SECTION A -A
<br />7200
<br />LENGTH
<br />PHASE
<br />1 = 1250'
<br />PHASE
<br />II = 750'
<br />TOTAL
<br />= 2000'
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<br />+00
<br />SECTION A -A
<br />7200
<br />LENGTH
<br />PHASE
<br />1 = 1250'
<br />PHASE
<br />II = 750'
<br />TOTAL
<br />= 2000'
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<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
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<br />JUN , uli
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