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PEeK SLTTLEABIC LONCC NTRATION <br />• <br />PEAK SETTLEABLE CUNCENTRATION <br /> <br />. <br />V-iGM1.~G 1. ~1 ~~r~.GGV ~- - GJ.2 <br /> REPRESENTATIVE PARi1LLE SItE .0 <br />~ TIME OF PEAK CONCENTRATION 12.1 <br /> ocornn nc °ILNI Fa LANT-CDNCFNLRAT-ION+. --....._..12.5 <br /> VOLUME NEIGH7ED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PERI00 OF <br /> xIF.I CANT CONCENTRATION- •. .-- --53.2 <br /> VOLUME RE IGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION OUR ING PEEK 25 HOUk <br /> D <br />. 53 <br />2 <br />° - -- <br />_ _ _.._ <br />. <br /> <br />~ ARITHMETIC AY tkAG[ SETTLEABLE <br /> <br />' CONCENTRATION UURING PERIOD GF <br /> 1F-bLAN T--CONCEN7RATION_ _ -.-- ..- ----.3tl.6 <br /> ARITHMETIC AVER4GE SETTLEABLE <br /> CONCENTRATION DURING PEAN 24 HOUR <br /> <br />° + <br />ER-L00--~--- <br />20.1 <br />o. <br />•SUMMARY TABLE OF COMBINED HYDkOGR APH <br />ANU SEUI <br /> PREVIOUS MUSK Ih'GUM ROUTING X = <br /> PREVIOUS MUSN INGUM ROUTING K - <br />s.... ~OU~RL UT E-0 Pf AK-8J S[a1ARL E_--.__ s_.__ a <br />' TIME OF ROUTED PEAK DISCH AkGE - 1 <br /> TOTAL DRAINAGE 4REA 100 <br />r -- + 1 <br />° PEAK RUNOFF UISLH ARGE 4 <br /> TIME TD PEAK DISCHARGE 1 <br /> <br />. '~~PREVIOUS STRUCTURE TRAVEL TIME - <br />' TOTAL SEDIMENT YIELD • 1B4 <br />~ oc•v <cn+ucur CpurcurRpi~nu -. -~~yg6 <br /> PEAK SETTLEABLE CONLE NTRATION • 9 <br />° PEAK SETTLEABLE CONCENTRATION • 125tl5 <br />° AN--CDNGE1aTkA7-J-ON _..__- ~--_-1 <br /> <br />x <br />~ ~~ 'PERIOD OF SIGNIFICANT CONCENTRATION 1 <br />° VOLUME NEIGH7ED AVERAGE SETTLEABLE <br /> 46i~011R.ING-RER-I-0D-B~ ____ <br />° SIGNIFICANT CONCENTRATION 3 <br /> VOLUME REIGHTEO AVERAGE SEi7LEA8LE <br />° TR A~T-I-0N~~O UR-ING-RE pX-2~~HOUk- ----- <br /> PERIOD 3 <br /> ARITHMETIC AVERAGE SETTLEABLE <br /> b ENTRI.T I U N-DURING - P E Ra.OD-O F -~-~-. <br />° SIGNIFICANT CONCENTRATION 2 <br />' pRITH METIL AVERAGE SE7TLl ABLE <br />° <br />~~ AI-hDN OUP-ING-Rf-AN--24 110 UIC ---. <br />°~ <br />~ ~ PERIOD ~ 1 <br />o , <br /> <br />' -__ ___.. <br />............. ....•........... POND INPUT <br />-.....- <br /> QUESTION <br />'s ~:_{( "~~~ 1.'T1ME 1NCREXENT OF THE ROUTED HYDRO GRAPH - <br />'O.A~. ~ 2. NON-IDEAL SETTLING CORRECTION FAC1 0R - <br />' rourTn,-c oEAMAN EPLT-P-00 T°"T-IS-DEAD-SPAL <br />4. OUTFLON NITHURANAL OPT IUN - <br />• 110.3491; nL/l <br />1LJ TUNS <br />064 MM <br />0 HkS <br />0 HR$ <br />7 ML/L <br />7 ML/L <br />3 KL/L <br />2 nL/L <br />1'r34S4. /5 Mt./I. <br />• • <br />L0.APH VA WLS• <br />.31 <br />.0900 MRS <br />5.28- CFS <br />2.20 HPS <br />6.00 4CRES <br />1.1119 AC-FT <br />7.07 CFS <br />2.20 HFS <br />1.00- <br />.0900 MRS <br />7.8066 TONS <br />2.87 MG/L <br />6.0138 ML/L <br />7.94 YG/L <br />2.20- MRS <br />5.10 HRS <br />3.tl2 ML/L <br />3.B2 nL/L <br />3.H6 ML/L <br />3.12 ML/L <br />.10 HOUkS <br />1.00 <br />E - 25.00 <br />SUPFACC <br />