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CONCENTRATION DURING PEAK 24 HOUR -102-.66 ML/L <br />2 ---_ _ -PEit-i~Dfl-_ _ - -- -- <br />~' ARITHMETIC AVERAGE SETTLEABLE <br />'3 CONCENTRATION DURING PERIOD OF _-__ -__ <br />------ ~S~-G-N i-F-i-C-iri~tT--CO N Cf N T RirT I-ON-- - - 5 3-3 2 - M L/ L <br />s ARITHMETIC AVERAGE SETTLEABLE <br />6 CONCENTRATION DURING PEAK 24 HOUR 29.32-__ML/L <br />~ - ---- -P ER-IUIY ------ -- -- --- <br />e <br />fl -.. .. <br />-~~M~~===_=-=--S-TRUCiUR-E--OA-TA--fOR JUNCTION #2 ~_~~`=a""""`"` <br />,o <br />_. <br />,2 wc~, iun ___ <br />,3__ _. NQ. --.._-~_._ --- - 1 <br />14 1. NUMBER OF SUBWATERSHEDS - NULL STRUC. <br />2. TYPE OF SEDIMENT CONTROL STRUCTURE - ______ <br />15 ...._-___-_- _._.___.___-__.. <br />f~tss~ss~sp~s>saif ssiai aCaa aC is s6 ~s sE ZS SC ZS ZCSC Sias sis <br />,6 satic aiii f~~~tss <br />i..20 /f'f ~ .. <br />!J ... ..... .... . .._-__ _-_.___.. <br />_ -- <br />, <br />j, <br />-~_ <br />22 ,r' JUNCTION 2~ BRANCH 1, STRUCTURE 1 <br />24 <br />may'- - <br />~ 4##4040*~~ #00444#4004#400#4444##4#####4##44#44##444 #####4###### <br />2a <br />-- _--.. . <br />2 -_ <br />29--_-_c~T:. I-S-{,tC-t;'ATI-V-~-1tHi-CH-I-NHERfNTLY-INDICATES--THAT -' <br />29 STREAM SYSTEM TRANSPORT CAPACITY EXCEEDS THE SEDIMENT <br />3O LOADe AS EVALUATED BY WILLIAMS' TECHNIQUE. SEDIMOT II <br />_... I, <br />31---- -@@{~S--N@i--E9 N SI DER-E'R'O~I $tE-CH AN N Et s--SO-B~E'T A- LS -SET .. _ <br />32 EQUAL TO .01. IF THE USER WISHES TO EVALUATE THE TRANS- ' <br />PORT CAPACITY OF THE STREAM DIRECTLY HE/SHE SHOULD USE - <br />33. .-__._-_---._ . _.._ _.__.._..--___~-.-._.._-. ___....~- .._..._ _._ <br />3a <br />as' 44444444444#44444###4###4###############44#44#44##44###4#4###44444444444444 __ _. --- - - ' <br />30 <br />39 _ _ <br />f-Vitttlf-S-fOR--SUBW1rTE-RSWfDS-444 --------- -- -------------- <br />co <br />41' WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT - <br />---HYOR-0 - _ _ - ----- -- <br />ED----Yt~RfS---NUMBER-_--- HR---t1R- - - K=-HRS----- X <br />------------------------------------- <br />1 41.40 80.00 .250 .000 .000 .00 1.0 <br />44# SEUIMENT INPUT VALUES FOR SUBWATERSHEDS 444 <br />_.. __ <br />SEG SOIL LENGTH SLOPE CP <br />NUM K FEET PCT VALUE <br />WATER <br />SHED <br />~_ <br />1 <br />__. <br />PART SURF <br />OPT COND <br />1.0 .0 <br />1 .20 .0 7.43 .490 <br />4 4 4 COMPUTED VALUES FOR INUIVIUUAI WATERSHEDS 4 4 4 <br />WATERSHED PEAK FLOW RUNOFF SEDIMENT DIAM DELIVERY <br />DELIVERY <br />