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• <br /> <br />~,I •SUMMARY TABLE OF COMBINED HYU0.0GRADH pNU SEDIGRAPH VALUE S• <br />I•i <br />a <br />,~ PREVIOUS RUSK INGUM ROUTING % .37 <br />.. EV~19tli-MUSK-fTtGtlfTit4ttT-IN-&-~-%-_ __ -- _. . •-__~---.0200- HRS .- _...-_-_____ <br /> PREVIOUS ROUTED PEAK DISCHARGE 59.18 CFS <br />•I TIME OF ROUTED PE AN DISCHARGE 12.10 HRS <br />' TQi-k1-BRirf NAOE-AREA----------~- ~~---38490 ACRES. ~ -- <br /> TOTAL RUNOFF VOLUME 9.7517 AC-FT <br />~„~ PEAK RUNOFF DISCHARGE 81.06 CFS <br /> <br />~ ___Ti NE-T4-PEAK-Uti£TTARGE-.-. -...__ ... ..•_ ___._t2 ~.-1-0-' HRS. __. . -__.. _.__.. <br /> <br />~~ PREVIOUS STRUCTURE DELIVERY RATIO • 1.00 <br />, <br />~ PREV[OUS STRUCTURE TRAVEL TIME .0200 HRS <br /> <br />„ - 5952:}398- TON S______ __..___ <br />I <br />~„ PEAK SEUI NENT CONCENTRATION 683664.56 HG/L <br /> PEAK SETTLEABLE CONCENTRATION 254.2070 NL/l <br /> - <br />- - --"- <br />r- -PEAK--SET-TtHRtE-~-O NCENTR-aiiBN--- ~ •---330469. <br />19-' HG/L - <br />xC TIME TO PEAK CONCENTRATION 12.10 HRS <br /> PERIOD Of~SIGNIFICANT CONCENTRATION 13.90 HRS <br />e ERRCE--SFHtE7cBtE-.. - _-__-_ .. __ - _.____ _. _. <br />xi <br /> CONCENTRATION DURING PERIOD OF <br />:.~ SIGNIFICANT CONCENTRATION 135.55 ML/L <br />_ - <br />~ --YOtVIfE-ME-ItNTED-rt'E Ra GE-SETTLEABLE ~ ~ - ~~ <br />~ <br />~ CONCENTRATION DURING PE 4K 24 HDU0. <br />la~ PERIOD 135.55 NL/L <br />- ~FTitEYBtE-'__ -.-_- _ _.._ - - _.._ <br />I„~ CON CENT0.aTI0N DURING PERIOD OF <br />ho' <br />SIGNIFICANT CON LENTRATION <br />74.54 <br />ML/L <br />„ --AR-1TttMYT-It-AVERA-0£-SE tttEABLE__ _._..__ .._ ..__ __....._ .. ... . ..._ <br />~,y CONCENTRATTON DURING PEAK 24 HOUR <br />I„ PERIOD • 43.17 ML/L <br /> <br />~.. <br />' <br />~ <br />••••••••-•••••••••• STRUCTURE DATA FOR JU <br />NCTION tl3 •••- <br />-••••••• <br />••••••- <br />~ <br />m <br />I„~ OUES7 ION <br />~,; N0. <br />- ~Y--NU}18£IrQf~tlBkfiTERi17EYTS~ -___._ _ __._ _._. 1__.._ _-..--._. <br /> 2. TTPE OF SEDIMENT CONTROL STRUCTURE - NULL S7RUC. <br /> <br />• • • • + • • • • • • • • s • • • • • • a • a <br />--JUNCTION--9'. -BRANCH L STRUCTURE -I- <br />• 0 • • • • • • P • d • • • • • 6 • • • 6 • P <br />~,; ••• HYDR eULIC INPUT VALUES FOR SUBUA TERSHEDS +•• <br />:. <br />., NA 7ER_-~-ARE A_._--CURVE~~~ ~ - <br />~TC-~~ ~~- <br />TT <br />0.0U 71NG COEFFICIENTS <br />UNIT <br />e, SHED ACRES NUMBER HR HR K HRS <br />% HYDR O <br /> <br />Z-Y---198.-00-'8 q-:00 ---_ <br />300' - <br />__ <br />000 -___-- <br />_--__- <br />----__ <br />.000 .00 - <br />__ <br />1.0 <br />