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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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Total Precipitation (Rain plus Snow) <br />1cubic feet <br />Total Basin <br />Total Infiltration <br />,829521E+11 <br />1,111111E B1 <br />2.667 <br />1.111 <br />Total Evaporation <br />Surface Runoff from Watersheds <br />6,861711E+12 <br />1.111 <br />Total Water remaining in Surface Storage <br />1.756135E+11 <br />6.818856E+11 <br />1.561 <br />1.111 <br />Infiltration over the Pervious Area.,, <br />q,111B11E-11 <br />1.111 <br />Infiltration + Evaporation + <br />Surface Runoff + Snow removal + <br />Water remaining in Surface Storage + <br />Miter remaining in Snow Cover,,,,,.,,, <br />1.831551E+11 <br />2.671 <br />Total Precipitation + Initial Storage. <br />1.829521E+14 <br />2.667 <br />The error in continuity is calculated is <br />ittltltllitlitittttltlltllitllllllltlit <br />1 Precipitation + Initial Snow Cover t <br />t - Infiltration - I <br />Maporation - Snow removal - 1 <br />(Surface Runoff from Watersheds - 1 <br />IMater in Surface Storage - I <br />IMater remaining in Snow Cover t <br />t Precipitation + Initial Snow Cover t <br />tititlttltltlllitttllltlitlttttltlitlll <br />Error .................................. -1.111 Percent <br />tlitlitlltittltlttlttlltltltltlititlllltitltlt <br />t Continuity Check for Channel/Pipes 1 <br />Illtlltlllitllllltltlttititititlllittltlttltlt <br />Inches over <br />Initial Channel/Pipe Storage <br />al n <br />................ <br />Final Channel/Pipe Storage .................. <br />1.111111E-11 <br />Surface Runoff from Watersheds <br />2.615696E+11 <br />1.114 <br />.............. <br />Groundwater Subsurface Inflow <br />1.756135E+11 <br />2.561 <br />............... <br />Evaporation loss fro@ channels .............. <br />1.111111E-11 <br />1.111111E-11 <br />1.111 <br />Channel/Pipe/inlet Outflow .................. <br />1.153539E+11 <br />1.111 <br />2,5 56 <br />Initial Storage + inflow .................... <br />1.756135E+11 <br />2.556 <br />Final Storage + Outflow ..................... <br />titltlltlltitltlittllltlitllllittlltltlltllt <br />1.756111E+11 <br />2.561 <br />1 Final Storage + Outflow + Evaporation - 1 <br />1 Watershed Runoff - groundwater Inflow - t <br />/ Initial Channel/Pipe Storage t <br />1---------------------------------- 1 <br />1 Final Storage + Outflow + Evaporation t <br />itittltllllittlllttltlltlittltlittltltlitltl <br />Error <br />....................................... <br />LNI Percent <br />1.11411 <br />I <br />t <br />1 <br />1 <br />I <br />I <br />
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