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SECTION A -A <br />7200 <br />LENGTH <br />PHASE <br />1 = 1250' <br />PHASE <br />II = 750' <br />TOTAL <br />= 2000' <br />i <br />I...:. <br />_ -. <br />7200 <br />_ <br />__ _ _ <br />_ _ <br />_ _ <br />_ <br />_ <br />___ <br />7200- <br />-- -- - -- <br />__. <br />_ <br />{ <br />__ <br />-- - -- - <br />- _ <br />_ <br />_ <br />7200 <br />:_,._ <br />7150 <br />_ _ <br />___ __,__ _. <br />_ , <br />__._ <br />___. _ <br />_ <br />_ <br />___ <br />_, _._____. <br />___ ........ <br />_ . .. . . . <br />....... _ _ <br />_.. <br />__ <br />_ , _ , _ _ . _ _. <br />__ _ . <br />7150 <br />7150 <br />= :� <br />71 00 <br />7100 <br />7 <br />150 <br />7050 <br />7050 <br />, <br />I. .._... <br />I ... <br />h_. <br />7100 <br />t,. <br />._.._,..__,_ <br />1 <br />__,_._ <br />_ ___ <br />_ _..._ , ____ <br />_ __. <br />____ __ <br />_..___ <br />__ <br />___ <br />I <br />L .. <br />_..___.____ <br />___ <br />_�.__ <br />__ <br />___. <br />_ <br />_ .. ..... <br />. . .. <br />.. _.___ <br />. � _ <br />v -- _ <br />_ <br />- - - - _ _ <br />____.� � , _.._ <br />_ <br />_, . __._. <br />_. ; ._ <br />._ _ �. _ . <br />7100 <br />_ _�__ <br />__,_, �,,..___. <br />_ <br />_____. <br />____ _ <br />_ <br />NN _ <br />------ <br />. <br />_.__ _m,___ <br />_. <br />_jT� <br />m___.. <br />_ ._ . <br />m_ <br />______ <br />, <br />_ ____ <br />_..I...___.. <br />__ _ <br />_ ._:__ <br />_ <br />__. _. _a <br />___ <br />n _ <br />_ <br />_....__.___ <br />..._..___ <br />___ <br />...._.__ ____, <br />_ <br />u_ <br />I _...._ ... <br />_._ ...._._...___._ <br />__. <br />, ... <br />----------- <br />{ <br />{ <br />>, <br />7050 <br />_. _._ <br />_______ <br />._ <br />____ _._____ <br />_ <br />_____„ __ <br />___.__ __ <br />__:._.___ <br />_._.._.__.. m__.. <br />__ <br />__.__ <br />__ -- <br />_ <br />-.- __ __ __. <br />_....EXISTING <br />.GRADE <br />__. <br />_ <br />_.. <br />_. _. <br />r <br />is __ <br />7050 <br />7000 <br />r <br />I ..... <br />- <br />_ <br />6900 <br />- <br />__.....___ <br />_ .,..m_, <br />,_ _ _._ . <br />_ <br />-- ___�.. <br />_- <br />.. <br />_. <br />__,.... <br />_ <br />_ <br />_ <br />_ <br />_ _ <br />} <br />__._. <br />- <br />_ <br />___ _m - <br />_ : <br />70oa <br />...r <br />`__,....__�... <br />::.. a <br />I ._ —.__ <br />._.. <br />- - <br />6850--_ <br />6950 <br />.... .__ <br />__..._ 1. . ...,._L.. <br />_ <br />..___.._...... <br />_ ;- <br />.._._� <br />._o.. <br />....- <br />6850 <br />_... .,._ _.._.. <br />..._.._ _.___ <br />6950 <br />6800 <br />NDERDRAI <br />OUTL -T__ <br />____.___. <br />__ _ <br />.._____ <br />_ _ <br />.., .. <br />_.._.___..__._. <br />_ . __.._____ <br />_E <br />_ <br />I <br />6800 <br />:__.._.. <br />I <br />6750 <br />F <br />6900 <br />_ _._. � <br />6900 <br />._.__. <br />__n____ ___.. � <br />_� __ <br />� __. <br />_ _..._ <br />_ <br />_ <br />=_ <br />— <br />750 <br />0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 <br />6850 <br />_._,__ <br />6850 <br />h <br />6800 <br />_______ <br />_ <br />_ <br />___ _., <br />__ _ <br />_ <br />,..____ <br />_ <br />_ __ <br />_ ._ <br />_ <br />Mu <br />__... _ <br />__.._.., ,__. <br />_ _. <br />6800 <br />6750..- <br />-__._. <br />0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 <br />+00 11 +00 12 +00 13 +00 <br />14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 <br />+00 <br />SECTION A -A <br />7200 <br />LENGTH <br />PHASE <br />1 = 1250' <br />PHASE <br />II = 750' <br />TOTAL <br />= 2000' <br />i <br />I...:. <br />_ -. <br />7200 <br />_ <br />__ _ _ <br />_ _ <br />_ _ <br />_ <br />_ <br />___ <br />-___ - - - -- _ <br />-- -- - -- <br />_____. <br />__. <br />_ <br />- <br />__ <br />-- - -- - <br />- _ <br />_ <br />_ <br />:_,._ <br />7150 <br />_ _ <br />___ __,__ _. <br />_ , <br />__._ <br />___. _ <br />_ <br />_ <br />___ <br />_, _._____. <br />___ ........ <br />_ . .. . . . <br />....... _ _ <br />_.. <br />__ <br />_ , _ , _ _ . _ _. <br />__ _ . <br />7150 <br />= :� <br />71 00 <br />7100 <br />7050 <br />7050 <br />, <br />I. .._... <br />I ... <br />h_. <br />1 <br />7000 <br />I <br />L .. <br />L_: ___ <br />_�.__ <br />_____._ <br />___. <br />_ <br />_ < <br />_._.'.___.__.. <br />__ __._..__ <br />. � _ <br />v -- _ <br />__ -_, _- - <br />- - - - _ _ <br />____.� � , _.._ <br />. _, ______ <br />_, . __._. <br />_. ; ._ <br />._ _ �. _ . <br />I <br />_ _�__ <br />__,_, �,,..___. <br />_ � _ <br />7000 <br />NN _ <br />I <br />j <br />69501 <br />>, <br />_ <br />I <br />€ <br />_ <br />- <br />6950 <br />is __ <br />_ <br />6900 <br />� <br />_. <br />__ <br />_ <br />_ <br />6900 <br />...r <br />`__,....__�... <br />::.. a <br />I ._ —.__ <br />._.. <br />- - <br />6850--_ <br />.... .__ <br />__..._ 1. . ...,._L.. <br />_ <br />..___.._...... <br />_ ;- <br />.._._� <br />._o.. <br />....- <br />6850 <br />_... .,._ _.._.. <br />..._.._ _.___ <br />6800 <br />NDERDRAI <br />OUTL -T__ <br />____.___. <br />__ _ <br />.._____ <br />_ _ <br />.., .. <br />_.._.___..__._. <br />_ . __.._____ <br />I <br />6800 <br />6750 <br />_ _._. � <br />_._a..�,: <br />__n____ ___.. � <br />_� __ <br />� __. <br />_ _..._ <br />_ <br />_ <br />=_ <br />— <br />750 <br />0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 <br />SECTION B -B <br />FILTER LAYER 11, MIN 3 FT THICK <br />Dso /Dio <3/8" #200 <20% <br />FILTER LAYER I, MIN 3 FT THICK <br />Dso /Dlo <2" #200 <5% <br />DRAIN ROCK, D50 = 9" <br />MIN 50 SF - <br />EXISTING GRADE AFTER <br />SOIL COVER REMOVAL <br />I--- 15' MIN <br />UNDERDRAIN SECTION A -A <br />NTS <br />DRAIN <br />LENGTH <br />PHASE <br />1 = 1250' <br />PHASE <br />II = 750' <br />TOTAL <br />= 2000' <br />3' MIN 18 —�-I <br />3' MIN <br />n <br />6' MIN <br />EXTEND DRAIN ROCK <br />MIN 18' BEYOND COVER <br />A <br />MIN 4' COVER <br />3 ,1 <br />FI LTER LAYER 11 <br />FILTER LAYER I <br />DRAIN ROCK <br />A <br />EXISTING GRADE AFTER <br />SOIL COVER REMOVAL <br />UNDERDRAIN OUTLET SECTION <br />NTS <br />NOTES: <br />1. PROPOSED CHANNEL ALIGNMENT AND DESIGN FOR <br />20 MILLION CUBIC YARD EXPANSION PROVIDED IBY <br />HYDRO — ENVIRONMENTAL SOLUTIONS, INC. <br />REVISIONS <br />vz v01� <br />JUN , uli <br />Qj�lSlOn OT <br />g ln9 and Safety <br />