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<br />NOTE:
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<br />1. SEE INFILTRATION BASlN DETAILS FOR CONSJRUCTION
<br />SEQUENCING.
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<br />2. lNSTALL CONTROL.MEASURES WHERE APPLICABLE
<br />PRlOR TO EARTHWORK-
<br />
<br />3. ALL WORK TO CONFORM WITH RlCE CREEK WATERSHED
<br />RULES AND REGULATIONS.
<br />
<br />BORING NO. # 1 MEI
<br />ELEVATION 902.00
<br />
<br />BORING NO. # 4 MEI
<br />ELEVATION 900.00
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<br />I Oar\( Brown Sand w!SlJt
<br />~:g Dark Brown Silly Oay
<br />Brown Sand Rne to Med Grained
<br />6.0 GreySandw/Mottles
<br />80 Grey Sand w/Silt
<br />8:5=:1::= Wet-E.O.B.(8.si
<br />
<br />1 0 + Topsoil - Dark BrownjBlack SUly Sand
<br />"' I Dark Brown! Black Sandy W/SIII
<br />Brown Sand Fine to Mad Gramed
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<br />BORING NO. # 2 MEI
<br />ELEVATION 904.00
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<br />BORING NO. # 5 MEI
<br />ELEVATION 902.50
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<br />1.0 Topsail - Dark Brown Sandy
<br />Brown Sand Fine to Mad Grained
<br />4.0 Wet-E.O.B.(4'}
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<br />1.0 Topsoil-Oark8rown/BlackSandy
<br />2.5 Brown Sand Rne to Mad Grained
<br />Brown Sand wIRed Mottles
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<br />11.0
<br />12.0T
<br />lS.0T
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<br />Brown Clay wfTrace of Sand
<br />Brown Sand Rne to Mad Grained
<br />Wet-E.O.B.(131
<br />
<br />BORING NO. # 3 MEI
<br />ELEVATION 904.00
<br />
<br />BORING NO. # 6 MEI
<br />ELEVATION 904.00
<br />
<br />1.0
<br />
<br />Topsoil-DarkBrown/BlackSandy
<br />Brown Sand Fine to Med Grained
<br />Wet-E.O.B.(4'}
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<br />1.0
<br />4.0
<br />6.0
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<br />Topsoil- Dark BrowolBlack Sand
<br />Brown Sand w{SiIl
<br />Brown Sand Fineto Med Grained
<br />Brown Sand Fme to Med Grained
<br />w!Motl!es and Trace of Silt
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<br />4.0
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<br />16.0
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<br />Dark BroWl1 Sand Coarse to Med
<br />18.01 Wet-E.O.8.(181
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