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f;l <br />0 .., <br />~ <br />~ <br />" § <br />15 <br />ill <br />i;' <br />~ ~ <br />Sl <br />i ;; <br />ill :::-~ <br />STEEL FENCE POST (T-POST), <br />MINIMUM 5' LONG, <br />6' MAXlMUM SPACING. <br />~ <br />WOVEN MONOFlLAMENT GEOTEXllLE <br />FABRIC PER MNOOT 38B6-1 <br />(36" WI01H) -OVERLAP TOP 6" OF <br />FABRIC ANO FASTEN AT 2' INTERVALS <br />MACHINE SLICE <br />8"-12' DEPTH (PLUS 6' FLAP) <br />TRENCH MUST BE COMPACTED BY <br />LIGHT EQUIPMENT PRIOR TO <br />PLACEMENT OF STEEL POSTS. <br />·.-.7]:··.·.:· <br />·. _' _.· .. .' · .... : : :: . 24" MINIMUM <br />_:. : , , :. • ·_-· • POST EMBEOMENT <br />: .. ·: . <br />THE MACHINE SLICED METHOD (THIS DETAIL) IS 1HE STANDARD SILT <br />FENCE INSTALLATION ME'THOO. HEAVY-DUTI (ER0-18) DR <br />STANDARD (ER0-1 C) SILT FENCE INSTALLA llON METHODS SHOULD <br />ONLY BE USED WHEN APPROVED OR DIRECTED BY THE Cln'. <br />MACHINE SLICED SILT FENCE <br />NO SCALE <br />8" CL. 5 AGG. BASE <br />GEO TEXTILE FABRIC <br />TYPICAL SECTION <br />NO SCALE <br />I <br />///.,JI <br />I :::J; I <br />I <br />I <br />I <br />I <br />Ir< I ...s <br />I 'Z <br />/~ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I --..J II <br />I <br />I!~- <br />/ / // r / <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />---- <br />I.,,..,.,,.., .,,..,----~-r _.,,.., <br />/ <br />I <br />;----- <br />/ -- <br />---33;..9 --- <br />----- <br />~--- <br />----..r -- <br />AREAS <br />S, uare Feet <br />STATION <br />CUT FJU <br />1+00 3.70 0.76 <br />1+06.40 2.36 0.43 <br />1+10 1.98 1.15 <br />1+20 2.62 0.35 <br />1+30 2.50 0.42 <br />1+40 1.83 0.64 <br />1+50 1.62 0.99 <br />1+60 3.92 0.23 <br />1+70 12.95 0.00 <br />1+80 1.60 0.93 <br />1+83.44 0.0.0 0.00 <br />-- <br />-----.,,--------.fLOOD PLAIN MITIGATION 11 CU )'.OS--- <br />;, ---- <br />EDGE OF WETLAND -930.5 __ ---/ <br />______ __.,. - <br />-- <br />VOLUMES <br />Cubic Yards <br />CUT FILL <br />0.79 0.11 <br />0.29 0.11 <br />0.85 0.28 <br />0.95 0.14 <br />0.80 0.20 <br />0.64 0.30 <br />1.03 0.23 <br />3.13 0.04 <br />2.69 0.17 <br />0.10 0.06 <br />0.00 0.00 <br />- <br />587 SQ, FT. <br />" " '-.. <br />' <br />CUMULATIVE VOLWIES <br />Cubic Yards <br />CUT FILL <br />0.79 0.11 <br />1.07 0.21 <br />1.93 0.49 <br />2.88 0.63 <br />3.68 0.83 <br />4.32 1.13 <br />5.34 1.36 <br />8.47 1.40 <br />11.16 1.58 <br />11.26 1.63 <br />11.26 1.63 <br />......... <br />PROPOSED WE,\ • NI)., FILL\ <br />160 SQ. FT. <br />1 <br />\ \ \ <br />'-.. J\ \ \ <br />FLO© ~IN F1LL11 c~ ~S\ \ I <br />........ \ \ <br />,-.._ '......_/ \\)I <br />"--" ::_--~~--=-\ J I ~~} <br />EDGE OF LAKE <br />929.4 CONTOUR <br />(PLAmD) <br />l <br />0 10 ---Scale in feel <br />20 <br />I <br />~ "' "' "' 3 I= I: <br />~ e i I z <br />~ ~ a: .. iil 0 0 ~ <br />Ir <br />h~ ~~~ .rffi <br />~iii~;! <br />~t;e~ <br />it.J~z ~~oJ <br />Vl__?if--. <br />~56° 0..ff&IJ~ O <br />!!!=>~t;; 'i <br />j;ir.::iw ~ <br />0 jE. i~~~ ~ oc a <br />?:~< & <br />Sell~~-u!i-w w <br />fB~i: i ~~i~ I <br />-~ ;:, Q. <br />0 <br />"'Z <br />0 ::5 z (/) o- <br />0:::: c., o ro <br />I <br />... g <br />1 904000BlglslondXSXT.d <br />SHEET NUMBER <br />C5.01