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Maplewood Couri__ _ ._ _.. ... . . .,..._ _ ._._ _. <br />SUMMARY OF RESULTS <br />ProjectSite Area:...._ .. ................_................................. <br />Equals Total Area Tributary to Detention Vault : ............... _ <br />6MONT� H_ ST�RM <br />Peak Inflow to Datention Pipe ........................................................ ..... .... <br />Proposed Release Rate :.................................................................... ... ... <br />Design Water Surface Elevation : ........................................................ ...... <br />Approximate Volume o( Storage Required (Design Volume) :.............. ..... <br />Approximate Total Volume of Storage Provided (126°� oi Design Volume) <br />2 YEAR STORM <br />07-4502 <br />1 113 Acres <br />1 113 Acres <br />_. ... _ 0.047 cfs <br />0 008 cfs <br />...................... 499. Q8 <br />...................... 1,376 cf <br />: .................... 1.734 ct <br />Peak Discharge From Project Site: Pre Developed Conditions, Qe, : ......................... <br />Allowable Release Rate From ProJect Site, �, = Q.=/2: ••.. .,.. . � ••• • � ••� • •�••• •�•• • •• <br />Peak Inflow to Detention ipe :............................................................................... <br />... <br />Proposed Release Rate :........................................................................................... <br />Design Water Surtace Elevation : .......................................... ................................... <br />, • • .. <br />Approximate Volume of Storage Reqwred (Design Volume) :.................. ... ............ <br />Approximate Totai Vo'�me of Storage Provided (126°� of Design Volume) : ............. <br />10 YEA�ORM <br />..... 0.029 ds <br />0.015 ds <br />. 0.205 cfs <br />..... 0.012 cfs <br />......... 499.91 <br />....... 2,722 cf <br />3,430 d <br />Peak Discharge From Project Site: Pre Developed Conditions, Q� .: .................. <br />Allowable Release Rate From �rojed Site, �, = Q,.: • - - •• • �• • •••• • •••- <br />Peak I�flow to Detention Pipe : .. ................................................................................ <br />Proposed Release Rate :............................................................................................ <br />Design Water SuAace Ele��etion : ..................... ......................................................... <br />Approximate Volume of Storage Required (Design Volume) :..................................... <br />Approximate Total Volume of Storage Provided (126°k of Design Volume) : .............. <br />100 YEAR_STORM <br />Peak Discharge Frcm Project Site: Pre Developed Conditions, o., : .................. <br />Allowable Kelease Rate From Project Site, 0, = Qe=: .••...••••••• �•• •••••�••• •••� ••��••• <br />Peak Inflow to Detention Pipe : .................................. ............................................. <br />Proposed Release Rate :......................................................................................... <br />Design Water Surface Elevation : ............................................................................ <br />Approximate Volume oi Storage Required (Design Volume) :.................................. <br />Approximate Total Volume of Storage Provided (126°� of Design Volume): ......... <br />GRO[lP FO[lR, !nc <br />1611.t(i JuunUo-H imdinr!/Ir N qr .�'F. <br />Ro�hrll, 11:� 9R011 <br />U.095 cfs <br />0.095 ds <br />.. 0.367 cfs <br />.... 0.051 ds <br />........ 501.04 <br />..... 4,556 cf <br />5,741 d <br />. 0.233 cis <br />0.233 ds <br />... 0.617 ds <br />.....0.129 cfs <br />........... 501.07 <br />......... 4,604 cf <br />....... 5,BQ1 d <br />