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• <br />CONCENTRATION DURING PEAK 24 HOUR <br />PEq}pp--.--_---______. _-. -_.-1TOr24---nL/L. _ ___._ _.. _._-____-____ . <br /> <br />z ARITHMETIC AVERAGE SETTLEABLE " ~# <br />, <br />,I CONCENTRATION DURING PERIOD-OF - - <br />. ~-72Z7"-nt7t_ _ <br />ARITHnETlL AY ERAGE Sk TTLE ABLE <br />el CONCEN7RA710N DURING PEAN 24 HOUR <br />~~ -~0': 13--nL/l ___ -_-_ <br />.= 3a <br />e l <br />e( - r^s .. <br />~STRVCTtlRf-ffAtA-FOR! V NCT79N~f2-==~ • •-- ---~~=m-~- <br />„ QUESTION <br />I 1. NUMBER OF SUBN4TERSHEDS - 1 .. _..., rrl~." fi' <br />yi'~, ' <br />Z. TYPE OF SE Di NENT CONTROL STRUCTURE - NULL $TRUC. ~ ~ ~'~' <br /> <br />aa~ ~ ~ <br /> <br />Ia' ~ ~ l' <br />,. <br />L <br />_ •-t-i-l-i-p-i-.-r-.- ~ -a f_ i __.-_-___ <br />x <br />JUNCTi ON 2. BRANCH lr STRUCTURE 1 <br />ly, i P 6 P p i p• i R i i i i i i i i i i i i d <br />„ ------ - ---- --- ------ ~ a.. <br />it ifOHipii4piq Miii•ipiiiMiiipiiiti•piP ppifiiiii Pipi lip ip460i49 i•4i41i8IiP ~~: <br />x <br /> , <br />3e -I-S-NfG4-Ti~'c---wn'aCM-i-NH ERfNTL-Y-}-ND-TCt~TE'rT+l-k'T-THE <br />i STR EAn SYSTEM TRANSPORT CAPACITY E%LEEUS THE SED Ink NT <br />„ <br />bl LOAD. AS EV 4lUATED BY NILLIAMS` TECHNIQUE. SEDI MOT II <br />, i ~i -~-0 NS-I-O ERfRflD-19tE-L HAN N t1-5-50-8ET-,Y-I'S- 5 E T _----- --- _ -- <br /> <br />EQUAL TO .01. IF THE USER NISHES TO EVALUATE THE 7R aNS- <br />i <br />''" <br />`r <br /> <br />a <br />„ PORT CAPACITY OF THE STREAH DIRECTLY HE/SME SHOULD USE q, <br />. <br /> <br />.., , <br />`-er,~II <br />SusRavt-ti~tFS~tefis:- _.__ _.._.___-_-___ __-_ <br />I~~' 9ipppiii•ipiipiii•iP4pip4i}P Pii Oiidi 946894piPp ii ipip FPid iipi i4 pP i4iiii ip iii <br />~e __-.___--_-_-___ .. _._..__. __. ....--.-.__----__ <br /> d <br />Je ~ <. :.'Gib 1 <br />1 <br />~ <br />i«~YVR-A4;rte--rNPVT-v-ArDeY-coR--sv BYfrTf•RS+IEDS-**• - <br />~ ~ <br />,, <br />~uATER AREA CURVE TC TT ROUTING COE FF ICf ENTS UNIT ` <br />SHED_'_'RCRf~'TaVMBER__.-HR--._-HR._.. ._-_K_NRS.__-_X .HYDR D-_ _-..._--__. .-_- <br />- <br />o _ . <br />r <br />, <br />-_ <br />L , <br />. <br />I 1 41.40 80.00 .250 000 .000 .00 1.0 ~ ~ - - ~"•rr ` <br />L- __ ___- __ ... ______ b. <br /> <br />iii SEDIMENT INPUT VALUES FOR SUB U47ERSHE DS 4is <br />.ol <br />` <br />' <br />.o __ _ .. ______...... ____________ ___ <br />HATER SEG SOIL LENGTH SLOPE CP PART SURF ~ <br />b <br />M~ ~ e <br />"'/,; ~, <br />., <br />~ <br />„I SHED NUn N FEET PCT VALUE OPT CONO ~ . <br />'.~ ',~' <br />aa _______________________________-__--__-___-_-_..____-_______-___-__-~_______ <br /> <br />,~ 1 1 .20 .0 7.43 .490 1.0 .0 <br />e. <br />e <br />I" ' <br /> S <br />_~. • i i COMPUTED VALUES FOR INDIVi DUAL uATE RSHE 05 • • i - .-.. ~ ~" <br />~'~ <br />NAT ERSNED PEAN FLOM RUNOFF SEDI Mt NT UTAM DELIVERY DELIVERY ` <br />