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3003 W CASINO RD BLDG 40-04 SITE DEV 2018-01-02 MF Import
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3003 W CASINO RD BLDG 40-04 SITE DEV 2018-01-02 MF Import
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Last modified
3/25/2025 2:53:34 PM
Creation date
1/25/2017 3:25:30 PM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-04 SITE DEV
Permit
PW 91-320
PW 91-339
Imported From Microfiche
Yes
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cubic feet Total P:sin <br />Total Precipitation (Rain plus Snow) <br />2.037628E+14 <br />2.911 <br />Total Infiltration <br />1.111111E-81 <br />1.118 <br />Total Evaporation <br />6.861711E#12 <br />1.101 <br />Surface Runoff from Watersheds <br />1.964129E+84 <br />2.863 <br />Total Water remaining in Surface Storage <br />7,2551B4E+81 <br />1.111 <br />Infiltration over the Pervious Area... <br />1.111111E-11 <br />0.110 <br />Infiltration + Evaporation <br />Surface Runoff + Snow removal <br />Water remaining in Surface Storage <br />Water remaining in Snow Cover......... 2.139891E+14 2.973 <br />Total Precipitation • Initial Storage. 2.137628E+14 2.971 <br />The error in continuity is calculated as <br />It111it11111tIt11iltlllittllllitlitlitt <br />1 Precipitation # Initial Snow Cover t <br />t - Infiltration - t <br />(Evaporation - Snow removal 1 <br />Hurface Runoff from Watersheds - I <br />IMater in Surface Storage - 1 <br />IMater remaining In Snow Cover 1 <br />1------------------------------------- I <br />t Precipitation # Initial Snow Cover t <br />tltitttltitittltttitttllitlltltltltlttl <br />Error ................ I........,..,.,,.. -1.111 Percent <br />ttitlltltlltltllitlitititiltlllttlltlttltltttt <br />t Continuity Check for Channel/Pipes t <br />tltllllllttlittlllltlitlitlttltlltlltltltltltl <br />Inches over <br />cubic feet <br />Total Basin <br />Initial Channel/Pipe Storage ................ <br />0.111111E-11 <br />1,11/ <br />Final Channel/Pipe Storage .................. <br />2.814267E+11 <br />1.114 <br />Surface Runoff from Watersheds .............. <br />1.964129E+14 <br />2.063 <br />Groundwater Subsurface Inflow ............... <br />I.NIINE-11 <br />1.118 <br />Evaporation loss fro@ channels .............. <br />1.111111E-11 <br />1.111 <br />Channel/Pipe/Inlet Outflow .................. <br />1.961697E+14 <br />2.859 <br />Initial Storage + Inflow .................... <br />1.964129E+14 <br />21863 <br />Final Storage ♦ Outflow ..................... <br />1.964512E+14 <br />2.863 <br />t1111itt11tltititt1lt111t1It11it1itlitltlllt <br />1 Final Storage + Outflow + Evaporation - t <br />1 Watershed Runoff - 6roundwater Inflow - 1 <br />t Initial Channel/Pipe Storage t <br />1---------------------------------- 1 <br />1 Final Storage 4 Outflow + Evaporation 1 <br />Iltit111t11tltilllttitllitlttlllttitllt11111 <br />Error ................. I..................... <br />1.124 Percent <br />2.111 1--------- I --------- 1--------- I --------- I --------- I --------- I --------- 1 -- I <br />1 <br />I <br />1 <br />l <br />1 <br />
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