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STORM VOLUME DISCHARGED <br />4 (1bh-V {14l.Y FLT--O-CM--f T.!!F <br />~' <br />- 1.479 ACRE-Fi <br />--- --3:33r--ACRE°Fi--- <br />al PEAK STAGE - 8. <br />,i PEAK INFLON RATE 2B. <br />, PEAK INFLOM SEDIMENT LONCEN7R ATi0N • 393583. <br />, PEAK EFFLUENT SEDIMENT CONCENTRATION 180646. <br />, -Si"YTL~ABCE--CDNCEFrTR7TTY0N_--r - <br />, PEAK EFFLUENT SETTLEABLE CONCENTRATION - 17. <br />P STORM AVERAGE EFFLUENT CONCENTRATION 148791. <br />,o E-EPFL~NT-SEDIMENT-CONtENT R'AT10N -' -'• " -7 E847. <br /> BASIN TRAP EFFICIENCY 67. <br /> DETENTION TIME OF FLON NI TH SEDIMENT 9. <br /> TfNii-DN--i-iMf rtR9it-ffYbROGRlrP1Y-CENTERS..--~- _-_.._ <br /> DETENTION TIME INCLUDING STORED FLON • 7. <br /> SEUIMENT LOAD DISCHARGED 304. <br /> T~DMLYNTRR-T1'ON-- ~ 1~-~ <br /> VOLUME NEIGMTED AVERAGE SETiL EABLE <br />I1~ CONCENTRATION) UUR ING PERIOD OF <br />,,, StONtFTCA-NT CONCENTRA-TtON---T ---_ <br />hl VDLUME~'NEIGHTED AVERAGE SETTLEABLE <br />i CONCENTRATION DURING PEAK 24 HOUR <br /> <br /> <br />„~ ARITHMETIC AVERAGE SETTLEABLE <br />„I CONCENTRATION DURING PERIOD OF <br /> <br />N'T-CONCENTRATtO~---_- __..__-•_- . <br />--_. _ <br />I„ ARITHMETIC AVERAGE SETTLEABLE <br />~,~: CONCENTRATION DURING PEAK 24 HOUR <br />o~.-.~..-.-•R...~ <br />~ -STRVCTUR'PbAT-A-fOR- JUNCTION-e2 <br />'-••••• <br />lax <br />„' <br />QUEST ION <br />751 <br />020 FT <br />CFS <br />7a7 ~- <br />37 MG/L <br />12 MG/L <br />013 5-'IYC7C---" ---- <br />53 MG/L <br />69 MG/L <br />CO MG/L"~ - -" ~"- <br />OS PERCENT <br />84 HRS <br />58 - __. N R $-__..___.-_.. <br />29 HRS <br />87 TONS <br />60- "-MR'S- <br />O 1-- - -nL /t----- <br />01' nL"/C-'- -' - - <br />01- -nL>~----- <br />O 1-- <br />... -~--Y9- <br />-MtY r-- <br />.. r..rrrrr•-... ___ <br />~I 1. NUMBER OF SUBNATERSHEUS - 1 <br />, 2. TYPE OF SEDIMENT CONTROL STRUCTURE - POND <br />n <br />,Je .................................................................... ... <br />p _--___ - -_-_ _- <br />I <br />y~l -----P--t•'-~•-•-P-P-4--P-P-P-P-• P 4'•-P-P-P-! P 4 _... .___ <br />JUNCTION 2• BRANCH lr STRUCTURE 2 <br />.~ a• a i•• P a P a a a 6 i a P a P P a P P a <br />••• HYDRAULIC INPUT VALUES FOR SUBNATERSME DS aaP <br />.pi <br />,o NATE0. AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />„I SHED ACRES NUMBER HR HR K-HRS x HYDRO <br />1 B.90 47.00 .200 .000 .D00 .00 1.0 <br /> a•a SEDIMENT INPUT VALUES FOR SUBNATERSHEDS ara <br /> <br />AA TER -SEC---SDTL '--' -CE NGTH"--' SLOPE-"" CP" - PART- -"-SURF ~----~ '- <br />SHED NUM K FEET PCT VALUE OP7 COND <br /> <br /> <br />