />DIVIDER BERM <br />SECTION B -B' <br />C' <br />8159.0 LINER 13 <br />� SECTION 13 14 <br />DIVIDER BERM <br />LINER 13 <br />SECTION <br />13 14 <br />0 <br />° °o°° o <br />0000 00000° <br />° °o °o °o„o„o„o„o_<— EL. 8159.0 <br />SLUICE GATE VALVE 8" IRRIGATION PIPELINE <br />OVER PIPE INTAKE PIPE FT. FROM WEST PIT <br />2 <br />PUMPING VAULT <br />13 13 PUMPING VAULT SECTION C -C' <br />PUMPING VAULT <br />8 IN. SDR 17 2 FT. <br />OVERFLOW PIPE <br />EXSEaO�O�NO � <br />16 FT. <br />D BOTTOM <br />POND CREST <br />EL. 8168.00 <br />GATE VALVE <br />16 FT. <br />10 FT. <br />FT. <br />EL. 8168.0 <br />INVERT EL. 8149.0 <br />5 <br />11— <br />EMBANKMENT <br />FILL <br />VAULT BOTTOM EL. 8147.0 <br />DIVERSION <br />BERM CREST <br />EL. 8177.00 <br />LINER 13 <br />SECTION 1314 <br />PUMPING VAULT <br />NG VAULT SECTI! <br />16 FT. <br />(MIN.) <br />EMBANKMENT <br />FILL <br />ASSUMED 0.5 FT. <br />STRIPPING DEPTH <br />DIVERSION BERM <br />SECTION E -E' <br />24" SDR 17 HDPE INTAKE PIPE <br />p INTAKE <br />1 RISER <br />10 (MIN) <br />—�1 <br />D' <br />POND BOTTOM <br />EL. 8150.0 +/- <br />POND BOTTOM <br />(ELEVATION VARIES) <br />ORIGINAL <br />GROUND <br />SURFACE <br />JUL 2 0 2106 <br />Division sf PlAmerels and Geulo9y <br />LEGEND NOTES <br />DRAFT <br />FOR DISCUSSION <br />PURPOSES ONLY <br />REVISIONS <br /># DESCRIPTION <br />o pya <br />QA ISSUED FOR REVIEW 1116M SLT TEK <br />DATE <br />FEBRUARY2006 <br />PROJECT <br />212100 <br />TASK NUMBER <br />ea <br />GATE <br />PUMPING <br />I VAULT <br />\ <br />BMRI RANCH PROPERTY <br />BOUNDARY <br />\1 <br />\ <br />DIVERSION <br />\ BERM <br />0o +9oz <br />0 <br />Iy 4Z <br />�£Zy +VyZ tB <br />DIVIDER <br />BERM <br />\ SECTION <br />\\IRRIGATION <br />POND <br />\\ <br />MAXIMUM <br />EMBANKMENT <br />}/ SECTION <br />N � ` <br />i <br />SCALE IN FEET <br />O 160 % ,\ <br />1s BMRI IRRIGATION PONDS \ <br />10 13 <br />0 <br />16 FT. <br />ORIGINAL <br />GROUND 2% CREST SLOPE <br />SURFACE ° ° ° EL. 8168.0 <br />0 0000 <br />13 EMBANKMENT <br />FILLA�Q.p °o <br />L <br />STATUTORY EMBANKMENT ASSUMED 0.5 FT. <br />HEIGHT = 9 FT. STRIPPING DEPTH <br />LINER 13 <br />SECTION 1314 <br />LIMIT OF EXCAVATION <br />MAXIMUM EMBANKMENT <br />SECTION A -A' <br />WILDLIFE EXCLUSION 1 <br />`FENCE TYPICAL DETAIL 13 t <br />i <br />\\ <br />k � <br />(GATE <br />DIVERSION <br />BERM <br />SECTION <br />A' <br />EMBANKMENT CREST EL. 8168.0 <br />30 FT. <br />D L <br />FT. <br />16 FT. <br />R20 FT. <br />(WP.) <br />16 FT PUMP DISCHARGE TO CENTER PIVOTS <br />87 FT. 14 <br />GATE <br />PUMPING <br />VAULT <br />POND BOTTOM <br />00 I <br />INTAKE RISER <br />1 INTAKE PIPE <br />�' <br />SAFTEY 15 <br />FENCING 1314 <br />POND BOTTOM <br />DIVIDER BERM <br />CREST EL. 8159.0 <br />IRRIGATION PIPELINE <br />(FROM WEST PIT WELLS) <br />11 PUMPING VAULT <br />313 DETAILED PLAN VIEW <br />8' x'10' RECTANGULAR <br />PUMPING VAULT <br />8 FT. 12 FT. 7 <br />EL. 8168.0 <br />J <br />EMBANKMENT FILL <br />1% MIN <br />LIMIT OF <br />:CAVATION <br />16 FT, <br />EMBANKMENT FILL <br />DIVIDER BERM <br />SECTION B -B' <br />C' <br />8159.0 LINER 13 <br />� SECTION 13 14 <br />DIVIDER BERM <br />LINER 13 <br />SECTION <br />13 14 <br />0 <br />° °o°° o <br />0000 00000° <br />° °o °o °o„o„o„o„o_<— EL. 8159.0 <br />SLUICE GATE VALVE 8" IRRIGATION PIPELINE <br />OVER PIPE INTAKE PIPE FT. FROM WEST PIT <br />2 <br />PUMPING VAULT <br />13 13 PUMPING VAULT SECTION C -C' <br />PUMPING VAULT <br />8 IN. SDR 17 2 FT. <br />OVERFLOW PIPE <br />EXSEaO�O�NO � <br />16 FT. <br />D BOTTOM <br />POND CREST <br />EL. 8168.00 <br />GATE VALVE <br />16 FT. <br />10 FT. <br />FT. <br />EL. 8168.0 <br />INVERT EL. 8149.0 <br />5 <br />11— <br />EMBANKMENT <br />FILL <br />VAULT BOTTOM EL. 8147.0 <br />DIVERSION <br />BERM CREST <br />EL. 8177.00 <br />LINER 13 <br />SECTION 1314 <br />PUMPING VAULT <br />NG VAULT SECTI! <br />16 FT. <br />(MIN.) <br />EMBANKMENT <br />FILL <br />ASSUMED 0.5 FT. <br />STRIPPING DEPTH <br />DIVERSION BERM <br />SECTION E -E' <br />24" SDR 17 HDPE INTAKE PIPE <br />p INTAKE <br />1 RISER <br />10 (MIN) <br />—�1 <br />D' <br />POND BOTTOM <br />EL. 8150.0 +/- <br />POND BOTTOM <br />(ELEVATION VARIES) <br />ORIGINAL <br />GROUND <br />SURFACE <br />JUL 2 0 2106 <br />Division sf PlAmerels and Geulo9y <br />LEGEND NOTES <br />DRAFT <br />FOR DISCUSSION <br />PURPOSES ONLY <br />REVISIONS <br /># DESCRIPTION <br />o pya <br />QA ISSUED FOR REVIEW 1116M SLT TEK <br />DATE <br />FEBRUARY2006 <br />PROJECT <br />212100 <br />TASK NUMBER <br />5 <br />LDD PROJECT <br />212100 FARM PIPLE /NE <br />DRAWN BY <br />SLT <br />PROJECT <br />ENGINEER <br />TEK <br />CHECKED BY <br />TEK <br />POND GRADING PLAN <br />SHEET NUMBER: IREVISIONNUMBER <br />: <br />13 A <br />PREPARED BY. <br />TELESTO <br />o,�.,o..- „I�.I..,,Eo <br />PREPARED FOR: <br />