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West Design Point #2 Subcatchment 2S 1P Southern Subcatchment Design Point #1 Link Routing Diagram for ExistModel SubcatPond Reach Prepared by Microsoft, Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC ExistModel [[1056,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Prepared by Microsoft Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1S: West/N. West Subcatchment Runoff=0.00 cfs @ 0.00 hrs, Volume=0.000 af, Depth=0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Area (sf)CNDescription 117,85939>75% Grass cover, Good, HSG A 8,56698Paved parking, HSG A 2,56998Roofs, HSG A 128,99444Weighted Average 117,85991.37% Pervious Area 11,1358.63% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 6.32940.01250.78 Short Grass Pasture Kv= 7.0 fps 17.2394Total Summary for Subcatchment 2S: Southern Subcatchment Runoff=0.52 cfs @ 12.15 hrs, Volume=0.048 af, Depth=0.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Area (sf)CNDescription 23,39698Paved parking, HSG A *1,87798Roof 10,93739>75% Grass cover, Good, HSG A 36,21080Weighted Average 10,93730.20% Pervious Area 25,27369.80% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, Paved Swale 2.13200.01502.49 Paved Kv= 20.3 fps 13.0420Total ExistModel [[1056,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Prepared by Microsoft Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 3 Summary for Pond 1P: Design Point #1 Inflow Area =0.831 ac,69.80% Impervious, Inflow Depth = 0.69" for 1-yr event Inflow=0.52 cfs @ 12.15 hrs, Volume=0.048 af Primary=0.52 cfs @ 12.15 hrs, Volume=0.048 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs Summary for Pond 2P: Design Point #2 Inflow Area =2.961 ac,8.63% Impervious, Inflow Depth = 0.00" for 1-yr event Inflow=0.00 cfs @ 0.00 hrs, Volume=0.000 af Primary=0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs ExistModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Prepared by Microsoft Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment 1S: West/N. West Subcatchment Runoff=0.03 cfs @ 14.28 hrs, Volume=0.023 af, Depth=0.09" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Area (sf)CNDescription 117,85939>75% Grass cover, Good, HSG A 8,56698Paved parking, HSG A 2,56998Roofs, HSG A 128,99444Weighted Average 117,85991.37% Pervious Area 11,1358.63% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 6.32940.01250.78 Short Grass Pasture Kv= 7.0 fps 17.2394Total Summary for Subcatchment 2S: Southern Subcatchment Runoff=1.45 cfs @ 12.14 hrs, Volume=0.123 af, Depth=1.77" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Area (sf)CNDescription 23,39698Paved parking, HSG A *1,87798Roof 10,93739>75% Grass cover, Good, HSG A 36,21080Weighted Average 10,93730.20% Pervious Area 25,27369.80% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, Paved Swale 2.13200.01502.49 Paved Kv= 20.3 fps 13.0420Total ExistModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Prepared by Microsoft Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 5 Summary for Pond 1P: Design Point #1 Inflow Area =0.831 ac,69.80% Impervious, Inflow Depth = 1.77" for 10-yr event Inflow=1.45 cfs @ 12.14 hrs, Volume=0.123 af Primary=1.45 cfs @ 12.14 hrs, Volume=0.123 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs Summary for Pond 2P: Design Point #2 Inflow Area =2.961 ac,8.63% Impervious, Inflow Depth = 0.09" for 10-yr event Inflow=0.03 cfs @ 14.28 hrs, Volume=0.023 af Primary=0.03 cfs @ 14.28 hrs, Volume=0.023 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs ExistModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Prepared by Microsoft Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1S: West/N. West Subcatchment Runoff=0.23 cfs @ 12.61 hrs, Volume=0.064 af, Depth=0.26" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Area (sf)CNDescription 117,85939>75% Grass cover, Good, HSG A 8,56698Paved parking, HSG A 2,56998Roofs, HSG A 128,99444Weighted Average 117,85991.37% Pervious Area 11,1358.63% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 6.32940.01250.78 Short Grass Pasture Kv= 7.0 fps 17.2394Total Summary for Subcatchment 2S: Southern Subcatchment Runoff=2.02 cfs @ 12.14 hrs, Volume=0.171 af, Depth=2.46" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Area (sf)CNDescription 23,39698Paved parking, HSG A *1,87798Roof 10,93739>75% Grass cover, Good, HSG A 36,21080Weighted Average 10,93730.20% Pervious Area 25,27369.80% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, Paved Swale 2.13200.01502.49 Paved Kv= 20.3 fps 13.0420Total ExistModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Prepared by Microsoft Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 7 Summary for Pond 1P: Design Point #1 Inflow Area =0.831 ac,69.80% Impervious, Inflow Depth = 2.46" for 25-yr event Inflow=2.02 cfs @ 12.14 hrs, Volume=0.171 af Primary=2.02 cfs @ 12.14 hrs, Volume=0.171 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs Summary for Pond 2P: Design Point #2 Inflow Area =2.961 ac,8.63% Impervious, Inflow Depth = 0.26" for 25-yr event Inflow=0.23 cfs @ 12.61 hrs, Volume=0.064 af Primary=0.23 cfs @ 12.61 hrs, Volume=0.064 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs ExistModel [[1004,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Prepared by Microsoft Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 1S: West/N. West Subcatchment Runoff=1.17 cfs @ 12.33 hrs, Volume=0.194 af, Depth=0.79" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Area (sf)CNDescription 117,85939>75% Grass cover, Good, HSG A 8,56698Paved parking, HSG A 2,56998Roofs, HSG A 128,99444Weighted Average 117,85991.37% Pervious Area 11,1358.63% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 6.32940.01250.78 Short Grass Pasture Kv= 7.0 fps 17.2394Total Summary for Subcatchment 2S: Southern Subcatchment Runoff=3.20 cfs @ 12.14 hrs, Volume=0.270 af, Depth=3.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Area (sf)CNDescription 23,39698Paved parking, HSG A *1,87798Roof 10,93739>75% Grass cover, Good, HSG A 36,21080Weighted Average 10,93730.20% Pervious Area 25,27369.80% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, Paved Swale 2.13200.01502.49 Paved Kv= 20.3 fps 13.0420Total ExistModel [[1004,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Prepared by Microsoft Printed 10/1/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 9 Summary for Pond 1P: Design Point #1 Inflow Area =0.831 ac,69.80% Impervious, Inflow Depth = 3.90" for 100-yr event Inflow=3.20 cfs @ 12.14 hrs, Volume=0.270 af Primary=3.20 cfs @ 12.14 hrs, Volume=0.270 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 0.00-32.00 hrs, dt= 0.05 hrs Summary for Pond 2P: Design Point #2 Inflow Area =2.961 ac,8.63% Impervious, Inflow Depth = 0.79" for 100-yr event Inflow=1.17 cfs @ 12.33 hrs, Volume=0.194 af Primary=1.17 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/ŶĨŝůƚƌĂƚŝŽŶĂƐŝŶ ϯ ϰ ϱ ϲ ϳ ϴ ϵ ϭϬ ϭ͘ϴϯϬ͘ϲϰϯϱйϬ͘ϯϲϮ͕ϵϬϴ^ƵďƚŽƚĂůϭ ^ƵďƚŽƚĂů;ϭͲϯϬͿ ϭ͘ϴϯϬ͘ϲϰϯϱйϬ͘ϯϲϮ͕ϵϬϴ/ŶŝƚŝĂůtYǀ dŽƚĂů /ĚĞŶƚŝĨǇZƵŶŽĨĨZĞĚƵĐƚŝŽŶdĞĐŚŶŝƋƵĞƐǇƌĞĂ dŽƚĂů ŽŶƚƌŝďƵƚŝŶŐ ŽŶƚƌŝďƵƚŝŶŐ dĞĐŚŶŝƋƵĞEŽƚĞƐ /ŵƉĞƌǀŝŽƵƐƌĞĂ ƌĞĂ [[913,1679,1059,1735][11][,I,][Calibri]];ĐƌĞͿ [[1250,1679,1396,1735][11][,I,][Calibri]];ĐƌĞͿ ŽŶƐĞƌǀĂƚŝŽŶŽĨEĂƚƵƌĂůƌĞĂƐ[[1484,1737,1875,1793][11][,I,][Calibri]]ŵŝŶŝŵƵŵϭϬ͕ϬϬϬƐĨ Ϭ͘ϬϬϬ͘ϬϬ [[1484,1795,2249,1851][11][,I,][Calibri]]ŵĂǆŝŵƵŵĐŽŶƚƌŝďƵƚŝŶŐůĞŶŐƚŚϳϱĨĞĞƚƚŽ ZŝƉĂƌŝĂŶƵĨĨĞƌƐ Ϭ͘ϬϬϬ͘ϬϬ [[1484,1854,1671,1910][11][,I,][Calibri]]ϭϱϬĨĞĞƚ &ŝůƚĞƌ^ƚƌŝƉƐ Ϭ͘ϬϬϬ͘ϬϬ [[1484,1972,2081,2028][11][,I,][Calibri]]hƉƚŽϭϬϬƐĨĚŝƌĞĐƚůǇĐŽŶŶĞĐƚĞĚ dƌĞĞWůĂŶƚŝŶŐ Ϭ͘ϬϬϬ͘ϬϬ [[1484,2032,2240,2088][11][,I,][Calibri]]ŝŵƉĞƌǀŝŽƵƐĂƌĞĂŵĂǇďĞƐƵďƚƌĂĐƚĞĚƉĞƌ Ϭ͘ϬϬϬ͘ϬϬ dŽƚĂů ZĞĐĂůĐƵůĂƚĞtYǀĂĨƚĞƌĂƉƉůŝĐĂƚŝŽŶŽĨƌĞĂZĞĚƵĐƚŝŽŶdĞĐŚŶŝƋƵĞƐ WĞƌĐĞŶƚZƵŶŽĨĨ tYǀ dŽƚĂůƌĞĂ /ŵƉĞƌǀŝŽƵƐƌĞĂ /ŵƉĞƌǀŝŽƵƐŽĞĨĨŝĐŝĞŶƚ [[2130,2326,2180,2364][7][,I,][Calibri]]ϯ [[905,2331,1069,2387][11][,I,][Calibri]];ĐƌĞƐͿ [[1244,2332,1403,2385][10][,I,][Calibri]];ĐƌĞƐͿ [[2078,2335,2156,2391][11][,I,][Calibri]];Ĩƚ [[2153,2335,2204,2391][11][,I,][Calibri]]Ϳ [[1584,2360,1634,2416][11][,I,][Calibri]]й [[1831,2360,1907,2416][11][B,,][Calibri]]Zǀ Ηфф/ŶŝƚŝĂůtYǀΗ ϭ͘ϴϯϬ͘ϲϰϯϱйϬ͘ϯϲϮ͕ϵϬϴ ^ƵďƚƌĂĐƚƌĞĂ Ϭ͘ϬϬϬ͘ϬϬ tYǀĂĚũƵƐƚĞĚĂĨƚĞƌƌĞĂ ϭ͘ϴϯϬ͘ϲϰϯϱйϬ͘ϯϲϮ͕ϵϬϴ ZĞĚƵĐƚŝŽŶƐ ŝƐĐŽŶŶĞĐƚŝŽŶŽĨZŽŽĨƚŽƉƐ Ϭ͘ϬϬ ĚũƵƐƚĞĚtYǀĂĨƚĞƌƌĞĂ ZĞĚƵĐƚŝŽŶĂŶĚZŽŽĨƚŽƉ ϭ͘ϴϯϬ͘ϲϰϯϱйϬ͘ϯϲϮ͕ϵϬϴ ŝƐĐŽŶŶĞĐƚ tYǀƌĞĚƵĐĞĚďǇƌĞĂ Ϭ ZĞĚƵĐƚŝŽŶƚĞĐŚŶŝƋƵĞƐ ZƵŶŽĨĨZĞĚƵĐƚŝŽŶsŽůƵŵĞĂŶĚdƌĞĂƚĞĚǀŽůƵŵĞƐ dŽƚĂů dŽƚĂů tYǀ ZƵŶŽĨĨZĞĚƵĐƚŝŽŶdĞĐŚŝƋƵĞƐͬ^ƚĂŶĚĂƌĚ ŽŶƚƌŝďƵƚŝŶŐtYǀ ŽŶƚƌŝďƵƚŝŶŐZĞĚƵĐĞĚ ^DWƐ/ŵƉĞƌǀŝŽƵƐdƌĞĂƚĞĚ ƌĞĂ;ZZǀͿ ƌĞĂ ;ĂĐƌĞƐͿ;ĂĐƌĞƐͿĐĨĐĨ ŽŶƐĞƌǀĂƚŝŽŶŽĨEĂƚƵƌĂůƌĞĂƐZZͲϭϬ͘ϬϬϬ͘ϬϬ ^ŚĞĞƚĨůŽǁƚŽZŝƉĂƌŝĂŶƵĨĨĞƌƐͬ&ŝůƚĞƌ ZZͲϮϬ͘ϬϬϬ͘ϬϬ ^ƚƌŝƉƐ dƌĞĞWůĂŶƚŝŶŐͬdƌĞĞWŝƚZZͲϯϬ͘ϬϬϬ͘ϬϬ ŝƐĐŽŶŶĞĐƚŝŽŶŽĨZŽŽĨƚŽƉZƵŶŽĨĨZZͲϰϬ͘ϬϬ sĞŐĞƚĂƚĞĚ^ǁĂůĞZZͲϱϬ͘ϬϬϬ͘ϬϬϬ ZĂŝŶ'ĂƌĚĞŶZZͲϲϬ͘ϬϬϬ͘ϬϬϬ ^ƚŽƌŵǁĂƚĞƌWůĂŶƚĞƌZZͲϳϬ͘ϬϬϬ͘ϬϬϬ ZĂŝŶĂƌƌĞůͬŝƐƚĞƌŶZZͲϴϬ͘ϬϬϬ͘ϬϬϬ WŽƌŽƵƐWĂǀĞŵĞŶƚZZͲϵϬ͘ϬϬϬ͘ϬϬϬ 'ƌĞĞŶZŽŽĨ;/ŶƚĞŶƐŝǀĞΘǆƚĞŶƐŝǀĞͿZZͲϭϬϬ͘ϬϬϬ͘ϬϬϬ /ŶĨŝůƚƌĂƚŝŽŶdƌĞŶĐŚ/ͲϭϬ͘ϬϬϬ͘ϬϬϬϬ /ŶĨŝůƚƌĂƚŝŽŶĂƐŝŶ/ͲϮϭ͘ϴϯϬ͘ϲϰϮϵϬϴϬ ƌǇtĞůů/ͲϯϬ͘ϬϬϬ͘ϬϬϬϬ hŶĚĞƌŐƌŽƵŶĚ/ŶĨŝůƚƌĂƚŝŽŶ^ǇƐƚĞŵ/Ͳϰ ŝŽƌĞƚĞŶƚŝŽŶΘ/ŶĨŝůƚƌĂƚŝŽŶŝŽƌĞƚĞŶƚŝŽŶ&ͲϱϬ͘ϬϬϬ͘ϬϬϬϬ ƌǇƐǁĂůĞKͲϭϬ͘ϬϬϬ͘ϬϬϬϬ DŝĐƌŽƉŽŽůǆƚĞŶĚĞĚĞƚĞŶƚŝŽŶ;WͲϭͿWͲϭ tĞƚWŽŶĚ;WͲϮͿWͲϮ tĞƚǆƚĞŶĚĞĚĞƚĞŶƚŝŽŶ;WͲϯͿWͲϯ DƵůƚŝƉůĞWŽŶĚƐǇƐƚĞŵ;WͲϰͿWͲϰ WŽĐŬĞƚWŽŶĚ;ƉͲϱͿWͲϱ ^ƵƌĨĂĐĞ^ĂŶĚĨŝůƚĞƌ;&ͲϭͿ&Ͳϭ hŶĚĞƌŐƌŽƵŶĚ^ĂŶĚĨŝůƚĞƌ;&ͲϮͿ&ͲϮ WĞƌŝŵĞƚĞƌ^ĂŶĚ&ŝůƚĞƌ;&ͲϯͿ&Ͳϯ KƌŐĂŶŝĐ&ŝůƚĞƌ;&Ͳϰ&Ͳϰ ^ŚĂůůŽǁtĞƚůĂŶĚ;tͲϭͿtͲϭ ǆƚĞŶĚĞĚĞƚĞŶƚŝŽŶtĞƚůĂŶĚ;tͲϮͿtͲϮ WŽŶĚͬtĞƚůĂŶĚ^ǇƐƚĞŵ;tͲϯͿtͲϯ WŽĐŬĞƚtĞƚůĂŶĚ;tͲϰͿtͲϰ tĞƚ^ǁĂůĞ;KͲϮͿKͲϮ dŽƚĂůƐďǇƌĞĂZĞĚƵĐƚŝŽŶ Ϭ͘ϬϬϬ͘ϬϬϬ dŽƚĂůƐďǇsŽůƵŵĞZĞĚƵĐƚŝŽŶ Ϭ͘ϬϬϬ͘ϬϬϬ dŽƚĂůƐďǇ^ƚĂŶĚĂƌĚ^DWǁͬZZs ϭ͘ϴϯϬ͘ϲϰϮϵϬϴϬ dŽƚĂůƐďǇ^ƚĂŶĚĂƌĚ^DW Ϭ͘ϬϬϬ͘ϬϬϬ dŽƚĂůƐ;ƌĞĂнsŽůƵŵĞнĂůů^DWƐͿ ϭ͘ϴϯϬ͘ϲϰϮ͕ϵϬϴϬ /ŶĨŝůƚƌĂƚŝŽŶĂƐŝŶtŽƌŬƐŚĞĞƚ ĞƐŝŐŶWŽŝŶƚ͗ YƵĞĞŶƐďƵƌǇ ŶƚĞƌ^ŝƚĞĂƚĂ&ŽƌƌĂŝŶĂŐĞƌĞĂƚŽďĞdƌĞĂƚĞĚďǇWƌĂĐƚŝĐĞ WĞƌĐĞŶƚ /ŵƉĞƌǀŝŽƵƐ tYǀ ĂƚĐŚŵĞŶƚdŽƚĂůƌĞĂWƌĞĐŝƉŝƚĂƚŝŽŶ /ŵƉĞƌǀŝŽƵƐZǀ ĞƐĐƌŝƉƚŝŽŶ ƌĞĂ [[1386,415,1436,448][6][,I,][Calibri]]ϯ EƵŵďĞƌ[[521,418,675,469][10][,I,][Calibri]];ĐƌĞƐͿ [[1563,418,1656,469][10][,I,][Calibri]];ŝŶͿ [[1340,421,1415,472][10][,I,][Calibri]];Ĩƚ [[1407,421,1458,472][10][,I,][Calibri]]Ϳ [[745,444,895,493][10][,I,][Calibri]];ĐƌĞƐͿ [[1014,445,1064,496][10][,I,][Calibri]]й ϭϭ͘ϲϮϬ͘ϱϰϬ͘ϯϯϬ͘ϯϱϮϰϲϵ͘ϴϱϭ͘ϮϬ/ŶĨŝůƚƌĂƚŝŽŶĂƐŝŶ ŶƚĞƌ/ŵƉĞƌǀŝŽƵƐƌĞĂ ффtYǀĂĨƚĞƌĂĚũƵƐƚŝŶŐĨŽƌ ZĞĚƵĐĞĚďǇŝƐĐŽŶŶĞĐƚŝŽŶ Ϭ͘ϬϬϯϯйϬ͘ϯϱϮ͕ϰϳϬ ŝƐĐŽŶŶĞĐƚĞĚZŽŽĨƚŽƉƐ ŽĨZŽŽĨƚŽƉƐ ŶƚĞƌƚŚĞƉŽƌƚŝŽŶŽĨƚŚĞtYǀƚŚĂƚŝƐŶŽƚƌĞĚƵĐĞĚĨŽƌĂůůƉƌĂĐƚŝĐĞƐ [[1504,743,1554,776][6][,I,][Calibri]]ϯ ƌŽƵƚĞĚƚŽƚŚŝƐƉƌĂĐƚŝĐĞ͘Ϭ [[1466,749,1533,800][10][,I,][Calibri]]Ĩƚ WƌĞƚƌĞĂƚŵĞŶƚdĞĐŚŶŝƋƵĞƐƚŽWƌĞǀĞŶƚůŽŐŐŝŶŐ /ŶĨŝůƚƌĂƚŝŽŶZĂƚĞ[[1311,929,1428,980][10][,I,][Calibri]]KŬĂǇ Ϯϰ͘ϬϬ[[1152,931,1313,982][10][,I,][Calibri]]ŝŶͬŚŽƵƌ [[1311,998,1603,1049][10][,I,][Calibri]]ϮϱйŵŝŶŝŵƵŵ͖ WƌĞƚƌĞĂƚŵĞŶƚ^ŝǌŝŶŐ[[1311,1052,1593,1103][10][,I,][Calibri]]ϱϬйŝĨхϮŝŶͬŚƌ ϭϬϬ[[1152,1054,1306,1105][10][,I,][Calibri]]йtYǀ [[1311,1106,1647,1157][10][,I,][Calibri]]ϭϬϬйŝĨхϱŝŶͬŚŽƵƌ [[1186,1173,1236,1206][6][,I,][Calibri]]ϯ WƌĞƚƌĞĂƚŵĞŶƚZĞƋƵŝƌĞĚsŽůƵŵĞ Ϯ͕ϰϳϬ [[1148,1180,1215,1231][10][,I,][Calibri]]Ĩƚ [[1186,1227,1236,1260][6][,I,][Calibri]]ϯ WƌĞƚƌĞĂƚŵĞŶƚWƌŽǀŝĚĞĚ Ϯ͕ϱϰϮ [[1148,1234,1215,1285][10][,I,][Calibri]]Ĩƚ WƌĞƚƌĞĂƚŵĞŶƚdĞĐŚŶŝƋƵĞƐƵƚŝůŝǌĞĚ[[927,1283,1302,1334][10][,I,][Calibri]]^ĞĚŝŵĞŶƚĂƚŝŽŶĂƐŝŶ ^ŝǌĞŶ/ŶĨŝůƚƌĂƚŝŽŶĂƐŝŶ ĞƐŝŐŶ [[730,1414,780,1447][6][,I,][Calibri]]ϯ tYǀ Ϯ͕ϰϳϬ [[692,1421,759,1472][10][,I,][Calibri]]Ĩƚ sŽůƵŵĞ [[927,1497,2072,1548][10][,I,][Calibri]]/ŶĨŝůƚƌĂƚŝŽŶƉƌĂĐƚŝĐĞƐƐŚĂůůďĞĚĞƐŝŐŶĞĚƚŽĞǆĨŝůƚƌĂƚĞƚŚĞĞŶƚŝƌĞtYǀ ĂƐĂůƌĞĂ [[730,1523,780,1556][6][,I,][Calibri]]Ϯ ϰ͕ϭϭϲ [[692,1529,759,1580][10][,I,][Calibri]]Ĩƚ [[927,1551,1544,1602][10][,I,][Calibri]]ƚŚƌŽƵŐŚƚŚĞĨůŽŽƌŽĨĞĂĐŚƉƌĂĐƚŝĐĞ͘ ZĞƋƵŝƌĞĚ ĂƐĂůƌĞĂ [[730,1631,780,1664][6][,I,][Calibri]]Ϯ ϰ͕ϲϮϵ [[692,1638,759,1689][10][,I,][Calibri]]Ĩƚ WƌŽǀŝĚĞĚ ĞƐŝŐŶĞƉƚŚϬ͘ϲϬ[[692,1716,759,1767][10][,I,][Calibri]]Ĩƚ [[927,1768,2039,1819][10][,I,][Calibri]]^ƚŽƌĂŐĞsŽůƵŵĞƉƌŽǀŝĚĞĚŝŶŝŶĨŝůƚƌĂƚŝŽŶďĂƐŝŶĂƌĞĂ;ŶŽƚŝŶĐůƵĚŝŶŐ sŽůƵŵĞ [[730,1794,780,1827][6][,I,][Calibri]]ϯ Ϯ͕ϳϳϳ [[692,1800,759,1851][10][,I,][Calibri]]Ĩƚ [[927,1822,1204,1873][10][,I,][Calibri]]ƉƌĞƚƌĞĂƚŵĞŶƚ͘ WƌŽǀŝĚĞĚ ĞƚĞƌŵŝŶĞZƵŶŽĨĨZĞĚƵĐƚŝŽŶ [[927,1930,2020,1981][10][B,I,][Calibri]]ϵϬйŽĨƚŚĞƐƚŽƌĂŐĞƉƌŽǀŝĚĞĚŝŶƚŚĞďĂƐŝŶŽƌtYǀǁŚŝĐŚĞǀĞƌŝƐ [[731,1956,781,1989][6][B,I,][Calibri]]ϯ ZZǀϮ͕ϰϳϬ [[692,1962,759,2013][10][B,I,][Calibri]]Ĩƚ [[927,1984,1090,2035][10][B,I,][Calibri]]ƐŵĂůůĞƌ sŽůƵŵĞ [[730,2064,780,2097][6][,I,][Calibri]]ϯ [[927,2066,1967,2117][10][,I,][Calibri]]dŚŝƐŝƐƚŚĞƉŽƌƚŝŽŶŽĨƚŚĞtYǀƚŚĂƚŝƐŶŽƚƌĞĚƵĐĞĚͬŝŶĨŝůƚƌĂƚĞĚ Ϭ [[692,2071,759,2122][10][,I,][Calibri]]Ĩƚ dƌĞĂƚĞĚ [[927,2151,2088,2202][10][,I,][Calibri]]dŚĞŝŶĨŝůƚƌĂƚŝŽŶďĂƐŝŶŵƵƐƚƉƌŽǀŝĚĞƐƚŽƌĂŐĞĞƋƵĂůƚŽŽƌŐƌĞĂƚĞƌƚŚĂŶ ^ŝǌŝŶŐK< [[927,2205,1537,2256][10][,I,][Calibri]]ƚŚĞtYǀŽĨƚŚĞĐŽŶƚƌŝďƵƚŝŶŐĂƌĞĂ͘ /ŶĨŝůƚƌĂƚŝŽŶĂƐŝŶtŽƌŬƐŚĞĞƚ ĞƐŝŐŶWŽŝŶƚ͗ YƵĞĞŶƐďƵƌǇ ŶƚĞƌ^ŝƚĞĂƚĂ&ŽƌƌĂŝŶĂŐĞƌĞĂƚŽďĞdƌĞĂƚĞĚďǇWƌĂĐƚŝĐĞ WĞƌĐĞŶƚ /ŵƉĞƌǀŝŽƵƐ tYǀ ĂƚĐŚŵĞŶƚdŽƚĂůƌĞĂWƌĞĐŝƉŝƚĂƚŝŽŶ /ŵƉĞƌǀŝŽƵƐZǀĞƐĐƌŝƉƚŝŽŶ ƌĞĂ [[1386,525,1436,558][6][,I,][Calibri]]ϯ EƵŵďĞƌ[[521,528,675,579][10][,I,][Calibri]];ĐƌĞƐͿ [[1563,528,1656,579][10][,I,][Calibri]];ŝŶͿ [[1340,531,1415,582][10][,I,][Calibri]];Ĩƚ [[1407,531,1458,582][10][,I,][Calibri]]Ϳ [[745,554,895,603][10][,I,][Calibri]];ĐƌĞƐͿ [[1014,555,1064,606][10][,I,][Calibri]]й ϮϬ͘ϮϭϬ͘ϭϬϬ͘ϰϴϬ͘ϰϴϰϯϳ͘ϳϴϭ͘ϮϬ/ŶĨŝůƚƌĂƚŝŽŶĂƐŝŶ ŶƚĞƌ/ŵƉĞƌǀŝŽƵƐƌĞĂ ффtYǀĂĨƚĞƌĂĚũƵƐƚŝŶŐĨŽƌ ZĞĚƵĐĞĚďǇŝƐĐŽŶŶĞĐƚŝŽŶ Ϭ͘ϬϬϰϴйϬ͘ϰϴϰϯϴ ŝƐĐŽŶŶĞĐƚĞĚZŽŽĨƚŽƉƐ ŽĨZŽŽĨƚŽƉƐ ŶƚĞƌƚŚĞƉŽƌƚŝŽŶŽĨƚŚĞtYǀƚŚĂƚŝƐŶŽƚƌĞĚƵĐĞĚĨŽƌĂůůƉƌĂĐƚŝĐĞƐ [[1504,853,1554,886][6][,I,][Calibri]]ϯ ƌŽƵƚĞĚƚŽƚŚŝƐƉƌĂĐƚŝĐĞ͘ Ϭ [[1466,859,1533,910][10][,I,][Calibri]]Ĩƚ WƌĞƚƌĞĂƚŵĞŶƚdĞĐŚŶŝƋƵĞƐƚŽWƌĞǀĞŶƚůŽŐŐŝŶŐ /ŶĨŝůƚƌĂƚŝŽŶZĂƚĞ[[1311,1044,1428,1095][10][,I,][Calibri]]KŬĂǇ Ϯϰ͘ϬϬ[[1152,1045,1313,1096][10][,I,][Calibri]]ŝŶͬŚŽƵƌ [[1311,1098,1603,1149][10][,I,][Calibri]]ϮϱйŵŝŶŝŵƵŵ͖ WƌĞƚƌĞĂƚŵĞŶƚ^ŝǌŝŶŐ[[1311,1152,1593,1203][10][,I,][Calibri]]ϱϬйŝĨхϮŝŶͬŚƌ ϭϬϬ[[1152,1153,1306,1204][10][,I,][Calibri]]йtYǀ [[1311,1206,1647,1257][10][,I,][Calibri]]ϭϬϬйŝĨхϱŝŶͬŚŽƵƌ [[1186,1258,1236,1291][6][,I,][Calibri]]ϯ WƌĞƚƌĞĂƚŵĞŶƚZĞƋƵŝƌĞĚsŽůƵŵĞ ϰϯϴ [[1148,1265,1215,1316][10][,I,][Calibri]]Ĩƚ [[1186,1312,1236,1345][6][,I,][Calibri]]ϯ WƌĞƚƌĞĂƚŵĞŶƚWƌŽǀŝĚĞĚ ϭ͕ϯϬϬ [[1148,1319,1215,1370][10][,I,][Calibri]]Ĩƚ WƌĞƚƌĞĂƚŵĞŶƚdĞĐŚŶŝƋƵĞƐƵƚŝůŝǌĞĚ[[927,1368,1302,1419][10][,I,][Calibri]]^ĞĚŝŵĞŶƚĂƚŝŽŶĂƐŝŶ ^ŝǌĞŶ/ŶĨŝůƚƌĂƚŝŽŶĂƐŝŶ ĞƐŝŐŶ [[730,1501,780,1534][6][,I,][Calibri]]ϯ tYǀ ϰϯϴ [[692,1508,759,1559][10][,I,][Calibri]]Ĩƚ sŽůƵŵĞ [[927,1584,2072,1635][10][,I,][Calibri]]/ŶĨŝůƚƌĂƚŝŽŶƉƌĂĐƚŝĐĞƐƐŚĂůůďĞĚĞƐŝŐŶĞĚƚŽĞǆĨŝůƚƌĂƚĞƚŚĞĞŶƚŝƌĞtYǀ ĂƐĂůƌĞĂ [[730,1609,780,1642][6][,I,][Calibri]]Ϯ ϯϴϭ [[692,1616,759,1667][10][,I,][Calibri]]Ĩƚ [[927,1638,1544,1689][10][,I,][Calibri]]ƚŚƌŽƵŐŚƚŚĞĨůŽŽƌŽĨĞĂĐŚƉƌĂĐƚŝĐĞ͘ ZĞƋƵŝƌĞĚ ĂƐĂůƌĞĂ [[730,1717,780,1750][6][,I,][Calibri]]Ϯ ϰϯϲ [[692,1724,759,1775][10][,I,][Calibri]]Ĩƚ WƌŽǀŝĚĞĚ ĞƐŝŐŶĞƉƚŚϭ͘ϭϱ[[692,1801,759,1852][10][,I,][Calibri]]Ĩƚ [[927,1854,2039,1905][10][,I,][Calibri]]^ƚŽƌĂŐĞsŽůƵŵĞƉƌŽǀŝĚĞĚŝŶŝŶĨŝůƚƌĂƚŝŽŶďĂƐŝŶĂƌĞĂ;ŶŽƚŝŶĐůƵĚŝŶŐ sŽůƵŵĞ [[730,1879,780,1912][6][,I,][Calibri]]ϯ ϱϬϭ [[692,1886,759,1937][10][,I,][Calibri]]Ĩƚ [[927,1908,1204,1959][10][,I,][Calibri]]ƉƌĞƚƌĞĂƚŵĞŶƚ͘ WƌŽǀŝĚĞĚ ĞƚĞƌŵŝŶĞZƵŶŽĨĨZĞĚƵĐƚŝŽŶ [[927,2016,2020,2067][10][B,I,][Calibri]]ϵϬйŽĨƚŚĞƐƚŽƌĂŐĞƉƌŽǀŝĚĞĚŝŶƚŚĞďĂƐŝŶŽƌtYǀǁŚŝĐŚĞǀĞƌŝƐ [[731,2042,781,2075][6][B,I,][Calibri]]ϯ ZZǀϰϯϴ [[692,2048,759,2099][10][B,I,][Calibri]]Ĩƚ [[927,2070,1090,2121][10][B,I,][Calibri]]ƐŵĂůůĞƌ sŽůƵŵĞ [[730,2150,780,2183][6][,I,][Calibri]]ϯ [[927,2152,1967,2203][10][,I,][Calibri]]dŚŝƐŝƐƚŚĞƉŽƌƚŝŽŶŽĨƚŚĞtYǀƚŚĂƚŝƐŶŽƚƌĞĚƵĐĞĚͬŝŶĨŝůƚƌĂƚĞĚ Ϭ [[692,2157,759,2208][10][,I,][Calibri]]Ĩƚ dƌĞĂƚĞĚ [[927,2233,2088,2284][10][,I,][Calibri]]dŚĞŝŶĨŝůƚƌĂƚŝŽŶďĂƐŝŶŵƵƐƚƉƌŽǀŝĚĞƐƚŽƌĂŐĞĞƋƵĂůƚŽŽƌŐƌĞĂƚĞƌƚŚĂŶ ^ŝǌŝŶŐK< [[927,2287,1537,2338][10][,I,][Calibri]]ƚŚĞtYǀŽĨƚŚĞĐŽŶƚƌŝďƵƚŝŶŐĂƌĞĂ͘ 3S 5S Western Grassed Area 1S Over Wastewater 2P North Grass Area To System Infiltration Basin North Parking Area, Design Point #2 Pavillion, Storage 3P Building and Northern Lawn Sedimentation Basin 4P Infiltration Basin 2S South-Western Parking Area, Access Driveway and Lawn 5P Sedimentation Basin 6P Infiltration Basin 4S South Eastern Lawn, Building Roof and Southern Access 1P Driveway Design Point #1 Link Routing Diagram for PostModel SubcatPond Reach Prepared by Microsoft, Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC PostModel [[1056,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1S: North Parking Area, Pavillion, Storage Building and Northern Lawn Runoff=0.02 cfs @ 12.66 hrs, Volume=497 cf, Depth=0.08" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Area (sf)CNDescription 47,17739>75% Grass cover, Good, HSG A 17,62998Paved parking, HSG A 5,67798Roofs, HSG A 70,48359Weighted Average 47,17766.93% Pervious Area 23,30633.07% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 2.91000.00150.58 Grassed Waterway Kv= 15.0 fps Shallow Concentrated Flow, 0.9830.01001.50 Grassed Waterway Kv= 15.0 fps 14.7283Total Summary for Subcatchment 2S: South-Western Parking Area, Access Driveway and Lawn Runoff=0.03 cfs @ 12.05 hrs, Volume=186 cf, Depth=0.24" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Area (sf)CNDescription 4,42698Paved parking, HSG A 4,84439>75% Grass cover, Good, HSG A 9,27067Weighted Average 4,84452.25% Pervious Area 4,42647.75% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 3.9230.01390.10 Grass: Short n= 0.150 P2= 2.57" Sheet Flow, 0.8430.01390.90 Smooth surfaces n= 0.011 P2= 2.57" Shallow Concentrated Flow, 0.2340.02702.46 Grassed Waterway Kv= 15.0 fps 4.9100Total PostModel [[1056,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 3S: Western Grassed Area Over Wastewater System Runoff=0.00 cfs @ 1.00 hrs, Volume=0 cf, Depth=0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Area (sf)CNDescription 15,12939>75% Grass cover, Good, HSG A 15,129100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 4.6240.01000.09 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 0.8760.01001.50 Grassed Waterway Kv= 15.0 fps 5.4100Total Summary for Subcatchment 4S: South Eastern Lawn, Building Roof and Southern Access Driveway Runoff=0.19 cfs @ 12.13 hrs, Volume=889 cf, Depth=0.41" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Area (sf)CNDescription 14,68498Paved parking, HSG A 11,13439>75% Grass cover, Good, HSG A 25,81873Weighted Average 11,13443.12% Pervious Area 14,68456.88% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.01000.02500.17 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 0.6750.02002.12 Grassed Waterway Kv= 15.0 fps Shallow Concentrated Flow, 0.5960.02082.93 Paved Kv= 20.3 fps 11.1271Total Summary for Subcatchment 5S: North Grass Area To Infiltration Basin Runoff=0.00 cfs @ 1.00 hrs, Volume=0 cf, Depth=0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" PostModel [[1056,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 4 Area (sf)CNDescription 46,02039>75% Grass cover, Good, HSG A 46,020100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 12.11000.01560.14 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 2.31230.01560.87 Short Grass Pasture Kv= 7.0 fps 14.4223Total Summary for Pond 1P: Design Point #1 Inflow Area =151,591 sf,27.98% Impervious, Inflow Depth = 0.07" for 1-yr event Inflow=0.19 cfs @ 12.13 hrs, Volume=889 cf Primary=0.19 cfs @ 12.13 hrs, Volume=889 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Summary for Pond 2P: Design Point #2 Inflow Area =15,129 sf,0.00% Impervious, Inflow Depth = 0.00" for 1-yr event Inflow=0.00 cfs @ 1.00 hrs, Volume=0 cf Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Summary for Pond 3P: Sedimentation Basin Inflow Area =70,483 sf,33.07% Impervious, Inflow Depth = 0.08" for 1-yr event Inflow=0.02 cfs @ 12.66 hrs, Volume=497 cf Outflow=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 100%, Lag= 0.0 min Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 98.88' @ 24.84 hrs Surf.Area= 708 sf Storage= 497 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no outflow) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #198.00'4,638 cf Listed below (Recalc) PostModel [[1056,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 5 ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 98.0041700 99.00746582582 100.001,1509481,530 101.002,0441,5973,127 101.504,0001,5114,638 DeviceRoutingInvertOutlet Devices 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #1Primary101.00' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=98.00' (Free Discharge) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 4P: Infiltration Basin Inflow Area =116,503 sf,20.00% Impervious, Inflow Depth = 0.00" for 1-yr event Inflow=0.00 cfs @ 1.00 hrs, Volume=0 cf Outflow=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Discarded=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 100.40' @ 1.00 hrs Surf.Area= 4,629 sf Storage= 0 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #1100.40'5,631 cf Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 100.404,62900 101.005,9063,1603,160 101.406,4442,4705,631 DeviceRoutingInvertOutlet Devices 24.000 in/hr Exfiltration over Surface area #1Discarded100.40' Discarded OutFlow Max=0.00 cfs @ 1.00 hrs HW=100.40' (Free Discharge) 1=Exfiltration (Passes 0.00 cfs of 2.57 cfs potential flow) PostModel [[1056,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 6 Summary for Pond 5P: Sedimentation Basin Inflow Area =125,773 sf,22.05% Impervious, Inflow Depth = 0.02" for 1-yr event Inflow=0.03 cfs @ 12.05 hrs, Volume=186 cf Outflow=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 100%, Lag= 0.0 min Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 99.41' @ 24.29 hrs Surf.Area= 542 sf Storage= 186 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no outflow) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #199.00'1,711 cf Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 99.0035500 100.00806581581 101.001,4541,1301,711 DeviceRoutingInvertOutlet Devices 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #1Primary100.70' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 6P: Infiltration Basin Inflow Area =125,773 sf,22.05% Impervious, Inflow Depth = 0.00" for 1-yr event Inflow=0.00 cfs @ 1.00 hrs, Volume=0 cf Outflow=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Discarded=0.00 cfs @ 1.00 hrs, Volume=0 cf Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 99.00' @ 1.00 hrs Surf.Area= 436 sf Storage= 0 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #199.00'1,641 cf Listed below (Recalc) PostModel [[1056,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 1-yr Rainfall=2.20" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 7 ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 99.0043600 100.00803620620 101.001,2391,0211,641 DeviceRoutingInvertOutlet Devices 24.000 in/hr Exfiltration over Surface area #1Discarded99.00' 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #2Primary100.70' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Discarded OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 1=Exfiltration (Passes 0.00 cfs of 0.24 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 1S: North Parking Area, Pavillion, Storage Building and Northern Lawn Runoff=0.55 cfs @ 12.22 hrs, Volume=3,309 cf, Depth=0.56" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Area (sf)CNDescription 47,17739>75% Grass cover, Good, HSG A 17,62998Paved parking, HSG A 5,67798Roofs, HSG A 70,48359Weighted Average 47,17766.93% Pervious Area 23,30633.07% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 2.91000.00150.58 Grassed Waterway Kv= 15.0 fps Shallow Concentrated Flow, 0.9830.01001.50 Grassed Waterway Kv= 15.0 fps 14.7283Total Summary for Subcatchment 2S: South-Western Parking Area, Access Driveway and Lawn Runoff=0.25 cfs @ 12.03 hrs, Volume=732 cf, Depth=0.95" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Area (sf)CNDescription 4,42698Paved parking, HSG A 4,84439>75% Grass cover, Good, HSG A 9,27067Weighted Average 4,84452.25% Pervious Area 4,42647.75% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 3.9230.01390.10 Grass: Short n= 0.150 P2= 2.57" Sheet Flow, 0.8430.01390.90 Smooth surfaces n= 0.011 P2= 2.57" Shallow Concentrated Flow, 0.2340.02702.46 Grassed Waterway Kv= 15.0 fps 4.9100Total PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 3S: Western Grassed Area Over Wastewater System Runoff=0.00 cfs @ 24.01 hrs, Volume=23 cf, Depth=0.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Area (sf)CNDescription 15,12939>75% Grass cover, Good, HSG A 15,129100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 4.6240.01000.09 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 0.8760.01001.50 Grassed Waterway Kv= 15.0 fps 5.4100Total Summary for Subcatchment 4S: South Eastern Lawn, Building Roof and Southern Access Driveway Runoff=0.77 cfs @ 12.11 hrs, Volume=2,787 cf, Depth=1.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Area (sf)CNDescription 14,68498Paved parking, HSG A 11,13439>75% Grass cover, Good, HSG A 25,81873Weighted Average 11,13443.12% Pervious Area 14,68456.88% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.01000.02500.17 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 0.6750.02002.12 Grassed Waterway Kv= 15.0 fps Shallow Concentrated Flow, 0.5960.02082.93 Paved Kv= 20.3 fps 11.1271Total Summary for Subcatchment 5S: North Grass Area To Infiltration Basin Runoff=0.00 cfs @ 24.02 hrs, Volume=70 cf, Depth=0.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 10 Area (sf)CNDescription 46,02039>75% Grass cover, Good, HSG A 46,020100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 12.11000.01560.14 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 2.31230.01560.87 Short Grass Pasture Kv= 7.0 fps 14.4223Total Summary for Pond 1P: Design Point #1 Inflow Area =151,591 sf,27.98% Impervious, Inflow Depth = 0.22" for 10-yr event Inflow=0.77 cfs @ 12.11 hrs, Volume=2,787 cf Primary=0.77 cfs @ 12.11 hrs, Volume=2,787 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Summary for Pond 2P: Design Point #2 Inflow Area =15,129 sf,0.00% Impervious, Inflow Depth = 0.02" for 10-yr event Inflow=0.00 cfs @ 24.01 hrs, Volume=23 cf Primary=0.00 cfs @ 24.01 hrs, Volume=23 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Summary for Pond 3P: Sedimentation Basin Inflow Area =70,483 sf,33.07% Impervious, Inflow Depth = 0.56" for 10-yr event Inflow=0.55 cfs @ 12.22 hrs, Volume=3,309 cf Outflow=0.03 cfs @ 23.51 hrs, Volume=182 cf, Atten= 94%, Lag= 677.6 min Primary=0.03 cfs @ 23.51 hrs, Volume=182 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 101.01' @ 23.51 hrs Surf.Area= 2,100 sf Storage= 3,156 cf Plug-Flow detention time= 695.7 min calculated for 182 cf (6% of inflow) Center-of-Mass det. time= 490.4 min ( 1,422.0 - 931.7 ) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #198.00'4,638 cf Listed below (Recalc) PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 11 ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 98.0041700 99.00746582582 100.001,1509481,530 101.002,0441,5973,127 101.504,0001,5114,638 DeviceRoutingInvertOutlet Devices 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #1Primary101.00' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=0.03 cfs @ 23.51 hrs HW=101.01' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 0.03 cfs @ 0.30 fps) Summary for Pond 4P: Infiltration Basin Inflow Area =116,503 sf,20.00% Impervious, Inflow Depth = 0.03" for 10-yr event Inflow=0.03 cfs @ 23.51 hrs, Volume=252 cf Outflow=0.03 cfs @ 23.54 hrs, Volume=252 cf, Atten= 0%, Lag= 1.7 min Discarded=0.03 cfs @ 23.54 hrs, Volume=252 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 100.40' @ 23.54 hrs Surf.Area= 4,629 sf Storage= 1 cf Plug-Flow detention time= 0.3 min calculated for 252 cf (100% of inflow) Center-of-Mass det. time= 0.3 min ( 1,372.2 - 1,371.9 ) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #1100.40'5,631 cf Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 100.404,62900 101.005,9063,1603,160 101.406,4442,4705,631 DeviceRoutingInvertOutlet Devices 24.000 in/hr Exfiltration over Surface area #1Discarded100.40' Discarded OutFlow Max=2.57 cfs @ 23.54 hrs HW=100.40' (Free Discharge) 1=Exfiltration (Exfiltration Controls 2.57 cfs) PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 12 Summary for Pond 5P: Sedimentation Basin Inflow Area =125,773 sf,22.05% Impervious, Inflow Depth = 0.07" for 10-yr event Inflow=0.25 cfs @ 12.03 hrs, Volume=732 cf Outflow=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 100%, Lag= 0.0 min Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 100.18' @ 24.29 hrs Surf.Area= 920 sf Storage= 732 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no outflow) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #199.00'1,711 cf Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 99.0035500 100.00806581581 101.001,4541,1301,711 DeviceRoutingInvertOutlet Devices 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #1Primary100.70' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 6P: Infiltration Basin Inflow Area =125,773 sf,22.05% Impervious, Inflow Depth = 0.00" for 10-yr event Inflow=0.00 cfs @ 1.00 hrs, Volume=0 cf Outflow=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Discarded=0.00 cfs @ 1.00 hrs, Volume=0 cf Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 99.00' @ 1.00 hrs Surf.Area= 436 sf Storage= 0 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #199.00'1,641 cf Listed below (Recalc) PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 10-yr Rainfall=3.67" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 13 ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 99.0043600 100.00803620620 101.001,2391,0211,641 DeviceRoutingInvertOutlet Devices 24.000 in/hr Exfiltration over Surface area #1Discarded99.00' 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #2Primary100.70' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Discarded OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 1=Exfiltration (Passes 0.00 cfs of 0.24 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 14 Summary for Subcatchment 1S: North Parking Area, Pavillion, Storage Building and Northern Lawn Runoff=1.16 cfs @ 12.19 hrs, Volume=5,648 cf, Depth=0.96" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Area (sf)CNDescription 47,17739>75% Grass cover, Good, HSG A 17,62998Paved parking, HSG A 5,67798Roofs, HSG A 70,48359Weighted Average 47,17766.93% Pervious Area 23,30633.07% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 2.91000.00150.58 Grassed Waterway Kv= 15.0 fps Shallow Concentrated Flow, 0.9830.01001.50 Grassed Waterway Kv= 15.0 fps 14.7283Total Summary for Subcatchment 2S: South-Western Parking Area, Access Driveway and Lawn Runoff=0.41 cfs @ 12.03 hrs, Volume=1,131 cf, Depth=1.46" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Area (sf)CNDescription 4,42698Paved parking, HSG A 4,84439>75% Grass cover, Good, HSG A 9,27067Weighted Average 4,84452.25% Pervious Area 4,42647.75% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 3.9230.01390.10 Grass: Short n= 0.150 P2= 2.57" Sheet Flow, 0.8430.01390.90 Smooth surfaces n= 0.011 P2= 2.57" Shallow Concentrated Flow, 0.2340.02702.46 Grassed Waterway Kv= 15.0 fps 4.9100Total PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 15 Summary for Subcatchment 3S: Western Grassed Area Over Wastewater System Runoff=0.00 cfs @ 13.94 hrs, Volume=139 cf, Depth=0.11" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Area (sf)CNDescription 15,12939>75% Grass cover, Good, HSG A 15,129100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 4.6240.01000.09 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 0.8760.01001.50 Grassed Waterway Kv= 15.0 fps 5.4100Total Summary for Subcatchment 4S: South Eastern Lawn, Building Roof and Southern Access Driveway Runoff=1.16 cfs @ 12.11 hrs, Volume=4,079 cf, Depth=1.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Area (sf)CNDescription 14,68498Paved parking, HSG A 11,13439>75% Grass cover, Good, HSG A 25,81873Weighted Average 11,13443.12% Pervious Area 14,68456.88% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.01000.02500.17 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 0.6750.02002.12 Grassed Waterway Kv= 15.0 fps Shallow Concentrated Flow, 0.5960.02082.93 Paved Kv= 20.3 fps 11.1271Total Summary for Subcatchment 5S: North Grass Area To Infiltration Basin Runoff=0.01 cfs @ 14.16 hrs, Volume=424 cf, Depth=0.11" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 16 Area (sf)CNDescription 46,02039>75% Grass cover, Good, HSG A 46,020100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 12.11000.01560.14 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 2.31230.01560.87 Short Grass Pasture Kv= 7.0 fps 14.4223Total Summary for Pond 1P: Design Point #1 Inflow Area =151,591 sf,27.98% Impervious, Inflow Depth = 0.32" for 25-yr event Inflow=1.16 cfs @ 12.11 hrs, Volume=4,079 cf Primary=1.16 cfs @ 12.11 hrs, Volume=4,079 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Summary for Pond 2P: Design Point #2 Inflow Area =15,129 sf,0.00% Impervious, Inflow Depth = 0.11" for 25-yr event Inflow=0.00 cfs @ 13.94 hrs, Volume=139 cf Primary=0.00 cfs @ 13.94 hrs, Volume=139 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Summary for Pond 3P: Sedimentation Basin Inflow Area =70,483 sf,33.07% Impervious, Inflow Depth = 0.96" for 25-yr event Inflow=1.16 cfs @ 12.19 hrs, Volume=5,648 cf Outflow=0.12 cfs @ 14.60 hrs, Volume=2,522 cf, Atten= 90%, Lag= 144.1 min Primary=0.12 cfs @ 14.60 hrs, Volume=2,522 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 101.04' @ 14.60 hrs Surf.Area= 2,191 sf Storage= 3,206 cf Plug-Flow detention time= 361.7 min calculated for 2,522 cf (45% of inflow) Center-of-Mass det. time= 198.7 min ( 1,105.7 - 907.1 ) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #198.00'4,638 cf Listed below (Recalc) PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 17 ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 98.0041700 99.00746582582 100.001,1509481,530 101.002,0441,5973,127 101.504,0001,5114,638 DeviceRoutingInvertOutlet Devices 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #1Primary101.00' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=0.11 cfs @ 14.60 hrs HW=101.04' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 0.11 cfs @ 0.49 fps) Summary for Pond 4P: Infiltration Basin Inflow Area =116,503 sf,20.00% Impervious, Inflow Depth = 0.30" for 25-yr event Inflow=0.13 cfs @ 14.60 hrs, Volume=2,946 cf Outflow=0.13 cfs @ 14.60 hrs, Volume=2,946 cf, Atten= 0%, Lag= 0.2 min Discarded=0.13 cfs @ 14.60 hrs, Volume=2,946 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 100.40' @ 14.60 hrs Surf.Area= 4,630 sf Storage= 2 cf Plug-Flow detention time= 0.3 min calculated for 2,945 cf (100% of inflow) Center-of-Mass det. time= 0.3 min ( 1,103.4 - 1,103.1 ) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #1100.40'5,631 cf Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 100.404,62900 101.005,9063,1603,160 101.406,4442,4705,631 DeviceRoutingInvertOutlet Devices 24.000 in/hr Exfiltration over Surface area #1Discarded100.40' Discarded OutFlow Max=2.57 cfs @ 14.60 hrs HW=100.40' (Free Discharge) 1=Exfiltration (Exfiltration Controls 2.57 cfs) PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 18 Summary for Pond 5P: Sedimentation Basin Inflow Area =125,773 sf,22.05% Impervious, Inflow Depth = 0.11" for 25-yr event Inflow=0.41 cfs @ 12.03 hrs, Volume=1,131 cf Outflow=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 100%, Lag= 0.0 min Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 100.56' @ 24.29 hrs Surf.Area= 1,167 sf Storage= 1,131 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no outflow) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #199.00'1,711 cf Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 99.0035500 100.00806581581 101.001,4541,1301,711 DeviceRoutingInvertOutlet Devices 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #1Primary100.70' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 6P: Infiltration Basin Inflow Area =125,773 sf,22.05% Impervious, Inflow Depth = 0.00" for 25-yr event Inflow=0.00 cfs @ 1.00 hrs, Volume=0 cf Outflow=0.00 cfs @ 1.00 hrs, Volume=0 cf, Atten= 0%, Lag= 0.0 min Discarded=0.00 cfs @ 1.00 hrs, Volume=0 cf Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 99.00' @ 1.00 hrs Surf.Area= 436 sf Storage= 0 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #199.00'1,641 cf Listed below (Recalc) PostModel [[1030,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 25-yr Rainfall=4.50" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 19 ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 99.0043600 100.00803620620 101.001,2391,0211,641 DeviceRoutingInvertOutlet Devices 24.000 in/hr Exfiltration over Surface area #1Discarded99.00' 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #2Primary100.70' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Discarded OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 1=Exfiltration (Passes 0.00 cfs of 0.24 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) PostModel [[1004,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 20 Summary for Subcatchment 1S: North Parking Area, Pavillion, Storage Building and Northern Lawn Runoff=2.70 cfs @ 12.17 hrs, Volume=11,290 cf, Depth=1.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Area (sf)CNDescription 47,17739>75% Grass cover, Good, HSG A 17,62998Paved parking, HSG A 5,67798Roofs, HSG A 70,48359Weighted Average 47,17766.93% Pervious Area 23,30633.07% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.91000.02000.15 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 2.91000.00150.58 Grassed Waterway Kv= 15.0 fps Shallow Concentrated Flow, 0.9830.01001.50 Grassed Waterway Kv= 15.0 fps 14.7283Total Summary for Subcatchment 2S: South-Western Parking Area, Access Driveway and Lawn Runoff=0.77 cfs @ 12.03 hrs, Volume=2,031 cf, Depth=2.63" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Area (sf)CNDescription 4,42698Paved parking, HSG A 4,84439>75% Grass cover, Good, HSG A 9,27067Weighted Average 4,84452.25% Pervious Area 4,42647.75% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 3.9230.01390.10 Grass: Short n= 0.150 P2= 2.57" Sheet Flow, 0.8430.01390.90 Smooth surfaces n= 0.011 P2= 2.57" Shallow Concentrated Flow, 0.2340.02702.46 Grassed Waterway Kv= 15.0 fps 4.9100Total PostModel [[1004,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 21 Summary for Subcatchment 3S: Western Grassed Area Over Wastewater System Runoff=0.07 cfs @ 12.45 hrs, Volume=609 cf, Depth=0.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Area (sf)CNDescription 15,12939>75% Grass cover, Good, HSG A 15,129100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 4.6240.01000.09 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 0.8760.01001.50 Grassed Waterway Kv= 15.0 fps 5.4100Total Summary for Subcatchment 4S: South Eastern Lawn, Building Roof and Southern Access Driveway Runoff=2.00 cfs @ 12.11 hrs, Volume=6,878 cf, Depth=3.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Area (sf)CNDescription 14,68498Paved parking, HSG A 11,13439>75% Grass cover, Good, HSG A 25,81873Weighted Average 11,13443.12% Pervious Area 14,68456.88% Impervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 10.01000.02500.17 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 0.6750.02002.12 Grassed Waterway Kv= 15.0 fps Shallow Concentrated Flow, 0.5960.02082.93 Paved Kv= 20.3 fps 11.1271Total Summary for Subcatchment 5S: North Grass Area To Infiltration Basin Runoff=0.20 cfs @ 12.56 hrs, Volume=1,854 cf, Depth=0.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" PostModel [[1004,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 22 Area (sf)CNDescription 46,02039>75% Grass cover, Good, HSG A 46,020100.00% Pervious Area TcLengthSlopeVelocityCapacityDescription (min)(feet)(ft/ft)(ft/sec)(cfs) Sheet Flow, 12.11000.01560.14 Grass: Short n= 0.150 P2= 2.57" Shallow Concentrated Flow, 2.31230.01560.87 Short Grass Pasture Kv= 7.0 fps 14.4223Total Summary for Pond 1P: Design Point #1 Inflow Area =151,591 sf,27.98% Impervious, Inflow Depth = 0.54" for 100-yr event Inflow=2.00 cfs @ 12.11 hrs, Volume=6,878 cf Primary=2.00 cfs @ 12.11 hrs, Volume=6,878 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Summary for Pond 2P: Design Point #2 Inflow Area =15,129 sf,0.00% Impervious, Inflow Depth = 0.48" for 100-yr event Inflow=0.07 cfs @ 12.45 hrs, Volume=609 cf Primary=0.07 cfs @ 12.45 hrs, Volume=609 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Summary for Pond 3P: Sedimentation Basin Inflow Area =70,483 sf,33.07% Impervious, Inflow Depth = 1.92" for 100-yr event Inflow=2.70 cfs @ 12.17 hrs, Volume=11,290 cf Outflow=1.44 cfs @ 12.52 hrs, Volume=8,164 cf, Atten= 46%, Lag= 20.8 min Primary=1.44 cfs @ 12.52 hrs, Volume=8,164 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 101.21' @ 12.52 hrs Surf.Area= 2,854 sf Storage= 3,634 cf Plug-Flow detention time= 176.1 min calculated for 8,161 cf (72% of inflow) Center-of-Mass det. time= 67.7 min ( 946.3 - 878.6 ) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #198.00'4,638 cf Listed below (Recalc) PostModel [[1004,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 23 ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 98.0041700 99.00746582582 100.001,1509481,530 101.002,0441,5973,127 101.504,0001,5114,638 DeviceRoutingInvertOutlet Devices 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #1Primary101.00' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=1.44 cfs @ 12.52 hrs HW=101.21' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 1.44 cfs @ 1.16 fps) Summary for Pond 4P: Infiltration Basin Inflow Area =116,503 sf,20.00% Impervious, Inflow Depth = 1.03" for 100-yr event Inflow=1.65 cfs @ 12.52 hrs, Volume=10,017 cf Outflow=1.65 cfs @ 12.53 hrs, Volume=10,017 cf, Atten= 0%, Lag= 0.3 min Discarded=1.65 cfs @ 12.53 hrs, Volume=10,017 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 100.41' @ 12.53 hrs Surf.Area= 4,643 sf Storage= 30 cf Plug-Flow detention time= 0.3 min calculated for 10,017 cf (100% of inflow) Center-of-Mass det. time= 0.3 min ( 951.8 - 951.6 ) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #1100.40'5,631 cf Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 100.404,62900 101.005,9063,1603,160 101.406,4442,4705,631 DeviceRoutingInvertOutlet Devices 24.000 in/hr Exfiltration over Surface area #1Discarded100.40' Discarded OutFlow Max=2.58 cfs @ 12.53 hrs HW=100.41' (Free Discharge) 1=Exfiltration (Exfiltration Controls 2.58 cfs) PostModel [[1004,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 24 Summary for Pond 5P: Sedimentation Basin Inflow Area =125,773 sf,22.05% Impervious, Inflow Depth = 0.19" for 100-yr event Inflow=0.77 cfs @ 12.03 hrs, Volume=2,031 cf Outflow=0.04 cfs @ 14.04 hrs, Volume=727 cf, Atten= 95%, Lag= 120.7 min Primary=0.04 cfs @ 14.04 hrs, Volume=727 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 100.72' @ 14.04 hrs Surf.Area= 1,271 sf Storage= 1,326 cf Plug-Flow detention time= 356.2 min calculated for 727 cf (36% of inflow) Center-of-Mass det. time= 219.8 min ( 1,068.7 - 848.9 ) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #199.00'1,711 cf Listed below (Recalc) ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 99.0035500 100.00806581581 101.001,4541,1301,711 DeviceRoutingInvertOutlet Devices 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #1Primary100.70' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Primary OutFlow Max=0.04 cfs @ 14.04 hrs HW=100.72' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 0.04 cfs @ 0.34 fps) Summary for Pond 6P: Infiltration Basin Inflow Area =125,773 sf,22.05% Impervious, Inflow Depth = 0.07" for 100-yr event Inflow=0.04 cfs @ 14.04 hrs, Volume=727 cf Outflow=0.04 cfs @ 14.05 hrs, Volume=727 cf, Atten= 0%, Lag= 0.5 min Discarded=0.04 cfs @ 14.05 hrs, Volume=727 cf Primary=0.00 cfs @ 1.00 hrs, Volume=0 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.01 hrs Peak Elev= 99.00' @ 14.05 hrs Surf.Area= 437 sf Storage= 1 cf Plug-Flow detention time= 0.6 min calculated for 727 cf (100% of inflow) Center-of-Mass det. time= 0.6 min ( 1,069.3 - 1,068.7 ) VolumeInvertAvail.StorageStorage Description Custom Stage Data (Prismatic) #199.00'1,641 cf Listed below (Recalc) PostModel [[1004,224,2357,279][12][,I,][Arial]]NY-SouthQueensburyFirehouse 24-hr S1 100-yr Rainfall=6.13" Prepared by Microsoft Printed 10/15/2019 HydroCAD® 10.00-22 s/n 00870 © 2018 HydroCAD Software Solutions LLC Page 25 ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 99.0043600 100.00803620620 101.001,2391,0211,641 DeviceRoutingInvertOutlet Devices 24.000 in/hr Exfiltration over Surface area #1Discarded99.00' 6.0' long x 2.0' breadth Broad-Crested Rectangular Weir #2Primary100.70' Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 Discarded OutFlow Max=0.24 cfs @ 14.05 hrs HW=99.00' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.24 cfs) Primary OutFlow Max=0.00 cfs @ 1.00 hrs HW=99.00' (Free Discharge) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)