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HomeMy WebLinkAboutSDP200700068 CalculationsFrom To Area C CA CA (acc.)Tc Intensity Q Invert In Invert Ou Length Slope Cox slope Diameter Capacity Velocity F1 F2 Velocity Ex -C Ex -B 11.48 0.6 6.888 6.888 10 5.4 37.20 573.257 570.87 32 8.50%8.60%24 _66.12 21.05 0.56 1.02 21.47 Ex -B 8 0 0 0.000 6.888 10 5.4 37.20 570.77 570.1 30 2.58%2.60%24 36.41 11.59 1.02 1.15 13.33 8A 8 1.17 0.75 0.878 0.878 5 7.1 6.23 571 570.7 15 2.73%2.70%15 10.70 8.72 0.58 1.03 8.98 8 7 0 0 0.000 7.766 10 5.4 41.93 5691 568.148 1.040%e 30 41.97 8.55 1.00 1.15 9.83 7A 7 0.49 0.65 0.319 0.319 5 7.1 2.26 574 572.5 21 8.82%8.70%12 10.61 13.51 0.21 0.78 10.54 7 6 0 0 0.000 8.084 10 5.4 43.65 568.15 567.7 58 0.83 ° /0.80 %=30 37.54 7.65 1.16 1.15 8.79 6 5 0 0 0.000 8.084 10 5.4 43.65 567.5 567.2 43,/,0.77 %,i 0.80 %•30 36.07 7.35 1.21 1.15 8.45 5 4 0.28 0.9 0.252 8.336 10 5.4 45.01 567 566.45 72 i 0.81%0.80% .30 36.98 7.53 1.22 1.15 8.66 4 3E 0.16 0.9 0.144 8.480 10 5.4 45.79 566.2 •565.85 49 V 0.89 0.90 %."/30 38.77 7.90 1.18 1.15 9.08 3E 3D 0 0 0.000 8.480 10 5.4 45.79 565.65. ,565.1 72 0.81 %V 0.80 %-30 36.98 7.53 1.24 1.15 8.66 3D 3C 0 0 0.000 8.480 10 5.4 45.79 564.9 563.4.175 f 0.88 %.0.90%307 38.51 7.85 1.19 1.15 9.02 t 5 t ji , i 14C 14B 1.23 0.5 0.615 0.615 10 5.4 3.32 571 569 65 9 6.60%15 11.73 9.56 0.28 0.86 8.22 14B 13 0.69 0.75 0.518 1.133 10 5.4 6.12 569 566.75 113116`2.06 %.2.10% ;'15 r 9.30 7.58 0.66 1.06 8.04 13 12B 0.08 0.8 0.064 1.197 10 5.4 6.46 566.5 565 35 •,4.84 %,..4.80%15 . i 14.25 11.61 0.45 0.97 11.26 12B 3C 0 0 0.000 1.197 10 5.4 6.46 564.8 564.5 11 4.29%4.60% .'`15 t 13.41 10.93 0.48 0.98 10.71 3C 3B 0 0 0.000 9.677 10 5.4 52.25 563.2,/,562.71'67 . ; .0.79 % ."0.80 %, /30 36.63 7.46 1.43 1.15 8.58 3B 3A 0 0 0.000 9.677 10 5.4 52.25 561.5V"560.110 1.13%1.10 30 43.75 8.91 1.19 1.15 10.25 16 15 0.35 0.75 0.263 0.263 5 7.1 1.86 565.5 565 84, /0.6 ° `0.60 15 v 5.12 4.17 0.36 0.92 3.84 20 19 0.66 0.8 0.528 0.528 5 7.1 3.75 567.5 567 99 0.53 0 /w '0.50 %,, /15 .,,'4.70 3.83 0.80 1.11 4.25 2A 2 0.26 0.9 0.234 0.234 5 7.1 1.66 564.3 564 9 6.00%6.10 15 15.86 12.93 0.10 0.63 8.14 Ex -D 2B 0.52 0.6 0.312 0.312 5 7.1 2.22 572.02 569.17 29 11.40%10.00%12 12.06 15.36 0.18 0.76 11.67 2B 2 0.1 0.6 0.060 0.372 5 7.1 2.64 567 566 56 1.92%1.90%12 4.95 6.31 0.53 1.01 6.37 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0i DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0i DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0i DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! 0.000 0.372 0.00 DIV /0!DIV /0!DIV /0!DIV /0!DIV /0!DIV /0! Boars Head Inn Meeting Pavilion Project Parking Tabulation Existing Conditions (per WATG Study) Land Use Required Rate Quantity Required Spaces Hotel 1 sp per unit 172 units 172 Restaurant 13 sp per 1000 GSF 6840 GSF 89 Assembly 1 sp per 75 NSF 13,121 NSF 175 Retail 1 sp per 200 NSF 2400 NSF 12 Professional 1 sp per 200 NSF 2000 NSF 10 Total Existing Spaces Provided Condition with Meeting Pavilion 458 Land Use Required Rate Quantity Required Spaces Hotel 1 sp per unit 172 units 172 Restaurant 13 sp per 1000 GSF 6840 GSF 89 Assembly (additional 6,856 NSF)1 sp per 75 NSF 19,977 NSF 266 Retail 1 sp per 200 NSF 2400 NSF 12 Professional 1 sp per 200 NSF 2000 NSF 10 Total Required Parking Spaces 549 Existing Spaces On Site 458 Net No. of Spaces Lost With Meeting Pavilion (53) Existing Parking Spaces to Remain 405 Parking Spaces Needed 144 Number of Spaces in New Lot 123 Number of Shared Spaces 22 Total Provided Parking Spaces 550 W R -19 Appendix 9B -2 LD -229 Storm Drain Design Computations LD -229 July 2000 STORM SEWER DESIGN COMPUTATIONS ROUTE: COUNTY: DESCRIPTION: Storm pipe revision - 14 Jun 07, 20 Jul 07 SHEET: 2 of 2 PROJ: Boars Head Inn Meeting Pavilion DISTRICT: AREA DRAIN A " RUN- OFF COEF. CA INLET TIME RAIN FALL RUN- OFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY V FLOW TIME MINUTES REMARKS FROM POINT TO POINT ACRES C INCRE- MENT ACCUM- ULATED MIN- UTES IN /HR CFS UPPER END LOWER END FT FT /FT IN CFS FPS NCR ACCUM. 11)12)1 (13)14)15)16) 8A 8 1.17 0.76 0.89 0.89 5.00 7.11 6.35 571.00 570.70 15 0.027 15 10.62 9.04 0.03 5.03 7A 7 0.39 0.55 0.21 0.21 5.00 7.11 1.54 574.00 572.50 21 0.087 12 10.50 9.55 0.04 5.04 2A 2 0.26 0.83 0.22 0.22 5.00 7.11 1.55 564.30 564.00 9 0.061 15 15.96 8.24 0.02 5.02 Ex D 2B 0.52 0.50 0.26 0.26 5.00 7.11 1.86 572.02 569.17 29 0.100 12 6.64 7.26 0.07 5.07 2B 2 0.10 0.50 0.05 0.05 5.07 7.09 2.22 567.00 566.00 56 0.019 12 4.89 6.08 0.15 5.22 14C 14B 1.23 0.55 0.68 0.68 5.00 7.11 4.85 571.50 569.00 65 0.041 15 13.10 3.95 0.27 5.27 14B 13 0.69 0.80 0.55 0.55 5.27 7.04 8.70 568.80 566.75 113 0.019 15 8.85 7.10 0.27 5.54 13 12B 0.08 0.60 0.05 0.05 5.50 6.96 8.95 566.50 565.00 35 0.048 15 14.20 7.30 0.08 5.58 12B 3C 0.00 0.00 0.00 0.00 5.58 6.93 8.92 564.80 564.50 11 0.046 15 13.80 11.95 0.02 5.60 User Name: LICENSED Date: 07 -23 -07 Project:BHI Meeting Pavilion -Final Site Plan Time: 16:37:13 Network:07 - alt A Storm Outfall Page: 1 WR -hgl format Junction Pipe Dn Tot Up Dn Plan Inv Pipe HGL HGL Junct Pipe Flow Inv Inv Len S Cap Dn Up Rim cfs)El E1 ft)1k)cfs) MH 12B Pipe 12B Pipe 3C 8.92 564.80 564.50 10.58 4.56 13.78 565.23 565.53 569.50 DI 13 Pipe 13 Pipe 12B 8.95 566.50 565.00 35.01 4.84 14.19 566.59 567.65 571.25 DI 14B Pipe 14B Pipe 13 8.72 568.80 566.75 113.19 1.88 8.85 569.46 571.45 574.75 T 14C Pipe 14C Pipe 14B 4.85 571.50 569.00 64.72 4.12 13.10 571.74 572.60 578.00 a JUL -20 -2007 14 :26 FROM:COX CO. & 'ITRK HUGHE 434 - 295 -7540 TO'' 1724126 P:2 Boars Head Inn Meeting Pavilion INLET NUMBER 2A LENGTH 6.0 STATION DRAINAGE AREA = 0.050 ACRES C VALUE - .790 CA = 0,040 DRAINAGE AREA = 0.100 ACRES C VALUE = .790 CA = 0.079 SUM CA= 0.119 INT= 4.00 CFS, 0.474 CO= 0.000 GUTTER FLOW= 0.474 GUTTER SLOPE = 0.0050 FT /FT PAVEMENT CROSS SLOPE = 0,0208 FT /FT SPREAD AT A SLOPE OF _005 (ft. /ft.) IS 4.83 (ft.) XXXXXXXXXX CURS INLET IN A SUMP XXXXXXXXXX P EFFEC_ LENGTH (ft) = 9.60 H (ft) = 0.500 DEPTH OF WATER (ft) - 0.08 SPREAD (f C) = 3.71 INLET NUMBER 2A LENGTH 6.0 STATION DRAINAGE AREA = 0.050 ACRES C VALUE = ,790 CA = 0.040 DRAINAGE AREA = 0.100 ACRES C VALUE = .790 CA = 0.079 SUM CA= 0.119 INT= 6.50 CFS- 0.770 CO= 0.000 GUTTER FLOW 0.770 GUTTER SLOPE - 0.0050 FT /FT PAVEMENT CROSS SLOPE = 0.0208 FT /FT SPREAD AT A SLOPE OF .005 (ft-/ft,) IS 5.80 (ft.) CURB INLET IN A SUMP XX)CXJCKXXXK P EFFEC. LENGTH (ft) = 9.60 H (ft) 0.500 DEPTH OF WATER (£t) = 0.11 SPREAD (ft) 5,13 The Cox Company E&S and SWM Computations JUL -20 -2007 14 :26 FROM:COX CO. & "TRK HUGHE 434 - 295 -7540 INLET NUMBER 4 LENGTH 6.0 TC' 724126 P :3 Boars Head Inn Meeting Pavilion STATION DRAINAGE AREA „ 0.090 ACRES C VALUE _ .900 CA = 0.081 SUM CA= 0.081 IN T= 4.00 CFS= 0.324 CO= 0.000 GUTTER FLOW= 0.324 GUTTER SLOPE = 0,0089 FT /FT PAVEMENT CROSS SLOPE , 0.0208 FT /FT SPREAD W W/T Sw SW /SX Eo a S SE 4.36 2.0 0.46 0.0208 1.0 0.80 2.0 0.083 0.088 XXX)U XXXXX CURB INLET ON A CONTINUOUS GRADE xxX)00U000[ REQUIRED LENG77 (ft) = 5.3 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.32 CFS CARRYOVER= 0.00 INLET NUMBER 4 LENGTH 6.0 STATION DRAINAGE AREA , 0.090 ACRES C VALUE = _900 CA = 0.081 SUM CA= 0.081 INT- 6.50 CFS= 0.526 CO= 0.000 GUTTER FLOW= 0.526 GUTTER SLOPE = 0.0089 FT /FT PAVEMENT CROSS SLOPE = 0.0206 FT /FT SPREAD W W/T SW SW /SX Eo a S'H SE 5.25 2.0 0138 0.0208 1.0 0.72 2.0 0,083 0.081 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE REQUIRED LENGTH (fc) = 6_B EFFICIENCY= 0.98 CFS INTERCEPTED= 0.52 CFS CARRYOVER= 0.01 VIC Cox Company E &S and SWM Compirtatttions JUL -20 -2007 14:26 FROM CO. & "TRK HUGHE 434 -295 -7540 TO P:4 INLET NUMBER 5 LENGTH 8.0 Boars ,Plead Inn Meeting Pavilion STATION DRAINAGE AREA - 0.140 ACRES C VALUE = .860 CA = 0.120 SUM CA= 0.120 INT= 4.00 CFS= 0.462 CO= 0.000 GUTTER FLAW= 0.482 GUTTER SLOPE = 0.0127 FT /FT PAVEMENT CROSS SLOPE = 0,0208 FT /FT SPREAD W W/T SW SW /SX EO a S'W SE 4.75 2.0 0.42 0.0208 1.0 0.77 2_0 0..083 0.065 XX" -7YMXX CURB INLET ON A CONTINUOUS GRADE XXXX.XY,X]LXX REQUIRED LENGTH (fc) = 7.1 EFFICIENCY- 1.00 CFS INTERCEPTED- 0.48 CFS CARRYOVER= 0.00 INLET NUMBER 5 LENGTH 8.0 STATION DRAINAGE AREA = 0.140 ACRES C VALUE _ .860 CA = 0.120 SUM CA= 0.120 INT= 6.50 CFS= 0.783 CO= 0.000 GUTTER FLOW= 0.783 GUTTER SLOPE - 0.0127 FT /FT PAVEMENT CROSS SLOPE = 0 -0208 FT /FT SPREAD W W/T SW SW /SX Eo d S'W SE 5,70 2.0 0.35 0.0208 1.0 0.68 2.0 0.083 0.078 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXX2QC7C REQUIRED LENGTH (ft) = 9.2 EFFICIENCY= 0.96 CFS INTERCEPTED= 0.76 CFS CARRYOVER= 0.02 The Cox company E &S and SIAM Con mutations JUL -20 -2007 14:26 FROM:COX CO. & "TRK HUGHE 434 - 295 -7540 TO'724126 P:5 INLET NUKEER 7A LENGTH 8.0 Boars Head Inn MeeCnxg Pavilion STATION DRAINAGE AREA 0.390 ACRES C VALUE = .5S0 CA = 0.214 SUM CA= 0.714 INT= 4.00 CPS= 0.858 CO= 0.000 GUTTER FLOW= 0.858 GUTTER SLOPE - 0.0182 FT /FT PAVEMENT CROSS SLOPE = 0.0208 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 5.52 1.6 0.29 0.0206 1.0 0.60 2.0 0.104 0.083 XXXXXXXXXX COMBINATION GRATE CURB INLET ON A GRADE XXXXXXXXXX SLOT INTERCEPTS 0.33 CFS GRATE INTERCEPTS 0.53 CPS CFS INTERCEPTED= 0.86 CFS CARRYOVER= 0.00 INLET NUMBER 7A LENGTH 8.0 STATION DRAINAGE AREA = 0.390 ACRES C VALUE = .55D CA = 0 -214 SUM CA= 0.214 INT= 6.50 CFS= 1.394 C0= 0.000 GUTTER FLOW= 1.394 GUTTER SLOPE = 0.0182 FT /FT PAVEMENT CROSS SLOPE = 0.0208 FT /FT SPREAD N W/T 9W SW /SX Ho a S'W SE 6.62 1.6 0.24 0.0208 1.0 0.52 2.0 0.104 0.075 XXXXXX XXX COK91NATION GRATE CURB INLET ON A GRADE 3QOCXXXXXXX SLOT INTERCEPTS 0.66 CPS GRATE INTERCEPTS 0.53 CFS CFS INTERCEPTED= 1.39 CFS CARRYOVER- 0.00 Pre Cox Company E&S and SWM Con :p stations JUL -20 -2007 14:26 FROM :COX CO. & VTRK HUGHE 434 - 295 -7540 T0 P:6 Boars Head Inn Meeting Pavilion INLET NUMBER 8A LENGTH 8.0 STATION DRAINAGE AREA = 0.250 ACRES C VALUE = .750 CA e 0,188 DRAINAGE AREA = 0.250 ACRES C VALUE = .750 CA 0.188 SUM CA= 0.375 INT= 4.00 CFS= 1.500 CO= 0.000 GUTTER FLOW= 1.500 GUTTER SLOPE = 0.0050 FT /FT PAVEMENT CROSS SLOPE = 0.0206 FT /FT SPREAD AT A SLOPE OF .005 (ft. /ft.) IS 5.62 (ft.) XXXXXXXx3CX COMBINATION GRATE CURB INLET IN A SUMP XXXXXXXXKX DEPTH OF WATER (ft) = 0.20 SPREAD (ft) = 9.49 PERIMETER OF GRATE _ 5.70 (ft.) AREA = 2.00 (sq.ft.) LENGTH OF INLET = 8.0 (f C.) H = 0.500 (ft.) INLET NUMBER 8A LENGTH 8.0 STATION DRAINAGE AREA - 0,250 ACRES C VALUE = .750 CA = 0.188 DRAINAGE AREA = 0.250 ACRES C VALUE = ,750 CA = 0.189 SUM CA 0.375 INT= 6.50 CFS= 2.438 CO= 0.000 GUTTER FLOW= 2.438 GUTTER SLOPE = 0.0050 FT /FT PAVEMENT CROSS SLOPE - 0.0208 FT /FT SPREAD AT A SLOPE OF _005 (ft_ /ft.) IS 7.14 (ft_) XXXXXXXXXX COMBINATION GRATE CURB INLET IN A SUMP XXXXXXXXXX DEPTH OF WATER (ft) = 0.27 SPREAD (ft) = 13.1.2 PERIMETER OF GRATE 5.70 (ft_) AREA = 2.00 (aq_ft_) LENGTH OF INLET = 8.0 (fC_) H - 0,500 (ft.) The Cox company E &S and SWM Computations Bars Head Inn Meeting P a - vili o rl Major Site Plan Amendment FROSION & SkDJN1FNI' CONTROL AND ST( )RMWA'1'FR C.LCUTI 'I'IONS Albemarle CountN Virginia Prepared for: University of Virginia Foundation P.O. Box 400218 Charlottesville, Virginia 22904 Prcharccl 1)\ R, \1: —] dun, 'nnl W R -19 Appendix 9113-2 LD -229 Storm Drain Design Computations LD -229 ROUTE: PROJ: Boars Head Inn Meeting Pavilion July 2000 STORM SEWER DESIGN COUNTY: DIS COMPUTATIONS DESCRIPTION: Storm pipe revision - 14 Jun 07 ET: 1 of 2 AREA DRAIN A" RUN- OFF COEF. CA INLET TIME RAIN FALL RUN- OFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY V FLOW TIME MINUTES REMARKS FROM POINT TO POINT ACRES C INCRE- MENT ACCUM- ULATED MIN- UTES IN /HR CFS UPPER END LOWER END FT FT /FT IN CFS FPS wcR,ACCUM 1)2)3)4)5)6)7)8)9)10)11)12)13)14)15)16)17)18) 16 15 0.35 0.80 5.00 7.11 2.01 565.50 565.00 84 0.006 15 5.05 3.88 0.36 5.36 20 19 0.66 0.75 5.00 7.11 3.55 567.50 567.00 99 0.005 15 4.63 2.89 0.57 5.57 Ex. C Ex. B 11.48*29.00 3.57 20.10 573.25 570.87 32 0.086 24 39.10 6.46 0.08 29.08 Pond Rout Ex. B 8 29.08 3.56 20.10 570.77 570.10 30 0.026 24 36.48 11.89 0.04 29.12 8 7 29.12 3.56 23.28 569.60 568.10 148 0.009 30 38.23 5.57 0.44 29.57 7 6 0.10 0.90 29.57 3.53 24.34 568.15 567.70 58 0.008 30 37.35 5.91 0.16 29.73 6 5 29.73 3.52 24.32 567.50 567.20 43 0.008 30 35.97 5.70 0.13 29.86 5 4 0.18 0.86 29.86 3.51 24.86 567.00 566.45 72 0.008 30 36.87 5.63 0.21 30.07 4 3E 0.16 0.90 30.07 3.50 25.35 566.25 565.85 49 0.009 30 38.60 6.07 0.13 30.20 3E 3D 30.20 3.49 25.34 565.65 565.10 72 0.008 30 36.75 5.78 0.21 30.41 3D 3C 30.41 3.48 25.32 564.90 563.40 175 0.009 30 38.36 6.69 0.44 30.85 3C 3B 30.85 3.45 29.72 563.20 562.70 67 0.008 30 36.50 8.28 0.13 30.98 3B 3A 30.98 3.44 29.69 561.50 560.30 110 0.011 30 43.21 9.49 0.19 31.18 W R -19 Appendix 913-2 LD -229 Storm Drain Design Computations LD -229 July 2000 STORM SEWER DESIGN COMPUTATIONS ROUTE: _ COUNTY: _ DESCRIPTION: PROJ: Boars Head Inn Meeting Pavilion DIS Storm pipe revision - 14 Jun 0 MEET: _2of2 j c AREA DRAIN A" RUN- OFF COEF. CA INLET TIME RAIN FALL RUN- OFF O INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY V FLOW TIME MINUTES REMARKS FROM POINT TO POINT ACRES C INCRE- MENT ACCUM- ULATED MIN- UTES IN /HR CFS UPPER END LOWER END FT FT /FT IN CFS FPS iNCF ACCUM 1) 1 2)3)4)5)6)7)8)9)10)11)12)13)14)15)16)17)18) 8A 8 1.17 0.76 0.89 0.89 5.00 7.11 6.35 571.00 570.70 15 0.027 15 10.62 9.04 0.03 5.03 7A 7 0.39 0.55 0.21 0.21 5.00 7.11 1.54 574.00 572.50 21 0.087 12 10.50 9.55 0.04 5.04 2A 2 0.26 0.83 0.22 0.22 5.00 7.11 1.55 564.30 564.00 9 0.061 15 15.96 8.24 0.02 5.02 Ex D 2B 0.52 0.50 0.26 0.26 5.00 7.11 1.86 572.02 569.17 29 0.100 12 6.64 7.26 0.07 5.07 2B 2 0.10 0.50 0.05 0.05 5.07 7.09 2.22 567.00 566.00 56 0.019 12 4.89 6.08 0.15 5.22 14C 14B 1.23 0.55 0.68 0.68 5.00 7.11 4.85 571.00 569.00 65 0.066 15 16.55 3.95 0.27 5.27 14B 13 0.69 0.80 0.55 0.55 5.27 7.04 8.70 569.00 566.75 113 0.021 15 9.27 7.10 1 0.27 5.54 13 12B 0.08 0.60 0.05 0.05 5.50 6.96 8.95 566.50 565.00 35 0.048 15 14.20 7.30 0.08 5.58 12B 3C 0.00 0.00 0.00 0.00 5.58 6.93 8.92 564.80 564.50 11 0.046 15 13.80 11.95 0.02 5.60 User Name:LICENSED Date: 06 -14 -07 Project: Date:06 -14 -07 Plan Time: 14:03:12 Network:07 - alt A Project:BHI Meeting Pavilion Final Site Plan WP,-hgl Time:14:02:42 Junction Pipe p Dn Tot Up Network:07 - alt A Storm Outfall Pipe HGL HGL J1117ct Pipe Flow In Inv Page:1 Cap Dn Up Rim cfs)El E1 ft)sl cfs) DI 7A WP.hgl format 574.00 572.50 21.20 8.72 - -10.50 - - 572 7; 574 9 - 5811.1' Junction Pipe Dn Tot Up Dn Plan Inv Pipe HGL HGL Junct Pipe Flow Inv Inv Len S Cap Dn Up R m cfs)E1 El ft)a)cfs) MH 3B Pipe 3B Outfall 29.69 561.50 560.30 110.03 1.11 43.21 561.83 563.02 565.80 MH 3C Pipe 3C Pipe 3B 29.72 563.20 562.70 67.10 0.79 36.50 564.41 564.91 570.00 MH 3D Pipe 3D Pipe 3C 25.32 564.90 563.40 175.31 0.88 38.36 565.44 566.62 5"1.20 MH 3E Pipe 3E Pipe 3D 25.34 565.65 565.10 72.43 0.80 36.75 567.19 557.37 575.00 LI 4 Pipe 4 Pipe 3E 25.35 566.25 565.85 49.13 0.89 38.60 567.83 567.9 575.00 DI 5 Pipe 5 Pipe 4 24.86 567.00 566.45 72.00 0.81 36.87 568.56 558.70 5 MH 6 Pipe 6 Pipe 5 24.32 567.50 567.20 42.97 0.77 35.97 569.23 569.2C 581.20 MH 7 Pipe 7 Pipe 6 24.34 568.15 567.70 58.22 0.83 37.35 569.66 569.83 SR0.50 MH 8 Pipe 3 Pipe 7 23.28 569.60 568.35 147.75 0.87 38.23 570.33 571.24 5 E_._.B Pipe ex.B Pipe 8 20.10 570.77 570.10 29.73 2.60 36.48 571.16 571.83 E:_.0 Pipe e - .Pipe ex.B 20.10 573.25 570.37 31.69 8.60 39.10 572.81 57S .21e 5 36 User Name:LICENSED Date:06 -14 -07 Project:PHI Meeting Pavilion Final Site Plan Time:14:03:07 Network:07 - alt A Storm Outfall Page:1 Wk hgl format Junetion Pipe Dn Tot Up Dn Flan Inv Pipe HGL HGL Jun t Pipe Flow Inv Inv Len S Cap Dn Up Rim cfs)El El ft)o)cfs) DI 8A Pipe 8A Pipe 8 6.35 571.00 570.70 14.11 2.97 11.12 571.33 572.3h S75 .40 User Name:LICENSED Date: 06 -14 -07 Project:BHI Meeting Pavilion - Final Site Plan Time: 14:03:12 Network:07 - alt A Storm Outfall Page: 1 WP,-hgl format Junction Pipep Dn Tot Up Dn Plan Inv Pipe HGL HGL J1117ct Pipe Flow In Inv Len S Cap Dn Up Rim cfs)El E1 ft)sl cfs) DI 7A Pipe 7A Pipe 7 1.54 574.00 572.50 21.20 8.72 - -10.50 - - 572 7; 574 9 - 5811.1' User Name:LICEITSED Date: 06 -14 -07 Project:BHI Meeting Facilion -Final Site Plan Time: 14:03:31 Network:07 - ait A Storm Outfall Page: 1 WR -hgl format Junction Pipe Dn Tot Up Dn Plan Inv Pipe HGL HGL Junct Pipe Flow Inv In•,Len S Gap Dn Up P-im CIS)El El ft)s)Ifs) MH 12B Pipe 12B Pipe 3C 8.92 564.80 564.50 10.53 4.56 13.73 565.23 555.53 5" DI 13 Pipe 13 Pipe 12B 8.95 566.50 565.00 35.01 4.84 14.19 566.59 567.x5 571. 5 DI 111B Pipe 17 Pipe 13 8.72 569.00 566.75 113.19 2.06 9.27 569.41 571.40 74.75 DI 14C Pipe 18 Fipe 17 4.85 573.00 569.00 64.72 6.59 16.55 571.48 5"'4.10 5 .Ou t3o rr:• He -, — fill lfcclirrti I'll z ilion Ponds A, B and C Proposed Conditions Routing The Coy Comtmrrr/ I.trti an d SIVA1 Conrflulutiorls i r = 0 c ' June 3U rte' Fund c' R n- r n- i4ll Job File: C:' projects'. UVAF -3HI Meeting Pavilion SDP' Calcs` hydro -rota: PFI- LOWEP PCND ROUT -POST MP- REi22JUN07. PFW Pain Dir: C: projects U'JbF -BHI bSeeting Pa :ilion Final SDF Cal-. h }dro -rout JOB TITLE Project Date: 2/15/2005 Project Engineer: The Co:_ Company Project Title: Boars Head Eirdwood CC Pond Project Comments: pipe sizing S; N: PondPack "der: Compute Time: Date: abl sf Ccn._nt: Table of Cr. 1 MASTEP. SUMMARY Water shd....... Master Netwoii_ Summai . ............. l.0i TC CALCULATIOI SUBAREA A....... Tc Calcs ........................... 2.01 SUBAREA B....... Tc Calcs ........................... 2.03 SUBAREA C ...... . Tc Calcs 2.03 CN CALCULATIONS * + + + + + + + + + + + + +« ++ SUBAREA A....... Runoff CN -Area ..................... 3.01 SUBAREA 8....... Runoff CN -Area ..................... 3.03 SUBAREA C....... Runoff CN -Area ..................... 3.03 POND VOLUMES PO14D A.......... Vol: Elev -Area ..................... 4.01 POND B.......... Vol: Elev -Area ..................... 4.02 POND C.......... Vol: Elev -Area ..................... 4.03 OUTLET STRUCTURES * * * * * * * + * * * * * * * * * * + ** Outlet A........ Composite Rating Curve .............5.01 Outlet B re:' per Composite Rating Curve .............5.03 Outlet C........ Composite Rating Curve .............5.05 T_.pe.... Master Netwcr }_ -ummaLy Page I.Cil IT,ime.... rlatersh %d File.... C: ,irojests LJAF -PHI iieting Fai1n,Fna1 DFesc; -alrs'__ }'dc -r LOWEP FOND P.. UT -FOST MF EE'J 2J T I07 . PPT 19ASTEP DESIGN STJPtl SUMMIR Network Storm Collection: I- .lhemaLle Count Total Depth Rainfall Return Event in Type REF ID 3.7000 Synthetic Curve Ty 24hr 10 5.6000 Synthetic Cur Type II 24hr 100 9.1On0 Synthetic Cur ^e T,pel 241r MAS -ER. NETWORK SUMMARY SCS Unit Hydrograph Method Node= Outfall; +Node -Divers ion; Trun= HYG Truncation: Blank =None; L =Left; R =Rt; LP- Left &P.t) Max Peturn HYG Vol Qpea}:Qpeak Ma:_ WSEL Pond Storage Node ID Type Event ac ft Trun hrs cfs ft ac-ft JUNC 10 JCT 2 1.273 15.5256 1.33 JUNG 10 JCT 10 4.205 12.6250 8.33 JUNC 10 JCT 100 11.088 12.2500 43.05 JUNC 20 JCT 2 21.722 R 12.8750 64.48 JUNC 20 JCT 10 43.343 R 12.6250 170.61 JUNG 20 JCT 100 38.621 R 12.125:197.62 JUNG 30 JCT 2 15.715 1 3750 72.57 JUNG 30 JCT 10 32.075 12.3250 173.60 JUNC 30 JCT 100 65.908 13.3000 400.1 POND A I14 POND 1.879 12.0250 27.46 POND A IN POND 10 4.811 12.0000 77.96 POND A ITT POND 100 11.694 12.010 193.84 FOND A OUT POND 2 1.273 15.5250 1.13.20 2.232 POND A OUT POND 10 4.205 12.6250 8.83 513.70 3.284 POND F OUT POND 100 11.088 12.43.05 615.02 173 pe.... J+aster i.Nt:,'cL}_ Scmmai:.Page 1.(J. Name.... Watershed File.... C:projects T7."A.F -BHI Neetl?ig Pa ii:a1 DP Storm xlr-s IrYdi_t BH-- LOJWEP. POND P- OUT P'ST MP-PE:'2=J In7.PFV1 I NET'WOPI'SU1 SCS Unit H_•drograph Method t *Node= Oucfali;Node=Diversion;l Trun=HYG Truncation:B.iank None;L =Left;P. =P.t, LR- Left&Pt) r4a:: Return HYG ol Qpea}_Qpea}:14a:: WSEL Pond Storage Node ID Type Event ac ft Trim hrs cfs ft ac -ft POND B IN POND 15.716 12.1000 181.99 POND B IN POND 10 32.075 12.1000 352.88 POND B IN P014D 100 65.910 12.1000 694.01 POND B OUT POND 2 15.715 12.3750 72.67 560.18 7.335 POND B OUT POND 10 32.075 12.3250 173.60 561.26 11.235 POND B OUT POND 100 65.908 12.3000 400.11 563.09 18.117 POND C IN POND 2 32.035 12.200n 121.88 POND C IN POND 10 43.674 12.2000 268.70 POND C IN POND 100 87.827 12.2001 583.97 POND C OUT POND 2 21.722 R 12.8750 64.48 542.50 7.550 POND C OUT POND 10 43.343 P 12.6250 170.61 544.14 11.459 POND C OUT POND 100 88.621 P 12.1250 197.62 544.50 12.362 POND OUTFALL JCT 2 21.722 P 12.8750 64.48 POND OUTFALL JCT 10 43.343 R 12.6250 170.61 POND OUTFALL JCT 100 88.521 R 12.1250 197.62 SUBAREA A AREA 2 1.879 12.0250 27.46 SUBAREA A AREA 10 4.811 12.0000 77.96 SUBAREA A AREA 100 11.694 12.0000 193.84 SUBAREA B AREA 2 14.444 12.1000 181.99 SUBAREA B AREA 10 27.872 12.1000 352.33 SUBAREA B AREA 100 54.823 12.1000 679.76 SUBAREA C AREA 2 6.320 12.1250 75.21 SUBAREA C AREA 10 11.599 12.1000 137.02 SUBAREA C AREA 100 21.919 12.1000 253.36 S - N: PondPack Ver:Compute;Time:Date: T_Te ... . r Calcs lame .... SUEAREA A Page r File.... C: PrOjects,V AF -BHI Fleeting Pavilion Fir-al SDP Storm Ca]cs h_Oro-'out BHI- LOWEP- POUD ROUT -POST 6lP- PEV22JUN0 TIME OF CONCENTRATIO0 CALCULP.TOP_ Segment #l: Tc: TR -55 Sheet Mannings n 15u0 Hydraulic Length 150.00 ft Iyr, 24hr P 3.7000 in Slope .080000 ft/ft A .35 ft/sec Segment 41 Time: .1206 hrs Segment #2: To: TR -55 Shallow Hydraulic Length 850.00 ft Slope .150000 ft, /ft Unpaved Amg.Velocity 6.25 ft /sec Segment #2 Time: .0378 hrs Total To: .1584 hrs T_`pe .... Tc Calas Page .0- Name.... SUPAREA P File.... 0, projects UATF -PHI Meeting Pa7ilion Final SDP Storm =aice hjArr -r,ut PHI - LO[4EF- CP ND ROUT - POp IdF- FE';2 iJTJUC ^ . PPW - - TIME OF CONCENTRATION CALCULATOR. Segment 41: To:TR -55 Sheet Mannings n 1500 Hydraulic Length 150.00 ft 2yr, 24hr P 3.7000 in Slope 020000 ft ft Avg.Velocity 20 ft,'sec Segment #1 Time: .2101 hrs Segment #2: Tc:TR -55 Shallow Hydraulic Length 1000.00 ft Slope 045000 ft /ft Unpaved Avg.Velocity 3.42 ft /sec Segment #2 Time: .0312 hrs Segment #3: Tc TR -55 Channel Flow Area 2.5000 sq.ft Wetted Perimeter 3.50 ft Hydraulic Radius 64 ft Slope 020000 ft/ft Mannings n 0250 Hydraulic Length 1100.00 ft AT:g.Velocit,6.27 ft/sec Segment 43 Time: .0488 hrs Total Tc: .3400 hrs rF.... Tc -alga P "ge Q tram =_ .... igAEE; - Pi _: pY Gle U'.'AF -BIII r4eetlllg Pa: "l; ,n F DP St Orm, , _alcc Indr - icut bFll LCI%'EE FSND EJUT -FGST ITP- EE'.'ILTIIO ?.FFPi ME - T CC CI_L. ... ............................... Segment #'1: Tr:TP- -55 Sheet Mannings n i5nn Hydraulic Length 300.00 ft 2yr, 2lhr F 3.7000 in Slope J600nn ft /'?: A:'g. "elccity 35 ft,'sec Segment #1 Time:2357 his Segment #2: Tc:TP -55 Shallow Hydraulic Length 750.00 ft Slope 060000 ft;ft Unpaved Avg.`7elocit_3.95 ft,/se(- Segment #2 Time:0527 hrs Segment #3: Tc:TP -55 Shallow H_,'draulic Length 150.00 ft Slope 005000 ft/ft Unpaved A:1.13 ft, sec Segment #; Time:0355 hrs Type ... Tc Cal - - 's Pao_ e 2 . 04 Flame.... SUBAREA C File.... C:',projectL , U`d &F -F,H1 Meeting Pd'tilion` Final SDP %Storm Calcs rc,,1t BHI- LObiEP POP7D ROUT -POST MP- RES Segment #4: Tc: TF_-55 Shallow H;'draulic Length 750.00 ft lsope .060um ft ft Unpa ed 1 .95 ft,'sec eoment #-I Time: .05- 7 hrs Total Tc: 3 Ills Tvpe.... Punoff CII -Area Ilam .... SUBIP.EA A Page 3.(ji File.... _. pro3ects'U'JTF -BHI Meeting Pa-, Final SDP.Stoir: Cabs'I?_rJrc, -rout EHI- LO;dEP PGNL- TOUT -POST bIF P_E'!Ll'JLIIIO?.F'F'PI P-UIIC FF ('UP`; E NUI9BEP DATr. Inner ions Area Adjustment Adjusted Soil /Surface Description ON acres °C Tic CPI Woods - grass combination - fair 62 31.700 62.00 COMPOSITE AREA & WEIGHTED CII - -: 31.700 52.00 (62) Type.... Runoff CN -Area Name.... SUBAREA B Page 3.02 File.... C: "projects' UVAF-BHI Meeting Pa SDP',,Stcrm Calcs',hydro-rout,BHI- LOWER POIJD POUT -POST MP- REV22JUN07.PPW RUNOFF CURVE NUMBER DATA Impervious Area Adjustment Adjusted Soil - Surface Description CN acres C .TJC cN Urban Districts Commercial & Busi 85 13.200 95.00 Urban Districts Commercial & Busi 88 2.200 88.00 mixed - 1/2 ac resid & commercial 78 85.200 78.00 COMPOSITE AREA & WEIGHTED CPI --- >100.600 79.14 (79) r,pe.... PuncTF CII ArGz Name .... SUEAP.E:. C File.... C: projects U,'AP-BHI t -'r -: t?r_q Pa. ,n Final SLP St -,rm _ _ „h;'di --r- i` HH1- LOFIEP FOIID F' JUT - FOST MP- PE .'«JUIIti” . PF'47 RUNOFF CUPVE NU IEEP. DA'?';- Inpervious tsea Adjustment Adjusted Soil ,'Surface Description CII acres .;C uc CN Urban Districts - Commercial & Busi 92 1.400 92.00 mi.:ed resid & commercial 83 35.000 F3.00 COMPOSITE AREA & 'WEIGHTED CN -. 37.400 83.34 (83) Type .... Vol: Elev -Area Name.... POND A Page 4.O1 File.... C: \projects,UVAF -EHI Meeting Pa-:ilion'Final_SDP \,Storm Calcs \hydro- rout' LOWEP. POND POUT -POST MP- P.EV22JUI107.F'PW Ele•zation Planimeter Area Al +A2 +sgr(Al *A2)Volume Volume Sum ft)sq.in) (acres)acres)ac -ft)ac -ft) 612.('0 1.50on 0000 000 000 612.70 2.0000 5.2321 1.221 1.221 515.00 2.4000 6.5909 SO 8.471 POND 'JOLUME EQUATIONS Incremental volume computed by the Conic Method for Peser Volumes. Volume = ii, 3) * IEL2-EL1) * tAreal + Area2 + sq. rt. (Areal *Areal)) where: ELI, EL2 = Lower and upper ele of the increment Area 1, Area-' = Areas computed for ELI, EL2, respect i• plume = Incremental - plume between ELI and EL2 T Name.... POND B Page -1.02 File.... C:',prcjects',U'AF Meeting Pa•i lion 'Final SDP Storm Cale hydr_, -rjut EHI- LO[9EP POND ROUT -POST MP- l - EV22JTjZIri7. PPDI Ele-,Planimeter Area Al +A2+sgr(Al *A2)Volume Volume Sum ft)sq.in) (acres)iRCres)a ^ -ft)ac -ft) 558.00 1 - - -- 3.0006 0000 000 000 558.86 3.4000 9.593 - 1 2.555 2.558 563.50 3.9000 10.94i4 7.1I-15.700 POIID VOLUME EQUATIONS Incremental volume computed b_. the Conic Method for P Volumes. plume = (1i3) ' (EL - - EL1) * (Area + Area- + sq. rt.(Areal *Area-')) where: ELI, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for ELI, EL2, respecti•el_ Volume Incremental volume between ELI and EL2 Type.... Vol: Elev -Area Name.... POND C Page 4.03 File.... C:\,projects'UVAF -EHI Meeting Pavi lion \Final SDP' Calcs`,hydro- LOWER POI;D ROUT -POST MP- REV22JUId07. PPW Elevation Planimeter Area Al +A2 +sgr(AI *A2)Volume Volume Sum ft)sq.in) (acres)acres)ac -ft)ac -ft) 535.00 2.0000 0000 000 000 540.10 2.1000 6.1494 2.255 2.255 5I4.50 2.5000 6.891.'10.107 1-.362 POND VOLUME EQUATIONS Tncremental -.oltime compu_< -1 by the Conic Method for Reser . ir - Volumes. Volume = (1'3) * DEL'-ELI( * (Areal + Area-2 + sq. rt. (Areal *Frea2)) where: ELI, EL- = Lower and upper ele of the increment Areal,Area- = Areas computed for ELI, EL:', respectivel, Volume = Incremental volume between ELI and EL p -.. I- :nFn;,ite Pat'ng r. Page c.nl lame .. .. iut let L File. .. C: rro sects .0 ",'_.F -b'HI Meeting Fa ikon Final ' - DP Storm Calcs' lr;dro r ,u- bHI L'„EF. FCQiD P -_CST MF- PE:2:.jU 0 .PP ?: i + ** COAiPOSITE nUTFLOW S 11,1AP'i - S E1 -Total Notes Ele:TVi Fie Erroi ft cfs ft Contributing Stru -turec 612.Gu 00 Free Outfall None contributing 612.10 00 Free Outfall None contributing 612.2u 00 Free Outfall None contributing r1.30 00 Free Outfall None contributing 612.40 00 Free Outfall None contributing 612.50 OG Free Cutfall None contributing 612.60 00 Free Outfall None contributing 61 On Free Outfall None contributing 612.80 00 Free Outfall None contributing 612.90 00 Free Outfall None contributing 613.00 00 Free Outfall WO 613.10 4 - 7 Free Outfall WO 613.26 1.34 Free Outfall WO 613.30 2.46 Free Outfall WO 613.40 3.80 Free outfall WO 613.50 5.30 Free Outfall WO 6 ,13.60 6.97 Free outfall WO 613.70 8.79 Free Outfall WO 613.80 10.73 Free Outfall WO 613.90 12.81 Free outfall WO 614.00 15.00 Free Outfall WO 614.10 17.30 Free Outfall 1 614.20 19.72 Free Outfall WO 614.30 22.23 Free Outfall WO 614.40 24.85 Free Outfall V10 614.50 27.56 Free Outfall Wo 614.,0 30.36 Free Outfall WO 614.70 33.25 Free Outfall WO 614.80 36.22 Free Outfall WO 614.90 39.29 Free Outfall WO 615.n0 42.43 Free Outfall WO 615.10 45.65 Free Outfall WO 615.20 48.95 Free outfall WO 615.3n 52.32 Free Outfall WO 615.40 55.77 Free Outfall V70 615.50 59.29 Free Outfall W0 51,.60 22.88 Free Outfall VIO 615.70 66.55 Free Outfall WO C-1 6C)70.18 Free Outfall WO 615.90 4.R Free Out falI Wi) 616.00 Free Cutfall VIO T %T'e... (mp cite Eating 'rn tag- _.03 Mane....1t1-_t E, re: per File.... _. pz U.'r -°'r[I '.Ieetiig P3 F1zi; DF' -air l::'JIc_ - -: EHI DIEF. FOND F(U nT -FST hIF - F_F 'JD2I0 .F'FW - S C0I4PCSITE C'IITFLO: ^I SUbiMLRY * ** S Etc.', Tutal E 1 e'.. Q f cfs 558.0U .00 558 1C, .00 558.20 .00 558.30 .00 558.40 .00 558.50 03 558.60 .010 558.70 .00 558.80 .00 558.90 1.42 559.00 4 . (3 559.10 7.39 SS9.20 11.39 559.30 15.91 559.40 20.92 559.50 26.36 559.60 32.20 559.70 38.12 559.80 15.00 559.90 51.92 560.00 59.15 55n.10 66.70 560.20 71.53 560.30 82.67 560. -10 91.08 560.50 99.7 -1 560.60 108.67 560.70 11 560.80 127.23 560.90 136.95 561.00 146.84 561.10 156.96 561.20 167.32 561.30 177.88 561.10 188.66 561.50 199.65 561.60 210.84 561.7u 222.24 561.80 233.83 Srl.90 215.,2 562.00 25,.60 562.10 269.76 562.20 282.12 102.30 294-Cr 562.10 307.38 562.50 320.'7 562.60 333.31 562.70 346.59 562.80 360.00 562.90 373.59 5 6, 3 . 00 387.3-1 563.10 101.25 563.20 115.33 563.30 429.57 563.10 143.97 563.50 158.5- Corr:er T"l Ele Error ft +! - ft Free Out fa11 Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfali Free Outfall Free Outfall Free Outfall Free Out fal1 Free Outfall Free Outfall Free Outfall Free Out fa11 Free Outfall Free Outfall Free Outfall Free Outfa11 Free Outfall Free Outfall Free n It fal.1 Free Out faII Free Outfall Free C 'trtfa11 Free Outfall Free Out fal1 Free nutfall Free Out fe11 Free 'Jut f.: 11 Ilotes ze ------------- --- - ------ Contributing Stru- -tureE Done contributing None contributing Clone contributing None contributing alone contributing Clone contributing Done contributing alone contributing VIU WO WO WO WO WO WO WO WO WO WO wo WO WO WO WO 410 WO WO WO WO WO WO WO WO Ti 0 WO WO WO w0 V7 0 WO WO V7 0 WO WO wo WO WO WO WO Gl0 W0 WO wn W0 VIiI T_,Tt'.. . . Composite r=ating_ `ll Nama Outlet C Page 5.05 rile... . C: F2ojerts ITIJ,F -EHI Fleeting Pa. Final oDP Stoi.m Calc dto r ^_it EHI- T,OWEP. POiID ROUT-P( T MF -FE - 22 U?I- , . 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