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HomeMy WebLinkAbout94 - Design Report - Valley Commons - Revision_Supplemental Documentation VALLEY COMMONS BUSINESS PARK �1L 3'1-ClRM 1,%1f.)TER HYDRAOL IC ANALYSIS DEE)IG-1ED BY:L:PV/AU Le Catchment 11 1 (p Catchrnent Loc;atr:i,t)11 Description East. Lot. 115 SYSTEM A 6 15. C,a.t.dru'nent 47393 28 Catc;hrnent r-)rea(acres) 1,088 iJ�erL<ci"1Gi D �',i:,a,nce(ft) 21.0 c,ir-ic)•f f Cc.)e f f i c:i ent, 0,5 �NDAA Ara_AS Z) VOLU ►kl4;;-- ��. SrG ALNAw A TC1Z !MNS.T-c Z pi.V}N 11.... fTlc;; ), time Inge :=ity f;:1.C>, 0,.D. TirneArea r=;rea ACt'.t.AalF]ovi (Q.) Vo1_Ume (rni.n) (:sc-:c;) ( in/rat•') C.�rrr::n't;( F1,;)r,rv;t�._1c�J.(fi't,) r•1�Atiplier (5f) (C-fS) (Gf) 0 0 0C) 0 0 0 0 0 1.. 60 7, 145295 1'?0 120 0.57 27081.`8 7 2 M96�76 134,3805 120 4.585228 240 21.0 1.14 47393.28 2.51515 301.8181 3 180 3.5372214 360 210 A,.71 4'739 3. :i 1..94•ri'f'_85 349. 5 4 240 2,.94,24 4��0 210 2,29 47393.�28 1.614.()05 387.3611 r 2.S50817 6;00 210 2.86 47593.20 1.399208 41.9.7625 6 360 2.269882 7�J 2 0 210 3.43 4'7.393,28 1.245106 44 8.2382 7 4?0 2.0566 36 840 210 4.00 47393.28 1.1281 33 473.816 3.816 8 480 1,888176 960 210 4.57 47393.28 1 .035728 4177,1493 9 540 1..751076 1.080 210 5.14 47393.28 0.960523 5i.18.682 7 10 600 1..636892 1200 210 5k71 4'7393.28 0.89789 538.734 1.1.. 660 1.540029 132.0 210 6.29 47393.28 0.844.757 557..5397 12. 720 1.4.�6613 14.40 210 6.i:36 47393.28 0.799001 575.2805 13 780 :1,..38;3874 1.560 21.0 7.:,1.3 4 7 39i3„ 8 0.7591.01 592.0986 14• 840 1,�31.977 1.680 1_1.0 8.00 47393.28 0.7239:,33 6;)8.1077 1S 900 1,2F,,?763 1.800 21.0 13.`':)7 473913).28 0.692667 623.4,00 7 16 960 :1..211667 1`20 2109.1_.4 47:39:5„28 0.66464 638.0543 21() 9.71 47393.2 3 0.639 346 652 k 132-B 1�3 1,011:30 1.1. E38 2'1.60 2.10 10_29 47393.28 0:•616 3£3 665.6907 1..`>' :i,1_ :i:) 1...C)r3 ,:1;7 ' 'i:C) 2101.i), "sC:, .,1.+3 {>)�3,:r.'£3 (.a.595 41.6 678. 774���' 20 1200 1,05041.5 ' 1100 1210 i 1.. 1::> 4'739,3,28 0.576183 691.4252 1. 1. .'r;7+? J...(:)j' 1:..;� .'r.i::f.) ;�:1;) :.,.00 4%..S`;. <.'.8 0.558, .4 4 7i-.r � ,."? 1. C,,_,. .�, 1r';) 1�a 12.'i7 : %',:%'. £3 i_)>5'120u2 715,5GC)'� :x 1,•: 3':) C).96ii'7:` 3 ;('>i) :_'."l.t.) 1.'fir 47;5()•:3. 1£3 C).t=)2683"7 7r 7 1C)3£? :4 :1.4�4C) 0,�'.';<1• l 7 'r31:3ca 10 1;3 71 41 3`?'.a,`�'8 0,512729 738..•3299 :::. /•� r •,.� ='c ,)t '='10 14•. '9 4..73513,. 8 0.499507 749.2605 1 5 31.20 210 14 x 86 4 7,�9 3.28 0.457125 7.59..914 7 7 /,?0 0.866857 a2<'40 210 1.5,43 47393.28 0 r 4,755 774:),:309 7 1..c.,:. 28 .1.680 ) £3'4Fa;.1...) 3..)67 21 ) 16,00 ' 4739:3.21:3 0.4.6456 780,461 _ '9 1.'710 0,:8281�:):1 :5'48Ca 210 1.6.57 47393.28 0.4542,1 3 790.3,332 3o 1800 ().810.331 3600 210 17.14 47393 28 0.4444.94 600.0386 ;31. :1860 0.793503 3720 210 .1.7.71 4,7:3��3.�''8 0.435263 809.5691 �2 1920 0.77754:a 3840 210 18.29 47393,23 O,426508 81.8.8954 13) 1980 0.76238 3960 210 1 B.86 4TY31:3 21:3 0.4181.9.1 828.01713, 34 2040 0.747952 4080 210 19,43 47393.28 0.410277 8236.9641 35 2100 0.734'204 4,12100 210 20.00 47 39.3.28 0.402735 845.74 4. 36 21,60 0n721.085 4.320 210 20.57 47393.28 0.395539 854.3647 37 2220 0.708551. 4440 210 21.14 4739.3.28 0.38866.4 862.8336 38 2280 0R69656 4560 21.0 21.71 47393,28 0.382086 871.1572 39 2340 0.685076 4680 210 22.29 47393.28 0.375787 879.3417 4.0 2400 0.674065 4600 210 22.86 47393.2B 0.369747 837.393 n 41 24,60 0.663496 4920 210 2.:3.43 47393.23 0.36395 895.3165 /T 42. 2520 0.65 3342 504.0 210 24.00 47393.28 0.35838 903.1173 43 2580 0.643577 5160 210 24.57 4 7 393.28 0.3 53023 910.8001, 4<1, 2640 0.634177 5280 210 25.14 473913.28 0.347867 918.3694 45 2700 0.625121 5400 210 25.71. 47393.28 0.3429 925.8293 46 2760 0,616389 5520 210 26.29 47393.28 0.33811 933.1839 47 2820 0.607964 5640 21026.86 4 7393.28 0.3334.88 940.4369 48 2880 0.S99827 5760 210 27.43 47393.28 0.32902S 947.5917 49 2940 0.591963 5880 210 28.00 4739-3.28 0.324712 954.6518 50 3000 0.584358 6000 21.0 28.57 47393.28 0.32054 961.6203 5.1. '3�060 0.576999 61.20 210 29.14 47393.28 0..::316503 968.5001 52 312.0 0.569873 6240 210 29.71. 47393.28 0..312594 975.2942 53 3180 0.562968 6360 210 30.29 47393..28 0.308807 982..005J, 54 3240 0.556273 648�� 210 30.f36 47393.28 0.305134 9883 6354 55 3300 0.549779 6600 210 31..43 47393„28 0.301572 995.1877 56 3360 0.5434 75 6720 210 32.00 47 93.28 0.298114 1001.664 57 3420 0.5373S 4. 6840 210 32.57 47393.23 0.294756 1.008.067 8 3480 0.531406 6960 210 33.14 47393.28 0.291494 1014.398 59 3540 0.525624 7. 80 210 33.71. 47393.28 0„288322. J.020.66 60 3600 0.52 7200 210 34.29 4.7393.2�3 0.285237 1026.854 PEAK 61 3660 0.514 52.8 90 90 0.43 20311,41 0.:120958 442.707 62 3720 O.509201 --30 0 -0.14 0 0 0 4 VALLEY COMMONS BUSINESS PARK STORM WA-IE R HYDRAULIC AN(-;LYSIS DESIGNED BY:EPV/JAU . 8-31-9r•4 Catchment 3 Catchment Location Description: LOT #6 SOUTH SYSTEM A Catchment Area(sf. 55408.32. Catchmbnt. Area(acres) 1,272 Overland Distance(ft) 27S Runoff Coefficient 0.71 Slope 1 Intensity in/hr) 0.7 velocity(st/s) 2 ;l i.me lime lot=�ns;L; VD. (.1r.E�, Ilirrp r .��.pumplJ -._Area POP�,J. E=:.LcJtr,�_.. .1 Vol�afal 'Ill:Lil�. Ca) l-7.nhr 1 l•Ui i" .f1t(,11:, JA l I� .�'' 1 1.:r'O :!.'.;C,) r.i_4-4 I. , � ,. � ) i;i.).36f}, I (so 7.145295 RJEaf0 275 1,;:•,1. S5400.32 3.221159 437.2908 579,8086 4 240 2.9424 400 0 15 h 7s 55408.32 0.619485 85 643.0 764 r^ 600 275 2.18 SS40 3.32 2.322892 696.8675 6 360 2.269882 720 275 2 Z2 55408.32 2,067059 74•-'!-,.1413 7 420 2.056636 840 275 3.05 55408.32 1,572867 786.6042 8 480 1.886176 960 275 3.49 SS408 22 W 1946 825.3409 9 540 1.751076 1080 275 3.93 55408.32 1.594.61 861.089.5 10 600 1.636892 1200 275 4.36 SS408 02 1.49063 894.3777 11 660 1.540029 1320 275 4.80 S540Z 32 1.402421 9250979 12 720 1.456613 1440 27S 5.24 55408.32 1.326459 9SS.OS03 13 780 1.383874 1S60 275 5.67 55408.32 1.260219 982.9707 1.4 64.0 1,31977 1.630 275 6.11. 5540&32 1.201843 1009.548 1.5 900 1,:262763 1800 275 6.55 55408.32. 1.14993 i93 1034.937 16 960 1011667 1920 275 6.98 55408.32 W 034 105%264 1.7 1020 1,.16S5 5.`.5 2040 27.5 7.42 55400.32 32 1.061408 1082 V 36 18 1080 1.123688 21.60 275 7.85 55408.32 1,023282 110S J45 1.9 1140 0 1.08547 2280 275 V 29 55408.32 0.9884 79 1.126.866 20 1200 1.050415 24.00 275 8.73 55408.32 0,9S65S6 1147068 868 21. 1.260 1.01 B1'2.2 2520 275 9.16 5540€3.32. 0.9271.49 1168007 22 1320 0.988256 2640 275 9.60 55408,32 0.899952 1187.936 23 1..3BO 0360538 96`)538 2760 275 10.04 5540&32 0_87•-'471 1207.099 24 1440 0.934.727 2880 275 10.47 5.5408 x 32 0,851206 1225.736 25 Iwo 0.910623 3000 275 10.91 55408.32 0,:8292SS 1243.88;:3 26 1560 0.8,:1805� 3120 275 1105 35 .`55408.32 0.808699 1.26107 0.866857 3240 275 11..78 5540&32 0.7894 1278.827 28 1680 0.846913 3360 275 12.22 55408,3'2 0.7 71.23w3 1295.68 29 1.740 0.8 8105 3480 275 12.65 SS408.32 0..7.54.111. 1312.152 30 1800 0.8.1.0331 600 275 13.09 554 083 32 0.73 792S 1328.265 31. 1860 0.793503 3720 275 13,53 5540802•::52 O J226 134.4.037 32 1920 0.777543 3840 275 13.96 55408.32 0 R 70BO66 135%4 87 33 1980 0.76238 3960 275 14.40 5540&32 V 694;258 1374,631 34 2040 0.747952 4080 275 1.4.84 S5408.32 0.681.1.1.9 1389.483 35 2100 0.734204 4200 275 15.27 55408,32 0.6686 1404.059 36 2160 0.721085 4320 275 15.71 5S4.08„32 0,.656653 1418.371 37 2220 0.708551 4440 275 16.15 5S408.32 0.64S239 1432.431 38 2280 0.69656 4560 275 16.58 55408.32 0.63432 1446.249 39 2340 0.68S076 4680 275 17.02 55408.32 0.623862 1459.837 40 2400 0,:674065 4800 275 17,45 55408.32 0.613835 1473.203 41 2460 W 663496 4920 275 17.89 S5408.32 0.60421 1486.357 42 2520 0.653342 504-0 275 18.33 55408..32 0.594963 1499.308 43 2580 0.643577 51.60 275 18.76 55408.32 0.586071 1512.062. 44 2640 0.63417.7 5280 275 19.20 55408.32 0.577511 1S24.628 45 2700 0.625121 5400 275 19..64 S5408.32 0.569264 1S3"7.013 46 2760 0.616389 5520 275 ? 20.07 55408.:�2 0.561.313 1549.223 47 2820 0.607964 5640 275 20.51 55408.32 O.SS364 1..561.264- 48 2880 O.S9982 7 5760 275 20.95 SS408.32 0.54623 1573.1.42 49 2940 0.591963 5880 275 21.38 5 5408.32 0.539069 1584.862 21..82 5i5408.32 0,532144 1596.431 SO 3OC)0 C).584358 6C�O0 �'75 - 51 3060 0.576999 6120 27'� 22„2 i S.`=a4OV 32 0525442 1.60?.85i: 52. 3120 0.569813 6240 27S 2209 69 5540T 32 C).S18952 1619.132 H1.3 31.80 0.562968 6360 275 23.13 55408,32 0.512664 1630273 273 `54 3240 V 556273 6480 275 23156 S5408.32 O.SO6568 1641.28 .00 55408.:32 0.500654 16S2..1_:8 55 330C) 0.5497"79 6600 275 2<•9• "� . 56 3.360 0343475_=343475 6720 275 24.44 55408.32 0.494914 1662.91. 57 3420 0.:5373 54• 684.0 275 2407 55408.32 0.489339 1•.673,539 58 3400 0.S31406 6960 275 25F31 55408.32 0.483922 1684.05 59 SS40 0.525624 7080 275 25.75 S5408.32 0.478657 1694„446 60 3600 0.52 7200 275 26.18 55408.32 0.473536 1704,729 PEAK 61 3660 0.514528 1.aS 155 0.56 6 ;312.V 144 0.264093 966.S82 62 3720 O.SOV201 35 35 0.13 MUMS 0.059017 219.S419 63 3780 0.504014 --85 0 -0.31 0 ) 0 VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED 8Y:F PV/.7AU 8-31-94 Catchment # 4 catchment Location on LOT #6 NORTH SYSTEM A Description catchment Area(=f) 20691 Catchment Area(acres) 0,475 Overland I:)istanc:e(ft) 130 Ri.jr1of-f' Ccreffacient 0..81 Slope I Intensi.ty(in/hr) 0.7 Veloc;ity(ft/s) Time Time Intensity O.G. f: D. TimeArea Area, Actual Flow (0) Volume (min) (sec) (in/hr) Current(ft)Acstual(ft) Multiplier (sf) (cfs) (cut) 0 0 0 0 0 0 0 0 0 1. 60 7.1.465295 120 1.20 0.92 19099.384615 2.558826 153.5296 2 120 4.56S2 28 240 1:�0 1.85 20691. 1.778868 213.4641 3 180 3.:537224 360 1.30 2.77 20691 10722% 247.0119 4 240 2.9424 4•�;0 130 3.69 20691 1 .141523 273.9654 5 300 2.5 5081.7 600 1.30 4.62 2.0691. 0.989605 296.881.6 6 360 2.269882 720 130 5.54 20691 0.880615 317,0214 7 420 2.056636 840 130 6.46 20691. 0.797885 335.1116 8 480 1.888176 960 130 7.38 20691 0.73253 351.6143 9 540 1.7 S1076 1.080 130 8.31 20691 0.679341 366.844, 10 600 1.636892 1200 130 9.23 20691 0.635043 381..0256 11 660 1.540029 1320 130 10..1.5 20691. 0.597464 394.3261 12 720 1.456613 1.440 1.30 11.08 20691 0.565102 406.8735 13 780 1.383874 1.560 130 1.2..00 20691. 0.536882 4.1.18.7683 14 840 1.31977 1680 130 1.2.92 2.0691. 0.512013 430.0909 15 900 1.262763 1800 1.30 13.85 20691 0.489897 440.907 1.6 960 1.211667 1920 130 14.77 20691 0.470074 451.2709 2709 17 1020 1..165555 2040 130 15.69 20691 0.4 521.84 4.61=81, 18 1080 1.123688 2160 130 1.6.62 20691. 0.435942 470.81„71.. 19 1140 1,08547 2280 130 1704 20691 0.421115 40Z 071 20 1200 1.050415 21.00 1.30 18.4 6 20691 0.407515 489.0181. 2.1 1.260 1 .018122 252.0 130 1.9.38 20691. 0.394987 497.:6833 22 1320 0.988256 ,2640 .130 20.31 20691 0.3834 506.0833 23 1380 0360538 S'60538 2760 130 21.23 20691 0.372647 514 2522 24 1440 0.934727 2 8BO 00 0 22.15 20691 0.362633 522.192 25 1 500 0.910623 3000 130 2&08 20691 0.353 282 52%9227,'� 2 .00 20691 0.344524 537.4� t8 2F:� 1.56C) ca.88�,ca5 312ia 130 �.� 27 1620 0.866857 3240 130 24.92 20691. 0.336302 544.81 28 1680 0.846913 3360 130 25.85 20691 0.3`.8565 a51,9698 29 100 0.828105 3480 130 26.77 20691. 0.321269 55%007:'. 30 1.800 0.810331 3600 130 27.69 2069.1. 0.31.4373 565.87AS 31 1.860 0.793503 3720 1.30 28.62 20691 0.307845 572.5908 32 1920 O.777543 3840 1.30 29.54 20691 0.301652 579 x 1.728 33 1980 0.76238 3960 130 30.46 20691. 009577 585.6244 34 2040 0.74 7952. 4080 130 31.38 20691 0.290173 591 .9521 35 2100 0.734204 4200 130 32.31 20691 0.284839 598.1618 36 21.60 0.721085 4320 130 33.23 20691 0.279749 604.2589 37 2220 0.708551. 4440 130 34.15 20691 0.274887 610.2486 38 2280 0.69656 4560 130 35.08 20691. 0.270235 61.6.1355 39 2340 0.6850 76 4680 130 36.00 20691 0.26.5 78 621.9241 C 40 2400 0.674065 4800 130 36.92 20691 0.261508 627.6185 A, QA Z n n 44 A 04 d09C) 120 37.85 20691 0.257408 633.2225 42 2520 0.6`"i3342 5040 130 38.77 20691 0.253468 63817397 43 2580 0.643577 5160 1.30 39.69 20691 0.24968 644.1734 44 2640 0.634177 5280 130 40.62 20691. 0.246033 649.5269 45 2 700 0.625121. 5400 130 41.54 20691 0.24252 654.803; 46 2760 0.616389 5520 1.30 42..46 20691 0.239132 66%0046 47 2820 0.607964 5640 130 43.38 20691. 0.:23586.3 665.1343 48 2880 0.599827 5760 130 44.31 20691 0.232706 670.1947 49 2940 0.591963 5880 130 45.23 20691 0.2.29656 675.188 50 2000 0.58435S 6000 130 46.15 20691 0.226706 680.1166 51 3060 V S76999 6120 1.30 47.0�3 20691 0.22385 684.9824 52 3120 0.569B73 6240 130 48.00 20691 0021086 689.7875 53 '31BO 0.562968 6360 1.30 48.92 20691. 0.218407 694.5339 54 3240 0..556273 6480 130 49R85 20691 0.21SBJ. 699.2233 5 '3300 0.549779 6600 130 50.77 20691. 0.21.329 703.8373 56 3360 0.543475 6720 130 51.69 20691 0.210845 70&w1 38 5 20691 0.20��47 71;2.966�a 57 ;'420 C).53'735<� 6�:.,�1.0 130 _�u_..62 SB 3480 0.531406 6960 130 5334 20691 0.206162 71.7.4444 59 3540 0.525624 70BO 1.30 54.46 20691 0.203919 721.8731 60 3600 0.52 7200 130 5S 08 20691 0.201737 726.2541 FREAK 61 3660 0.514528 10 1.0 0.08 1.591.:6153846 0.015355 56.19`.�'12 62 3720 0.50920.1. --110 0 --0.85 0 0 0 I i VALLEY C0I1MONS 8US:111dE a-) P!!F�;EC STORM WATER HYDRAULIC ANALYSIS DESIGNED 8Y E"PV/JAU 8_..31 w-94 Catchment 10 Catchment location LOT 44 SOUTHEAST SYSTEM fa Description Catchment Area(sf) 24654.96 Catchment Area(acres) 0.566 Overland Distance (ft) 200 Runoff Coefficient 0.81 1nt.ensi.ty(i.n/hr) 0.7 Veloci..t.y(ft:/s) 2 Ti..rrie -rime Intensity O.D. O.D. Ti_meArea Area Actual Flow (0) Volume (min) (sec) (in/hr) Currcnt(ft)Actual(ft) Multiplier (sf) (cfs) (c.f) 0 0 0 0 0 0 0 0 0 1 60 7.145295 120 120 0.6 14792.9 76 1.981878 118.9127 2 1.20 4.SB5228 240 200 1.2 24654.96 2.119662 254.3594 3 180 3.537221. 360 200 1.8 2465436 96 1..63519 294.3 341.. 4 240 2.9424 4 V=30 200 2.4 24654.96 1.360214 326.4514 5 300 2.55081.7 600 200 3 24654.96 1.1791.93 353.7579 6 360 2.2 69882. 720 200 3.6 24654.96 1.049322 377.756 7 420 2.OS6636 840 200 4.2 24654.96 0.950743 399„31119 8 480 1,888176 960 200 4.8 24654.96 0.872867 418.9762 9 540 1..751.076 1.080 200 5.4 24654.96 0.809488 437.1236 10 600 1..636892 1200 200 6 24654.96 0.156703 454.0221 11. 660 1.540029 1320 200 6.6 24654.96 0.711925 469.:8707 12 720 1.45661.3 1440 2.00 7..2 24654.96 0.673364 484.8219 1.3 780 1.383874 1.560 200 7.8 24654.96 0.639738 496.9954 1.4 840 1.31977 1680 200 8.4 24654.96 0.6101.04 51.2.4.872 15 900 1..262763 1.800 200 9 24654.96 0.583751 525.3755 16 960 1.211667 1920 200 %6 24654.96 0„5601.3 537.7249 17 1020 1.165555 2040 200 1.0.2 24654.96 96 0.538813 S49.5697 18 1080 1223666 2160 1 200 10's 24654.96 0Z19459 561.0158 19 1.1.4,) :1_. r 08547 228 200 11..4 24654.96 0.501.792 572.0<'42 5 :a.) 20 1200 1..OS0 15 2400 200 1.2. 24654.96 0.485536 582.7037 2.1. 1260 1.0181'2"2 2520 2.00 1.2& 24654.96 0.4 706.58 593.029 22 1..320 0.9882% 2640 200 13,2 2 2.1654.96 0..456SS2 603.04 j2 >3 1.380 0.960533 2760 200 13.8 24654 .96 0 444038 612.772.1. 24 1.44.0 0.934727 2880 200 14.4 246.54.96 O,432106 622,233 2 5 1500 0.910623 .3000 200 1..`.") 24654.96 0.420963 631.4443 26 1560 0.88805 31.20 200 1.5.6 24654.96 0.410528 640.4237 27 1620 0.866857 5240 200 16.2 14654.96 0.400731 649..1.842 28 1.680 0.846913 3:�60 200 160 8 24654.96 0.391512 657.7394 29 1700 0.828105 3480 200 17.4 24654.96 0.382817 666.1012 30 1800 0.81.0331 3600 200 1.8 24654.96 0.3746 674.2805 31. 1.860 0.793503 3720 200 18.6 24654.96 0.36 6821 682.2871. 32 1920 0.777543 3 3840 200 19.2 2465406 0.359443 690,1301 33 1980 0.7623€; 3960 200 19.8 24654•.,96 0.352433 6970177 817<< 34 2040 O.747952 4 080 200 20.4 24654.96 rZ 345 764 7052576 3576 35 2100 0.734.204 4200 200 21 24654.96 0.339408 712.757 36 21.60 0.721085 4320 200 21.6 24654.96 0.:333344 720.0222 37 2220 0.708551. 444.0 200 22.2 24654.96 0.327:549 727.1593 38 2280 0.69656 4560 200 22.8 24654.96 0.322006 734.1741 39 2340 0.68S076 4660 200 23.4 24654.96 0.316697 741.071.7 40 2400 0.674065 4800 200 24 24654.96 0.311607 747.857 Al 7Arn n 44 A04 A09n Ono 9d A 9AA5 4..t;4 0_2017A 754.5346 42 2520 0.653342 5040 200 25.2 24654.99 0.302027 761.1.087 43 2SBO 0.643577 3160 200 25.8 . 24654.96 0.29751.3 767.835 44 2640 0.634177 5280 200 26.4 24654.96 0.293168 773.9625 45 2700 0.6251.21. 5400 200 27 24654.96 0.288961 780.2495 46 2760 0.616389 5520 200 27.6 24654.96 0..284945 786.4476 47 2820 0.607964 640 200 28.2 24654.96 0.28105 792 S601 48 2880 0.599827 5760 200 26.8 24654.96 0.27 7208 79S.SS99 49 2940 0,591963 5880 200 29.4 24654.96 0.273653 SO4.5398 50 3000 0.SS4353 6000 2.00 30 24654.96 0.2701 30 SlV 41.26 51. 3060 0.576999 6120 200 30.6 24654.96 0.266735 816.:2106 52 3120 0.569873 6240 200 31.2 24654.96 0.263441 8210363 53 3160 0.562968 6360 •200 310 24654.96 (.).260249 827.592 54. 324.0 0.556273 6480 200 32.4 24654.96 0057154 833.1798 0.549779 6600 200 33 24654.96 0.2 54.152 838.7017 56 3360 0.S43475 6720 200 33.6 24654.96 0,251238 844,1598 57 3420 O.S37.354 684.0 200 34.2 24654.56 0.248408 849.5558 58 3480 0.531406 6960 200 34.8 24654.96 0.245659 8S4.8916 39 3540 0.525624 7080 200 35.4 24654.96 0.242986 860.:1.68 60 3600 0.52 7200 200 36 24654.96 V 240386 865.3891. PEAK 61 3660 0.51.4.528 80 80 0.4 9861.984 0.095143 348.2216 62 3720 0.:509201 •--40 0 --0.2 0 0 0 io VALLEY C;f_7i1MCJI'� i 4�U31'PdLES3 1PARX STORM WATER HYDRAULIC ANALASA-) I)ES;CGNED BY:EPV/JA(J B--31~-94 Catchment Catchment Location Description LOT 114 NORTHWEST "3YSTEM A Catchment Area(sf) 495`8.212 Catchment Area(acres) 1.1377 Overland Distance(ft) 2':r f;4.Jr•1c.ff Coefficient 0.75 Slope 1 Inten sity(in/hr) 0*7 Vt.w1-ocity(ft/s) Time Time Intensity 0,D O.D'.. I_Im Area (-)rea Ac,i-.u"';I F loC.."J (Q) V()1_LJFrK- (m:ln) (sec;) (in/hr) CLJrre;nt(ft)Actual(f,I ) TvlI.J.G'l',].p.I.ier (sf) (Cfs) (C f) 0 0 c) 0 0 0 0 0 0 1 60 '7.1.45295 120 120 0.52 25856.458435 3.2075 192.45 1..�_,) 4.7t351,.2�� 2�i0 �_.>J 230 1,04 49 5`8+ 21.2 3.945064 473.4077 :3 1€ 0 3037224 360 230 1.57 49558012'. 3.043377 547,BO78 4 240 2.9424 480 230 2.09 49558,212 2.:.531599 607.5937 5 300 2.55081.7 600 230 2.61. 49%V<_'.:1..2 2.1 94686 658.4051) 6 360 2.269882 720 230 3.13 49558.212 1.952974 703.0707 r'?�0 i.' 840 230 3.65 4955K 2.1..2 1.7695 743.19 B 480 1.888176 960 230 4.1.7 49558.212 1.62456 779.7887 9 540 1.751076 1.080 230 4.70 49558.212 58.212 1.5066 81.3.5r642 10 600 1.636892 1200 230 5.22 49558.212 1...408 359 845.0152 .11. 660 1..540029 1:520 230 5.74 4955S.212 1 R•`32 5019 874.5123 12. 720 1.4.5661.3 1.440 230 & 6 495 B.21.'2 1 .2S3249 902.3391 13 780 1 .383874 1560 230 6.71 49558.212 1.190665 928.7186 f 230 7.30 4e��.58.21.2- IJ 5511 `;��).i.`e3`G.'92 J -1 tj%1.�) 1.,wti19�77 l..fa�;3(� . r 230 7.4 3 �-4955c�.212 1.08646.:3 977.8166 1..5 900 1.262763 1.i 3::)0 .16 960 1.211667 1`:�'20 230 8.35 495 5��.212; 1..04:M':=S0,1, 1000.801 17 102!0 1.1655!_5 2040 230 ci.87 <'495`:8.21 ' ;.1..:0C').c_ta':<?.7 1,02.2.883 8 1080 1223608 2160 230 9.39 4955V21210.966805 .1.04.4.149 19 1140 1.08547 2280 230 9.91 49 5 t 21'2 0.933923 106&672 0 1200 10 504.1`i 24.00 230 10.43 49559.::'.12 0.903762 1084.514 21 1.260 1.018122 52 0 2:30 1036 495582120075577 1.10 a r 732 22 1 320 0388256 88256 2640 230 11,48 49`a58 012. 0.850282 1.122.372 23 1..a8'.;� 0.960538 2760 60 230 12.00 49558012 0.826433 1140.477 V934727 288 230 12.52 49558,212 0.804226 1.158=08 5 25 1500 0.910623 3000 ,-...,.J 13 ..)::)& ,:.1,_,. 0,783487 2 1,3.57 4`�`")ra801 ' 0,764065 11.91..942 r;F, 1 :i60 0.88805 31.E U <�..,0 - � 27 1.620 0.4'66857 3240 230 1.4.09 4.9550.21..2 0.745831 1208.246. 20 1.680 0.84 6 91.3 3360 230 1&61 49558,212 0.728672 1224,169 29 1740 0.826105 34c'30 230 J-5,13 49553.2.12 0.71249 1239.732 30 1600 0.810331 3600 230 15,65 495S8,212 0.697197 1254.955 31. 1060 0.793503 3720 230 1.6.1.7 495S&212 6.682719 1269.E357 32 1920 0.7 77543 3840 230 16.70 49S58.212 0.668986 128K 454 33 1980 0.76238 3960 230 17.22 49558.212 0.65594 1298.762 34 2040 0.747952 4080 230 1.7.74 4955&2.12 0.643527 1..312.795 .35 2100 0.734204 4200 230 18.26 49558.21.2 0.631699 1326.567 36 2160 0..7<"'.10E35 4320 230 .18.78 49558.21.2 0,620411 13 40.O 8 37 2220 0.708551 4.440 230 19,.30 49558..212 0.609627 1.353.372 38 2280 0.69656 4560 230 1903 49558.21.2 0�59931. 1366.428 39 2340 0.685076 4680 230 20.35 49558012 0.589<-43 137%265 40 2 400 0.674.067 1�:3J0 2..�0 <_r � 20.87 491558 012 0.579956 1391.894, �( A, � A/^ r. Z i-1 ACIZ AC:,->n 7:Vc) 121 _'�9 4955V 212 0.570863 1404.322 4''2 2520 0.653342 5040 230 21.91 49558 M2 0.562126 141.6.558 43 2580 0.643577 5160 230 22.43 A9558.23,2 0.555124 1428.608, 44 2640 0,634177 5280 230 22.96 49558.212 0.545637 1440.481 45 2 700 0..625121 5100 230 ',23.48 49558.21< 0.537845 1452.18 46 2760 0.616389 5520 230 24.00 495158.21.,E O,530333 1463.718 47 G 820 0.60/964 5640 230 24.52 49558.212 0.523083 1.475.094 48 2880 0.599827 99827 5 760 230 25.04 4955£3.212 0.516082 1486.317 49 2940 O,591963 5880 2W�0 25.57 49558.212 0.509w 17 1497.391 50 3000 0.584358 6000 230 26.09 49556.212 0.502774 1508.321 51. 3060 0.576999 61 20 230 26.61 49.558.21.2 0.496442 151'y..111' rat 31.20 0.569873 6240 230 27.13 49558.21.2 0.49031 152 9.769 5.3 3180 0.562968 .6360 230 27.65 49558.212 0. 8,1369 1.540.295 54 3240 0.556273 64-80 230 28.17 49558.212 0.478609 1550.695 55 3300 0.549779 6600 230 28.70 49558.212 0.473022 1560.9 72. 56 3 360 0.54 3475 6720 230 29.22 49558.21.2 0.467598 1571.13 57 3420 0.537354 6B40 230 29.74 49558.:21.2 0.462 331 1581.173 5�3 3480 0.531406 6960 230 30.26 49558.21.2 0.457214 1591.1.04 59 354.0 0.525624 7080 230 30.78 49558.212 0.4522 39 1600.9.26 60 3600 0.52 7200 230 31..30 49558.212 0.447401 1610.642 PEAK 61. 3660 0.514528 11.0 110 0.48 2.3�701...753565 0.211723 774,9044 62 3720 0,509201 --10 0 --0.04 0 0 0 ' - ` VA-LEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED BY:EPV/JAL 9-1-94 Catchment # 21 Catchment Location Description N/E VALLEY COMMONS DR. SYSTEM A Catchment Area(sf) 11717'64 Catchment Area(acres) 0269 Overland Distanoe(ft) 240 Runoff Coefficient 0'85 Slope O'63 Zntensity(in/hr) 0-7 VeIooity(ft/s) 2.6 Time Time Intensity O.D. O.D. TimeAroa Area Actual Flow (Q) Volume (min) (sec) (�n/hr) [1|rremt 'ft\AztuaI(ft) Multiplier (af) (ofs) (of) ^ ' ` ' ' � � 0 O 0 0 0 O 1 60 7.145295 156 156 0'65 7616'466 1.070801 64'24807 2 120 4.585228 312 240 1.3 11717.64 1.057149 126.8579 3 180 3.537224 468 240 1.95 11717..64 0.815526 146.7947 4 240 2'9424 624 240 2'6 11717.64 O'67E386 162'8127 5 300 2.558817 780 240 3.25 11717'64 0.08105 17&4314 6 360 2'269882 936 240 &9 11717'64 0.523334 188.4001 7 420 2.056636 1092 240 4.55 11717.64 0.474169 199.150s 8 480 1.888176 1248 240 5'2 11717.64 O'435329 2083581 9 540 1'751076 1404 240 5.85 11717.64 0.48372 218.0088 10 600 1.636892 1S60 240 6.5 11717.64 0.377394 226.4367 11 660 1.540029 1716 240 7'15 11717.64 0.355062 234.3409 12 720 1.456613 1872 240 7.8 11717.64 0.33583 241'7976 13 780 1.383874 2028 240 8'45 11717.64 0'31906 248'8664 14 840 1.31977 2184 240 9.1 11717.64 0'30428 255'5953 15 900 1.262763 2340 240 9'75 11717'64 0-291137 262.0231 16 960 1.211667 2496 240 10.4 11717'64 0.279356 268.1822 17 1020 1'165555 2652 240 11.05 11717.64 0.268725 274'0996 18 1080 1.123688 2808 240 11'7 11717.64 0.259072 279'7981 19 1140 1.08547 2964 240 12.35 11717'64 0.250261 285'297S 20 1200 1050415 3120 240 13 11717.64 0'242179 290.6147 21 1260 1.018122 3276 240 13.65 11717.64 0'234734 295.7642 22 1320 0.988268 3432 240 14'3 11717.64 0.227848 300.7592 23 1380 0.960530 3588 240 14'95 11717'64 0'221457 305Z108 24 1440 0.934727 3744 240 15.6 11717.64 0.215506 310'3293 25 1600 0.910523 3900 240 16'25 11717'64 0.209949 314'9235 26 1560 0.88805 4066 240 16'9 11717.64 0.204745 319'4016 27 1620 0.866857 4212 240 17.55 11717.64 0.199859 323'7708 28 1660 0.846913 4368 240 18'2 11717.64 0.19526 328.0376 � 29 1740 0.828105 4524 240 18.85 11717.64 0'190924 332.2079 / 30 1800 0.810331 4680 240 19'5 11717.64 0'186826 3360872 31 1860 0'7935O3 4836 240 20'15 11717.64 0.182946 340'2804 32 1920 0.777543 4992 240 200 11717'64 U.179267 344'192 33 1980 0.76238 5148 240 21.45 11717.64 0'175771 34G.026 34 2040 0,747952 5304 240 22.1 11717.64 0.172444 35h7865 35 2100 0.734204 5460 240 22.75 11717,64 0.169275 355.4768 36 2160 0.721085 5616 240 23.4 11717.64 0.16625 359.1002 37 2220 0'708551 5772 240 24.05 11717'64 0'16336 362.6597 38 2280 0.696% 5928 240 24.7 11717'64 0.160596 3663582 39 2340 0.68SO76 6084 240 25'35 11717-64 0.157948 369'5983 40 2400 0.674065 6240 240 26 11717.64 0.156409 372'9824 I)^n 4= 11 7,'7 Xu n 1 �7A 7,1'77 42 2520 0.653342 6552 240 27.3 1171.7.64 0.150632 379.5915 43 2580 0.643577 6708 240 27 3S 11717.64 0.14838 3S2.8207 44 2640 0.6.34177 6864- 240 28.6 11717.64 0.146213 366.0021 45 2.700 0.625121 7020 240 29.25 11717.64 0.1.4.4125 389.1376 46 2760 0.616389 7176 240 29.9 : 11717.64 0.1421.12 392.2289 47 282.0 0.607964 7 332 240 30.55 11717.64 0.1401.69 395.7774 48 2880 0399827 7488 240 31.2 11717.64 0.138293 398,2847 49 2940 0.591963 7644 240 31.85 11.717.64 V 13648 401.2521 So 3000 0„584358 7800 240 32..5 11717.64 0.134727 404,181 51 3060 0.576999 7956 240 33.15 1.1717.64 0.13303 407.0727' 52 31.20 0.569873 81.12. 240 33.8 11.717.64 0.131387 409.9283 53 3180 0.562968 8268 240 34.45 11717.64 0.129795 412.749 54. 3240 0056273 8424 240 35,1 1.171.7.64 0.128252 415.5.'i58 55 3300 0.549779 8580 240 35.75 11717.64 0.126754 418.2898 56 3360 0.543475 8736 240 36,4 11717.64 0.125301 421 .0119 57 3420 0.537354 8892 240 37.05 1.1717.64 0.12389 423.7031. 58 3480 0.531406 9048 240 37.7 11717.64 0.122518 42&3643 59 3540 0.525624 9204 240 38.35 1.1717.64 0.121.185 428.9962 60 3600 0.52 9 360 240 39 11717.:64 0.119889 431.5997 PEAK rat 3660 0.514528 84 84 0.35 4101.174 0.041.52 151..961.5 62 3720 0,.509201. •-7 2 0 --0.3 0 0 0 l VALLEY QMMON a BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED F'Y:EPV/,]AU 9--1-94 Catchment 22 Catchment Location Description S/E VALLEY COMMONS CAR. SYSTEM A Catchment; Are=a(sf) 971&88 Catchment Area(acres) 0.22-3 Overland Distance:(ft) 240 Runoff Coefficient 0.85 Slope O.63 Intensi.ty(in/hr) OJ Vealoci.ty(ft/s) 2.6 Time Time Intensity O.D: O.D. l imeArea Area Actual Flaw (Q) Volume (min) (sec) (i..n/hr) Curre=nt(ft)Actual(ft) Multiplier (sf) (cfis) (c`F) 0 0 0 0 0 0 0 0 0 1 60 7.145295 1.56 156 O&S 6314.022 0.88769 53.26141. 2 120 4.58 5228 31.2 240 1.3 971308 88 0,876373 105.1647 3 180 3037224`37224 468 240 1.95 9713.88 0.676068 121.692,5 4 240 2.9424 624 240 2,6 971.3.88 006238 1.340711 5 300 2.55081.7 780 240 3.25 9713.88 0.40537 146.261 6 360 2.269882 936 240 30 9713,88 0.43 3842 156,183 7 420 2.056636 1092 240 4.55 9713.88 0.393084 165.0953 8 480 1.888176 1248 240 5.-2 9713.88 0.360886 173.2255 9 540 1.751076 1.404 240 5.85 9713.88 0.334682 180.7285 1.0 600 1.636892 1.560 240 6.5 9713.88 0012859 187.71.51. 1.1. 660 1.540029 1.71.6 240 7.1.5 9713.88 0.294345 194.2677 12 720 1..456613 1872 240 7.8 9713.88 0.278402 200.4493 1.3 760 1.383874 2028 240 8.45 971.3.88 0.264499 206.300,1. 1<1. 840 J_,31977 2184 240 9.1 9713.88 0052247 211..8875 1.5 900 1 .262763 2340 240 9.75 9713.88 0.241351 217.2162 1.6 ' 960 1.211667 2496 240 10,4 9713.88 0.231585 222.322 17 :1.�..:20 1.1,6 5555 2652 240 11..05 9713.88 0.222772 227.2275 la 10% 1.12360S 2808 240 11.7 9713.88 0.21477 231.:951.6 19 1.140 1.0854.7. 2964 240 12 35 9713.80 0.207465 236.:510<; 20 1200 1.050415 31.2.0 240 13 971.3.88 0,200765 240,9185 21. 060 1.018122 3276 240 1..3.65 9713.88 0.194593 245.1875 22 1320 0.988256 3432 240 14.3 9713.88 0.188885 249.3282 23 1380 0360538 3588 240 14.95 9713.88 0.183587 253.;3SQ2 24 1440 0-934727 3744 240 15.6 9713.88 0.178654 257.2618 25 1500 0.910623 3900 240 16.25 9713.88 0.1.7404 7 261.0704, 26 1560 0.88805 4056 240 16.9 971308 0.169 733 264.7828 27 1620 0.866857 42.12 240 17.55 9713.88 0..165682 268.4048 28 .1680 0.84691.3 4368 240 18.2 9713.88 0.161.87 271.941.9 29 1.740 0.828105 4524 240 18.85 9713.88 0.15827 a 275.3991. 30 1800 0.810331. 4680 240 1%`'i 9713.88 0.15467B 278,7809 31 1860 0.793503 4836 240 20.15 9713.88 0.151.662 282..0912. 32. 1920 0.777543 4992 240 20.8 9713..88 0.148611 285.3339 33 1980 0.76238 5148 240 21.45 971.3.88 0.14.5713 288.5123 34 2040 0.747952. 5304 240 22.1 9713.88 0.142956 291..6297 35 2100 0.734204 5460 240 22.75 9713.88 0.140328 294.688171 36 2160 0.721085 5616 240 23.4 9713.88 0.137821 297.6927 37 2220 0.708551 5772 240 24.05 9713.88 0.1.35425 300.6436 38 2280 0.69656 5928 240 24.7 9713.88 0.133133 303.5438 39 2340 0.685076 6084 240 25.35 9713.88 0.130938 306.3956 40 2400 0.674065 6240 240 26 9713.88 0.128834 309.201 �I n-1 1 '7 00 I'\ 1 1)L 01 it 'X 1 1 Caw,1 Q 42 2520 0.653342 6552 240 27.3 9713.68 0.124873 314.6799 43 2580 0.643577 670€1 240 27.95 971.3.86 0.1.23007 3.1.7.3569 44 2640 0.634177 6864 240 28.6 971.3.88 0..1.2121. 319.9943 45 2 700 0.625121. 7020 240 29.25 9713.88 0.11.9479 322.5936 46 2760 0.616389 7176 240 29.9 9713.88 0.11781 325.1563 47 2820 0.607964 7332 240 30.S 971.3.88 0.:1.162 327.6835 48 2880 0.599827 7488 240 310 2 9713.88 0.1.14.645 330.1765 49 2940 0091963 7644 240 31.85 9713.:88 0.1.13142 332.6365 50 3000 b.SS463SO 7800 240 32,5 9713.88 0,111688 335.0646 51. 3060 0.576999 7956 240 33.15 9713.88 0.110282 337.4.618 52 31.20 0 569873 311.2 240 33.8 9713,88 0.10892 339.8291. 5.3 318 0 -0.562968 8268 240 34,45 9713.88 0.1.076 342 J6 74 54 3240 0.556273 8424 240 35.1 5.1 9713.88 0,10632 344„477 7 55 3.300 0.549 779 8580 240 35.75 9 71.3.r?8 0.105079 34.6.:7607 56 3360 0.5434 75 8736 240 36.4 971308 F3 0.10 3874 349 0173 57 3420 0.537354 8892 240 37.0.5 9713.88 0.102704 351.2483 Sea 3480 0.531406 904;� 240 373 7 9713.86 0,10156 7 353.4S44 59 3 540 0.52 56241 9204 240 38.35 9713.88 0.100462 .355.,6,36 x7 60 .3600 C?..52 9360 240 39 971.3.88 0.099387 357.7946 PEAK 61. 3660 0.514.528 84 84 0.35 3399.85B 0.03442. 125.9 755 62 3720 0.509201 -72 0 --0.3 0 0 0 VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED BY:EPV/JAU 11-15-94 Storm Water Volumes for System A MAXIMUM DIA. OF PIPE IN FT. 1.25 STORM STORM SLOPE OF CRITICAL PIP 0.0125 SEWER SEWER Time Vol(cf)Vnl(cf)Vol(cf)Vol(cf)Vol(cf)Vol(cf)Vol(cf)SUM OF FLOW(Q) VOLUME REQUIRED (min)Bas#1 Bas#3 Bas#4 Bas#10 Bas#ll Bas#21 Bas#22 VOLUME(CF) IN (CFS)CAPACITY STORAGE 0 0 0 0 0 0 0 0 0 7.42275 0 0 1 0 0 0 0 0 0 0 0 1.42275 445.3652 0 2 0 0 0 0 0 0 0 0 7.42275 890.7304 0 3 0 0 0 0 0 0 0 0 7.42275 1336.096 0 4 0 0 0 118.91 192.45 0 0 311.36271 7.42275 1781.461 0 5 134.38 170.36 153.53 254.36 473.41 64.248 53.261 1303.54744 7,42275 2226.826 0 6 301.82 437.29 213.46 294,33 547.81 126.86 105.16 2026.73752 7.42275 2672.191 0 7 349.25 579.81 247,01 326.45 607,58 146,79 121.69 2378.59387 7.42275 3117,557 0 8 387.36 643.08 273.97 353.76 658.41 162,81 134.97 2614.35064 7.422.15 3562.922 0 9 419.76 696,87 296.88 377.76 703.07 176.43 146.26 2817.03071 7.42275 4008.287 0 10 448.24 744.14 317.02. 399.31 743.19 188.4 156.18 2996.4U)94 7.42275 4453.652 0 11 473.82 786.6 335.11 41B.98 779.79 199.15 J.65,1 3158,54274 7,42275 4899.017 0 12. 497.15 825,34 351.61 437.12 813,56 208,96 173.23 3306.97585 7.42275 5344.383 0 13 518.68 861.09 366.84 454.02 845.02 218.01 180.73 3444,39075 7,42275 5789.748 0 14 538.73 894.38 381,03 469.87 874.51 226,44 187.72 3572.6721 7.42275 6235.113 0 15 557.54 925.6 394.33 484,82 902.34 234,.34 194..27 3693.23329 7.42275 6680,478 0 16 575.28 955.05 406.87 499 928.72 241.8 200.45 3807,16521 7.42275 7125,843 0 17 592.1 982.97 418.77 512..49 953,83 248.87 206.31 3915.32985 7.42275 7571.209 0 18 608.11 1009.5 430,09 525,38 977.82 255.E 211.89 4018.42171 7.4227.5 8016.574 0 19 623.4 1034.9 440.91 537.72 1000.8 262.02 217.22. 4117,00969 7,42275 8461 .939 0 20 638.05 1059.3 451,27 549.59 1022,9 268.18 222.32. 4211.56643 7.42275 8907.304 0 21 652.13 1082,6 461,23 561,02 1044,1 274.1 227.23 4302.48943 7.42275 9352,67 0 22 665.69 1105.1 470.82 572,04 1064.7 279.8 231.95 4390.11663 7,42275 9798.035 0 23 678.77 1126..9 480,07 582.7 J.084.5 285,3 236.51 4474.73803 7.42275 10243,4 0 2.4 691.43 1147.9 489.02 593.03 1103.7 290,61 24.0,92 4556.60462 7.42275 10688.77 0 25 703.68 1168.2 4.97.68 603.04 11.22.4 295.76 24.5.19 4635.93525 7.42275 11134,1.3 0 26 715.56 1187.9 506.09 612.77 1140,5 300.76 249,33 4712,92207 7.42275 1.1579.5 0 27 727.1 1207.1 514,25 622,23 1158.1 305.6J, 253.35 4787.7348 7.42275 12024.86 0 2'8 738,33 1225.7 52.2.19 631.44 1175,2 310.33 257.26 4860.52422 7.42275 12470.23 0 29 749,26 1243.9 529.92 640,42 1191..9 314.92 261.07 4931..42494 7.42275 12915.59 0 30 759,91 1261.6 537.46 649.18 1208.2 319.4 264.78 5000.5577 7.42275 13360.96 0 31 770.31 1273.8 544.81 657.74 1224.2 323.77 268.4 5068.0313 7.42275 J.3806.32 0 32 780.46 1295.7 551.99 666.1 1239,7 328.04 271.94 51.33.94412 7.42275 14251..69 0 33 790.38 1312.2 559.01 674.28 1255 332.21 275,4 5198.38548 7,42275 14697.05 0 34 800.09 1328.3 565.87 682.29 1269.9 336.29 278.78 5261.43677 7.42275 15142.42 0 35 809.59 1344 572.59 690.13 1284,5 34-0.28 282.09 5323.17233 7.42275 15587.78 0 36 818.9 1359.5 579.17 697,82 1298,8 344.19 285.33 5383,66033 7.42275 16033,15 0 37 828.02 1374.6 585.62 705.36 1312.8 348.03 288-51 5442,96341, 7.42275 16478.51. 0 38 836.96 1389.5 591.95 712.76 1326.6 351..79 291.63 5501.1393 7.42275 J.6923.88 0 39 845.74 1404.1 598.16 720.02 1340.1 355,48 294.69 5558.24134 7.42275 17369,24 0 40 854.36 1418.4 604.26 727.16 1353.4 359.1. 297.69 5614.31891 7.42275 17814.61 0 41 862.83 1432.4 610,25 734.17 1366.4 362.66 300,64 5669,41783 7.42275 18259.97 0 42 871.16 1446.2 616.14 741.07 1379.3 366,16 303,54 5723.53072 7.42275 18705.34 0 43 879.34 1459.8 621.92 747.86 1391.9 369.6 306.4 5776,84727 7.42275 19150.7 0 44 887.39 1473.2 627.62 754.53 1404.3 372.98 309.2 5829.25456 7.42275 19596.07 0 45 895.32 1486.4 633.22 761.11 1416.6 376.31 311.96 5880.83724 7.42275 20041.43 0 46 903.12 1499.3 638.74 767.58 1428.6 379.59 314.68 5931.62775 7,42275 20486.8 0 47 910.8 1512.1 644.17 773.96 1440.5 382.82 317.36 5981.65656 7.42275 20932.17 0 --- __ . ._- - - -. 11 /- Henn/ '7 A'YJIC 71 Z77 C�7 11 49 925.83 1537 654.8 786.45 1463.7 389.14 322.59 6079.54178 7.42275 21822.9 0 50 933.18 1549.2 660 792.56 1475.1 392.23 325.16 6127.45047 7.42275 22268.26 0 51 940.44 1561.3 665.13 798.59 1486.3 395.28 327.68 6174.70226 7.42275 22713.63 0 52 947.59 1573,1 670.19 804.54 1497.4 398.28 330.18 6221.31975 7.42275 23158.99 0 53 954.65 1584.9 675.19 810.41 1508.3 401.25 332.64 6267.32431 7.42275 23604.36 0 54 961,62 1596.4 680.12 816.21 1519.1 404.18 335.06 6312.73619 7.42275 24049.72 0 55 968.5 1607.9 684.98 821,94 1529.8 407.07 337.46 6357.57456 7.42275 24495.09 0 56 975.29 1619.1 689.79 827.59 1540.3 409.93 339.83 6401.85762 7.42275 24940.45 0 57 982.01 1630.3 694.53 833.18 1550.7 412.75 342.17 6445.60267 7.42275 25385.82 0 58 988,64 1641.3 699.22 838.7 1561 415.54 344.48 6488.82615 7,42275 25831.18 0 59 995.19 1652.2 703.86 844,16 1571.1 418.29 346.76 6531.5437 7.42275 26276.55 0 60 1001.7 1662.9 708.44 849.56 1581.2 421.01 349.02 -6573.77023 7.42275 26721.91 0 61 1008.1 1673.5 712.97 854.89 1591.1 423.7 351.25 6615.51995 7.42275 27167.28 0 62 1014.4 1684.1 717.44 860.17 1600,9 426.36 353.45 6656.80641 7.42275 27612.64 0 63 1020.7 1694.4 721.87 865.39 1610.6 429 355.64 6697.64256 PERK 7,42275 28058.01 0 64 1026.9 1704.7 726,25 348.22 774.9 431.6 357.79 5370.35813 7.42275 28503.37 0 65 442.71 966.58 56.199 0 0 151.96 125.98 1743.42513 7.42275 28948.74 0 66 0 219.54 0 0 0 0 0 219,541859 7.42275 29394,1 0 67 0 0 0 0 0 0 0 0 7.42275 29839.47 0 1� VALLEY COMMONS BUS:1i,,Ir SS PARK 'STORM vioTE R HYDRAULIC ANALYSIS DESIGNED BY:EPV/JA(J B-"_31_94. Catchment Catchment location L UT #7 OPEN SPACE E:ASMENT AN4.-: MID./SOUTH VALLEY COMMONS DR,.. Description SYSTEM E :Catchment Wean) 45433.08 Catchment Area(acres) 1.043 Overland D i,stance(ft) 350 Runoff Coefficient 0.63 Slope I Cntensi.ty(in/hr) 0.7 ' Vel.rci_ty(ft/s) 2 TJ.me Time Intensity O.D. 0.D. Ti_meArea area, Actual Flow (0) Volume (min) (see ) (A/hr) Current(ft)Ac;tual(ft) Multiplier (sf) (00) (cf) 0 00 0 C) 0 0 0 0 160 7.145295 120 120 0.3428571 i 15577.056 1.623164 97.38982 2 1.20 4.585228 240 240 0.6857143 31.1.54.1.1..2 208321 249.9852 3 180 3..53722.4 360 350 1. .0285714 45433.03 2.343643 421.8558 4 240 2.94.24 480 350 1,.3714286 45433.08 1..949534 467.8881 5 300 2.550817 600 350 1.7142857 45433.08 1 .690084 507.0252 6 360 2269882 72..0 350 2.0.571429 45<433.08 h 503946 54h 4207 7 420 2.056636 840 350 2 4 45433.08 1.362656�62656 572.3151 8 480 1008176 960 3S0 2.7428571 45433.08 1.251041 6OC),4997 9 540 1.751076 1.030 350 3.08 5714;3 45433.08 1.160203 626.S095 10 600 1.636892 1200 350 3.4285714 45433.08 1.084549 650.7293 11. 660 1.540029 1320 350 3 771<-1"206 45433.08 8 1.02037 673,4444 12 720 1..4 5661.3 1.440 350 4..1142857 45433.08 0.965102. 694.8733 13 780 1,383874 1560 350 4.4571429 4.54.33.08 0.916907 715.1876 14 840 1.31977 1680 .350 4.8 45433.08 0.874434 734.5248 15 900 11262763 1.800 350 5.1428571 45433.08 0.836663 752.997 16 960 1.21.1,667 1920 350 5.4857143 454.3.3.08 0..80280 770.6968 1.7 1020 1 .165555 2040 350 5.8285714 4 54 ti:3.08 0.772257 787.7021. 18 1080 1.123688 2160 350 6.1714.286 45433.08 0.744517 804.0786 1.9 1.140 1.08547 2280 350 6.5142857 45433.08 0.719.1.95 819.8826 10 1200 1,050415 0415 2400 350 6.8571429 45433,08 08 0..69S969 835.1629 1.018122 252, 50 72 <154S3.08 0.674573 €349.9616 22 1320 0.98i 3',"-'.56 2640 150 70428571 4`K3,O i 0.654785 864-316 23 1360 0360538 2760 350 7.88571.43 45433.08 0.636419 C37W586 24 1440 0.9347272880 350 8.2285714 4 5.4..`)&(,l8 0.619318 891.8184 25 .1500 0.91.062 3 3000 1.50 83 571.4286 45433.08 0.603348 9050213 ():213 26 1560 0.88805 31.20 350 8,9142857 45433.08 o,SB8391 917.8903 27 1 620 0366857 3240 350 90511429 4543.:3.08 0.51435 930,446:5 3 1630 0.846913 3360 350 W 45433.08 0.561136 942,7082 29 1740 0.328105 3480 350 9.9428571 45453.08 0.548674" 954.6928 3o 1800 0.8.1.03 31 3600 350 .10.285714 45433.08 O.536898 966.4158 31. 1860 O.793 503 3720 350 10.62 8571 45433.08 O,525748 9772913 32 1920 0.777543 3840 350 10.971429 4543&08 o.`j j& 98 ..1323 33 1980 0.76238 3960 350 1..1..314'86 45433.08 08 0.505127 10W 151. 34 2040 0..747952 4080 350 11.657143 45433.08 0.495567 1010 357 5 2100 0.734204 4200 350 12 45433.08 0.486458 1021.a62 16 2160 0.721.085 4320 350 12242857 45433.08 0.4/7 7 66 1031.975 37' 2220 0.708551 . 4440 350 1.2.685714 4543 3.08 0.469462 1042.205 38 2280 0.69656 4560 350 13.02.8571 14S433.08 0.461517 1.052.259 39 2340 340 0.685076 4680 350 J3.371429 45433.08 0.453908 1062.145 40 2400 0.674065 4800 350 13.714286 454 33.08 0.446612 1071.87 41 2 460 n.663496 4920 350 14.057143 4.54.33.03 O.43961 1081.01.1. 42 2520 0.653342 5040 350 14.4 45433.08 0.432882 1090.863 43 2580 0.643577 5160 350 14.742857 45433.08 0.426412 1100.143 44 2640 0.634177 5280 350 15.08571.4 45433.08 0.4 0184 1109.2% 45 2700 0.625121 5400 350 15.428571 45433.08 0.4141.84 1118.296 46 2760 0.616389 5520 350 1.5.771429 45433.08 0.408398 1127.18 47 2820 0.607964 5640 35Q 16.114286 45433.08 0.40281.6 1.135.941 48 2880 0.599827 5760 350 16..457143 45433.08 0.397425 1.144.583 49 2940 0.591963 5880 350 1.6.8 45433.08 0.392214 1153.111 50 3000 0.564358 6000 350 17.1428S 7 45433.08 0.367176 1161.028 51. 3060 0.576999 6120 350 17.485114 45433.08 0.3825 1169.838 52 3120 0rt569873 6240 350 17.828571. 45433.06 0„377578 1178.044- 53 3180 0.562968 6360 350 1.8.1.71.429 45433.08 0.373003 1186.15 54 3240 0.556273 641.80 350 18.514286 MUMS 0.368568 11.94.159 55 3 300 0.549779 6600 350 .1..8 3571.43 45433.08 0.36426S 1202.073 56 3 360 0043475 6720 350 19.2 45433.08 0..360088 1209.896 57 3420 0,537354 6840 350 19.542857 45433.08 0.356032 1217.63 58 3480 0.531406 6960 .350 19.885714 45433.08 0.352091 1225.277 59 3540 0.525624 7080 350 20.228571 4343308 0.341.826 1232.84.1. 60 3600 0.52 7200 350 20.571429 45433.08 0.3445341. 1240.323 PEAK 61 3660 0.514528 230 230 0.65771429 29856.024 0.224026 019 034 62. 3720 0.509201 1.10 110 0.3142657 14278.968 0.106033 394.4446 6:3 3780 0.5041.014 --1.0 0 --0.028571 0 0 0 VALLEY COMMONS BUSINESS PARK STORWI WATER HYDRAULIC ANIIALYSIS DESIGNED BY:EPV/JALJ B-31-94 Cat chment# 6 Catchment Location Desc ription CENTRAL LOT #7 SYSTEM B Catchment Area(st) 6368432 Catchment Area(acres) 1.46,,.�-' 0,verland Distance(f t) 300 pL.jnc,)ff 0.7 1 Slope I Xntensit/in/hr) 0.7 Velocity(ft/s) 2 Time Time Intensity O.D. O.D. TimeArea Area Actual Flow (0) Volume (min) (sec) (in/hr) Current(ft)Actual(ft) Multiplier (sf) Qfs) (Cf) 0 0 0 0 0 0 0 0 0 1 60 7o145295 120 120 0.40 25473086 2.991507 179.4904 2 120 4.585228 240 240 0.60 50947.776 3039377 460,7253 3 180 3.537224 360 300 100 63684J2 3.702307 666.4152 4 240 23424 480 300 1.60 63684.72 3079723 7392334 5 300 2050817 600 300 2.00 63684.72 2.669864 300.9593 6 360 2069882 720 300 2.40 63684.72 2075818 85W945 7 420 2.056636 840 300 2.80 63684.72 2.152619 904.:1001 8 480 1088176 960 300 3.20 63684.12 1.976298 948.623 9 540 1.751076 1080 300 3.60 63684.72 1.832799 989.7113 10 600 1�636892 1200 300 4.00 63684.72 1.713286 1027.972 11 660 1 540029 1320 300 4.40 63684.72 1.611902 1063.855 12 720 1�456613 1440 300 4.80 63684.72 1 .524593 1097.707 13 780 1.383874 1560 300 5.20 63684.72 1.448459 1129.798 14 840 1.31977 1680 300 5.60 6368W2 1281364 1160046 15 900 1062763 1800 300 6.00 63684.72 1 .321696 1189.526 16 960 1.211667 1920 300 6.40 63684.72 1.268216 1217.487 17 1020 h165555 2040 300 630 63684.72 1.219952 1244.351 18 1080 1.123688 2160 300 7.20 63684.72 1J76131 1270021 19 1140 1.08547 2280 300 7�60 63684.72 1.136129 1295,187 20 1200 I &S0415 2400 300 Wo 63684=72 1,099438 1319026 21 1260 1.018122 2520 300 8 40 63684.72 1.065638 1342.704 22 1320 0�988256 2640 300 800 63684.72 1.034378 1365W 23 1380 0.960538 2760 300 9.20 63684.72 1=5366 1387.405 24 1440 0334727 2860 300 9.60 6368402 0,978351 1408026 25 1500 0.910623 3000 300 10X0 63684.72 0.953122 1429.683 26 1560 008805 3120 300 10.40 63684.72 O.929495 1450.012 27 1620 0.866857 3240 300 10.80 63684J2 0W7313 146%847 28 1680 0.846913 3360 300 11,20 63684.72 0086439 1489.218 29 1740 0.828105 3480 300 11&0 63684.72 0066753 1508-15 30 1800 0010331 3600 300 12.00 6368432 0,848149 1526.669 31 1360 0.793SO3 3720 300 12.40 63684.72 0030536 1544.797 32 1920 0377543 3840 300 12.80 63684.12 0.813831 1562.555 33 1980 0.76238 3960 300 13.20 6368432 0.79796 1379361 34 2040 0.747952 4080 300 13,60 63684.72 O.782859 1597.032 35 2100 O,734204 4200 300 14�00 63684.72 0.768469 1613.185 36 2160 0021085 Q20 300 14.40 63684.72 0�754738 1630.235 37 2220 0.708551 4440 300 1400 63684.72 0.741619 1646.39,1, 38 2280 0.69656 4560 300 15.20 63684.72 0.729069 1662.277 39 2340 0.685076 4680 300 15.60 63684.72 0.70049 1677.894 40 2400 0.674065 4800 300 16.00 63684.72 O�705524 1693.25? 41 2460 0.663496 4920 300 16.40 63684.72 0.694462 1708.376 42 2520 0.653342 5040 300 1.6.80 63684. 72 O M3834 1723.261 43 2580 0.643577 5160 300 17.20 63684.72 0.673613 1737.92 44 2640 0,63417 7 5280 300 17.60 6 3684.72 Y 6637 74 17S2�364 45 2 700 0.625121 5400 :300 1�i.00 4163684.72 63684.72 0.654 96 1766 398 46 2760 0.61.6389 5S20 300 18.40 63684.72 0.645156 1780.632 47 2820 0.607964 5640 300 : 18.80 63684.72 0.636337 1794.471 43 2880 0.599827 5760 300 19.20 63684.72 0.627821 1808.123 49 2940 0.591963 5880 300 1.`•3.60 63684.72 0.619S9 1621.595 50 3000 0.SB4.358 6000 300 20,00 63684.72 0.61.1631 1834.892 51. 3060 0.576999 6120 300 20.40 63684.72 0.603928 1.848.019 52 3120 0.569873 6240 300 20.80 63684.72 0.S96469 1860..983 53 3180 0.562968 6360 300 21.20 65684.72 0.589242 1873.788 S4 3240 0.556273 6480 300 21.60 63684.72 Y 582235 1886.44 55 3300 0.549779 6600 300 22.00 63684.72 0.575437 1898042 56 3360 0.543475 6720 300 22.40 6368432 0,S68839 1911.3 7 3420 0.537354 6840 300 2200 80 63684.72 O.S624.32 1923018 58 3480 V 5 31406 6960 300 23.20 63684. 72 0056207 1935.599 59 3540 0525624 5<'?5624 7080 300 23.60 63684.72 0„550155 1941.547 60 3600 0.52 7200 300 24.00 63584.72 0.544268 1.959.367 PEAK 61. 3660 0.514528 160 ISO 0.60 3821.0.832 0.323125 1182.636 62 3720 0 n 509201 60 60 0.20 1.27 36.944 0.1.06593 396.5265 63 3780 0.SO401<:1. --60 0 --0.20 0 0 0 - . . VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED 8Y:EPV/JAU . ., B-31-94 Catchment / Catchment location LOT 07 WEST AND LOT #B EA3T Description SYSTEM B Catchment Area(sf) 32408.64 ' Catchment Area(acres) 0'744 Overland Distanoe'ft) 240 Runoff Cnefficlont 0'71 Slope . 1 ' Intensity(in/hr) 0.7 VeIooity(ft/s) 2 Time Time Intensity O.D. O.D. TimeArea Area Actual Flow (Q) Volume (� �n) ���o\ (in/hr1 CVrrent(ft)AotuaI(ft) Multiplier (sf) (�fs) (of) (min) (sec) ` ' 'U 0 0 O 0 0 0 1 60 7.145295 123 120 0.5 16204.32 1.902942 114'1765 2 120 4'585228 240 240 1 32408.64 2.442285 29&0742 � 180 3'537224 368 240 1'5 ZC�|O8.64 1.884074 339.1333 - 240 2.9424 480 240 2 32408.64 1-567246 376. 139 5 300 2.550817 600 240 2'5 32408.84 1'358672 407.6017 � 360 2.269882 720 240 3 324{��.64 1.209035 435.2525 - 420 2'056636 840 240 3.5 3240B.64 1.095451 460.0893 4 ��K)B 7466 64 1 OD�7�� 482 8 48O 1'888176 9�0 24O . . . 9 540 1.751076 1080 248 4'5 32408-64 0.932696 503.6561 10 600 1.636892 1200 240 5 32408'64 0'871878 523.1266 11 660 1.540029 1320 240 5.5 32408,64 0.820284 541.3874 12 720 1.456613 1440 240 6 32408'84 0'775853 558.6143 13 780 1.383874 1560 240 6'5 22408.84 0.737109 574'9451 14 840 1.31977 1680 240 7 32408.64 0.702965 590.4905 ' 15 900 1062763 1800 240 7.5 32408.64 0'6726 605.3404 16 960 1'211667 1920 240 8 32403'64 0Z45385 619.5695 ' 17 1020 1065555 2040 24{) 8'5 324OB.84 0'620824 633.2401 � l8 1OB0 1'123688 2160 240 9 Z�4{�].84 0.�98623 646.4�53 � 19 1140 1 '0047 2280 240 9'5 324C3.64 0.578167 659.1103 20 1200 1'050415 2400 240 10 32408.64 0.559495 671'3942 � 21 1260 1.018122 2520 240 10.5 32408.64 0'542295 68&2911 22 1320 0988256 2640 240 11 32408.64 0'526387 694.8307 | 23 1380 0'960538 2760 240 11'5 32408.64 0011623 706'0392 24 1440 O'934727 2880 240 12 3240B,64 O'497876 716,9401 25 1500 0.910623 3000 240 12'5 32409'84 0'485036 727554 | 26 1560 0.88805 3120 240 13 32408.64 O.473012 737.8995 / 27 1620 0'866857 3240 240 13.5 33409,64 0,461724 747.9934 128 1680 0.846913 3360 240 14 32408.64 0.451102 757'8508 29 1740 0.828105 3480 240 14.5 32408.64 0'441084 767.4853 30 1300 0.810331 3600 240 15 32*38.84 0.431616 776.9095 .31 1860 0.793503 3720 240 15.5 32408.64 0.422653 786'1348 32 1920 0'777543 3840 240 16 32400.64 0'414152 795'1715 33 1980 0'76238 3960 240 16'5 33408.64 (}.406075 804.0292 34 2040 0,747952 4080 240 17 32408.64 0.398391 812.7168 35 2100 0.734204 4200 240 17.5 32408.64 0.391068 8210423 36 2160 0'721085 4320 240 18 32408.84 0'38408 829.6133 37 2220 0'708551 4440 240 18'5 32408'64 0.377404 837'8368 38 2280 0.69656 4560 240 19 32408.84 0'371017 845,9192 39 2340 0.685076 46B0 24O 19 5 3�4OB 64 O'364� 853.�66� ' ' ` 40 2400 0'674065 4EOO 240 20 32408'64 0.359(35 861'6847 41 2460 0.663496 4920 240 20.5 32408'64 0'353406 869.3787 42 2520 0.653342 5040 240 21 32408.64 0.347997 876.9535 43 2580 0.643577 5160 240 21.5 32408.64 0.342796 884.4137 44 2640 0.634177 5280 240 22 32408.64 0.337789 891.7637 45 2700 0.62512J.. 54,00 240 22.5 32408.64 0.332966 899.007:5 46 2760 0.616389 5520 240 23 32408.64 0.328315 906.149 47 2820 0.607964 5640 24.0 23.5 324A�3.64 0.323827 913.1919 48 2880 0.599827 5760 240 24 32408.64 0.319493 920..1394 49 2940 0.591963 58BO 240 24.5 32408.64 0.315304 926.995 50 3000 0.584358 6000 240 25 32408.64 0.311254 933.7616 51 ' 3060 0.576999 6120 240 ?5.5 3240£;.64 0.307.334 940.4421 52 3120 0..569873 6240 240 26 3240S.&I 0.303538 947.0393 53 ;i.l. 0 0.562968 6360 24.0 26.5 32408.64 0.29986 953.5558 54 . 324.0 0.556273 6480 240 27 32408.64 0.296294 959.9941. 55 3300 0.549779 6600 240 27.5 32408.64 0.292835 966.3565 56 - 3360 0.543475 6720 240 28 32408.64 0.289478 972.6453 57 3420 0.537354 6840 240 28.5 32403.64 0.286217 978.8626 58 3480 0.531.406 6960 240 29 32408.64 0„283049 985.0105 59 3540 0.525624 7080 240 29.5 32-408.64 0.279969 991 091 60 3600 0.52 7200 240 30 32408.64 0.276974 997.1058 PEAK 61 3660 0.514 528 J.20 120 0.5 16204.32 0.13703 501.5284 62 3720 0.509201 0 0 0 0 0 0 K2- VALLEY COMMONS BUSINESS PAR STORM WATER HYDRAULIC ANALYSIS DESIGNED BY:EPV/JAU B-31-94 Catchment Catchment location on Description LOT" AS WEST' SYSTEM M B Catchment Area (sf) 41469.12 Catchment Area(acres) 0.952 Overland Distance(ft) 240 Runoff Coefficient 0.71. slope 1. Intensi.ty(in/hr ) 0.:7 Velocity(f t/S) 2 Time Time Intensity 0.D. O.D. T-imeArea Area Actual Flow (Q) Volume (min) (sec::) (in/hr) Current(ft)Actual(ft) Multiplier (sf) (cfs) (c:.f) 0 0 0 0 0 0 0 0 0 1 60 7.145295 .:120�, I 120 0.50 20734.56 2.434947 146.:090 3 2 1.!0 4.SBS228 240 null 1..00 41469.12 3.125074 375.0089 9 3 1.�30 3.537224 ..,rif:0 24'0 1.50 41469.12 410804 43 3.`7'-r''•B 4 2.4.0 2.9424 480 240 2,00 41.4 69.12 2.005401 481.2962 5 300 2..550817 600 240 2.50 4.1469.12 1.738516 521.5549 6 360 2.269882 720 240 3.00 41469.1.2 1.547044 556.936 7 420 2056636 056636 840 240 3.50 41469 J2 1.401706 `88.7164 8 480 1.8881.76 960 240 4.00 41469.12 .1.286B92 617.708 9 540 1..751076 1080 240 4.50 41469.12 1.1.9345 64&4632 10 • 600 1.636892 1200 240 5.00 41469.12 1..115628 669.377 11. 660 1040029 1320 240 500 41469..12 1.049611 692.7431 12 720 1.45661.3 1440 240 6.00 4.14 69.12 0,992758 714.786 13 780 1.383874 IS60 240 6.50 4.1469,:12 0.943183 735.6825 14 840 1 .31977 1680 240 7.00 41469„12 0.899493 755.5738 1.5 900 1062763 1 800 240 7.50 41469 J2 0.86 06 39 774.575 3 60 1,211667' 1.9.._0 ��C) :l6 7 2 �, 8000 41469.12. 0.82 5�15 792.7824 n 1.7 1.020 1.16555S 2040 241.0 8.50 41469.1.2 0394387 810.275 18 1080 1.123688 2160 240 9.00 41469.12 0.765 853 827.1208 19 1140 1.08547 2280 1 24 0 9.50 41469.:1.2 0.739805 843.3777 20 1200 1.050415 2400 240 10,00 414 69.12 0.71..59.1.3 8.5%0958 21. 1260 1.018122 2.520 240 1000 41469. 12 0.693904 874.3187 22 1320 0.9882:6 2640 240 1.1..00 41469.12 0.613549 889.0844 23 1.380 0.960538 2760 240 11.50 41.469.:1.2 0.634657 903.4265 24 1440 0.9 34727 880 240 12,00 4.1469,12 0 R 637066 917.3749 25 1 500 0.91062.3 3000 240 1200 414169,:12 0.620637 930.9561 26 1560 0.88805 31.20 24.0 13.00 4.1469 J2 0.605253 944.194 27 1620 0.866857 3240 240 13.50 41.469.12 0.590809 957.1098 28 1.680 0.846913 3360 240 14.00 41469.1.2 0.577216 969.723 29 1740 0.828105 3480 240 1.4.50 41.469.12 0.564397 982.0511. 30 1.800 0.810331 3600 240 15.00 41469.12 0.552283 994.110J, 31. 1860 0.793503 3720 240 I S.% 4146%12 0.540814 1005.91.4 32 1920 0.777543 3640 240 16.00 41.469.1.2 0.529936 1017.477 33 1980 0.76238 3960 240 16.50 41469.12 0.519602 1.028.81.2. 34 2040 0.747952 4080 240 17.00 41.469.12 0.509769 1.039.928 35 21.00 0.734204 4200 240 1.7.50 41.469.1.2 0.500399 1.050.837 36 2160 0.721085 4320 240 18,00 41469.12 0.4914S 7 A061.548 37 2220 0.708551. 4440 241.0 I .SO 41469..1,.2 0.482915 1072.07J 38 2280 0.69656 4560 240 19.00 41469.12 0.474742 1082.413 39 2340 0.685076 4680 240 19.50 41469.12 0.466915 1092.582 40 2400 0.6 74065 4800 240 2000 41469.12 0.459411 1.1.02.586 � r 41 2460 0.663496 4920 240 2000 41469.12 0.452208 1.112.431 42 2520 0.653342 5040 240 21.00 41469.12 0.445287 1122.123 43 2580 0.643577 5160 240 21..50 41.469.12 0.438631. 1131.669 44, 2640 0.634177 5280 240 22,00 41469,12 0.432225 1141,074 45 2700 0.625121. 5400 240 22.50 41469 J2 0.426053 1.150.343 46 2760 0.616389 5520 240 23.00 41469.12 0.420102 115 9 A81 47 7820 0.607964 5640 240 23.50 41469.12 0.414359 1168.493 48 2880 0.599 27 5760 240 24.00 41469.12 0 A08813 1177.383 49 2940 0.591963 5680 240 24.50 41469.12 0.403454 1186.155 50 3000 0.584358 6000 240 25.00 41469.12 0.398271 1194.813 51. 3060 0.576999 6120 240 2.5..50 41469.12 0.3932.55 1203.Z61. 52 3120 0.569873 6240 240 26.00 41469,12 0.388398 1211.803 53 3180 0.562968 6360 240 26.SO 41469.12 0.383692 1220.14A. 54 32,10 0.55627 3 6480 240 27.00 41469.1.2 0.379129 1228.38 55 3300 0.549 r79 6600 240 27.50 41469.12 0.374 703 1236.521 56 3360 0.543475 6720 240 28.00 41.469.12 0.370407 1244.568 57 3420 0,:5 *73S4 68d 0 240 23.50 41469.12 0.36623S 1252.523 58' 3480 0,531406 6960 240 29.00 41469.12 0.362.1.81 1260.39 59 3540 0.525624 7080 240 29.50 41469.12 0.35824 1.268.17 60 3600 0.52 7200 240 30.00 41469.1.2 0.354407 1.175.867 PEA 61 3660 0.514528 120 120 0.50 20734.56 0.175339 641.7407 62 3720 0,509201 0 0 0.00 0 0 0 VALLEY COMMONS BU S:1: .-IESS PARK STORM 4^JATER HYDRAULIC ANALYSIS DESIGNED BY:F PV/,7AU 8-31-94 Catchment # 9 Catchment Location on LOT #9 EAST SYSTEM 13 Description on Catchment Area(s•f) 44300.52 Catchment Area(acres) 1.017 Overland Distance(ft) 230 Runoff Coefficient 0.78 Slope ral:;c7 1. intensi.ty(:i..n/hr) 0.7 Vc-=:I oc:i.ty(ft/s) 2 Time Time Intensity O.D. O.D. Ti.meArea Area Actual Flow (Q) Volumes (min) (see) (in/hr) Ci_Jrr.ent(ft)Artual(ft.) Multiplier (s-f) Qfs) (c;f) 0 0 0 0 0 0 0 0 0 1 60 7.145295 1.20 1.20 0.52 23113.314783 2.981901 08.`:a1<:I 1. 2 120 4.585228 2.40 230 1.04 44300.52 3.6675 9 440.1106 3 180 ;30372'24 60 230 1.57 44300.522..829321 509.2778 4 2�1•0 ., 2,9424 480 2.30 2.09 44300.52 2,353539 564.8 494 5 300 2 550i31'•7 600 230 2.61 44300.52 2..040323 612.097 6 360 2.269882 720 230 3,A 4430002 1015612=;6.12 653.620 3 7 420 2056636 840 230 ::3.65 44300.52 1.:64 5042 690.9.178 8 480 1088176 960 230 4 .17 44300.52 1010291 7240423 9 540 1.751076 1.080 230 4.70 44300.52 1.400634 75&342 3 10 600 1.636892 1200 230 5,22 44300.52 1..309302 785.5812 11 660 1.540029 .1320 230 5.74 44300.S2 1 .231824 813.0035 12 720 1.456613 1.440 230 6..26 44300.52 1.16S102 038.8732 13 780 1.383874 1560 230 6,78 4.1•300..52 1 .10692 863.3973 14 040 1.31977 1.680 230 7.30 44300.52 1.055645 886.7418 15 i 900 1062763 3 1800 230 7.83 44 300%52 1.010047 909,04'?. 16 960 1.211667 1920 230 €3 35 44300.W 0.9 )91.77 930.4093 17 .1020 1.165555 2040 230 8.87 4430042 0.932293 %0.9391 8 1080 .1..123.688 2160 230 9.39 4430002 0.898805 970.7093 �80 y30 9.91. 44300.52 0.86823=� 969.7884 I 1:� 11.�=1.�0 1.03517 2��3(, �., 20 1200 1 .050415 2400 230 10.4 3 44300.52 0.840196 1008.235 21 1.260 1.018122 2520 230 1.0.96 44300.52 0.814366 1026.101 22 1.320 0.988256 6 2640 230 11.48 44300152. 0.790477 1.043.43 2 1.380 0.960538 2.760 230 W O 4430002 0 R 76 .> >6 1060.262 24 f 0334727 2880 230 1252 4. 300-52 0.747661 10 76.6.32 .:5 1.500 0.910623 .:5000 230 1.3.04 1.4 00." ' O.72838 1092.571. 26 1560 0.88805 3120 2.30 13.57 44300.52 W10325 1108.106 27 1620 0 0,866857 3240 230 14.09 44300.12? 0.693373 1123.:?_6-1• 21 l 1.680 0.846913 3.360 230 14,61 44300.52 0.677421 1138.067 9 1.740 0..823105 3480 230 15..13 44300.52 0.662377 1152.536 30 1800 0.810331 31• 3600 230 1.5.65 4430=2 0.64816 1166.688 31 1860 0.793503 3..720 2.30 16.17 44300.P2 0.6347 1180. <1 . 32 1920 0.777543 3840 230 16.70 44300.52 0.621933 1194.112 33 1980 0.76238 3960 230 17.'7'_2 44300.52 0.609805 12 07.40;4 34 2040 0.747952 4080 230 1•'7.74 44300.52 0.598265 1220.46 35 2.100 0.734204 4200 230 18.26 44300.52 0.587263 12_33.263 36 2160 0.72108S 4320 230 18.78 44300.52 0.S767 7 5 1245.833 37 2220 0..708551 4 440 230 19.30 44300.52 0.56 749 1..258.183 8 2280 0.69656 4560 230 1903 44300.52 0.5 57158 12 70..32 39 2340 0.685076 4.680 230 20.35 44300.52 0.547972 1282.255 40 2400 0.674065 4�300 2.30 2007 f37 44300.52 0.539165 1293.995 41 2460 0.663496 4 920 230 21.39 44300.52 0.5 30711. 1305.549 42 2520 0.653342 5040 2-)0 21.91 44300'52 0.622589 1316.924 43 2580 0' 5160 230 2�.43 4,4300.52 0.514778 1328.127 44 2640 0'634177 6280 230 22'96 .,. 44300'52 O'5O7259 1339.16S 45 2700 0'62S121 5400 230 23.48 ' 443O0.52 0.S00016 1350.043 46 2760 0.616389 5520 230 24'00 44300'52 0.493032 1360'767 47 2820 0'607964 5640 230 24.52 44300.52 0.486292 1371.344 48 2880 0.599827 5760 230 25.04 44300'52 0.479784 1381.777 49 2940 0'591963 5880 230 25.57 44300.52 0'473494 1392'072 5O 3000 0,584358 6000 230 26'09 44300.52 {>.467411 1402,233 51 3060 0.576999 6120 230 26'61 44300.52 0-'46.1525 1412.265 52 3120 0.569873 6240 230 27'13 44300.52 0.455825 1422.173 53 3180 0'562968 6360 230 27.65 44300.52 0.450301 1431.958 54 3240 0'5S6273 64G0 230 28.17 44300.52 0'444947 1441'627 55 3300 O,549779 6600 230 28.70 44300'52 0.439752 1451.181 56 3360 0'543475 6720 230 29'2_2 44300.52 0'43471 1460.625 57 3420 0'537354 6840 230 29'74 44300.52 0'429813 1469'962 58 3480 0.531406 6960 230 30.26 44300.52 0.425056 1479.194 59 3540 0.52564 7080 230 3M8 44300,52 0.420431 1488.32.5 60 3600 0'52 7200 230 31.30 44300.52 0.415933 1497.358 PEAK 61 3660 0'514528 110 110 0.48 21187'205217 0'196831 720'4016 62 3720 0.5092O1 -10 0 -0.04 O O 0 ' � �� VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED 8Y:EPV/JAU , 8-31-94 ' Catchment # 2 ! Catchment Looati.on SOUTH AND WEST PERIMETER LOT#9 Description Catchment Area(sf) 20438.352 Catchment Ary(acres) 0,4692 Overland Distanoe(ft) 1S0 Runoff Coefficient 0.28 Slope 2'1 Intenoity(in/hr) 0,7 VeIooity'ft/s) 1 Time� Time Intensity O.D. O'D' TimeArem Area Actual Flow (Q) Volume (min` (sec) (in/hr) Curront(ft)Aotual(ft) Multiplier (sf) (ofs) (of) 0 0 0.7 O 0 O O O 0 1 60 0.7 60 60 O'4 8175.3408 0.037092 2.225509 2 120 0.7 120 120 0.8 16350'6816 0.074184 8302038 3 18O 0.7 180 150 1.2 20438.352 0'09273 16'69132 4 240 0.7 240 150 1'6 20438.362 0.O9273 2205509 5 300 0'7 . 300 ISO 2 20438.352 O'O9273 27'81887 6 360 0'7 360 15O 2.4 20438'352 0.09273 33,38264 7 420 0.7 420 150 2'8 28438,352 0.09273 38.94642 8 480 0.7 480 150 3.2 20438'352 O.09273 44.51019 9 540 0'7 540 150 3.6 20438'352 O.09273 50.07396 10 600 0.7 600 15D 4 20438.352 0.09273 55'63774 11 660 0.7 660 ISO 4'4 20438.352 0,09273 6100151. 12 720 0.7 720 150 4.8 20408.352 0.09273 66'76528 ' 13 780 0.7 780 15O 5.2 20438'352 0'09273 72'32906 14 840 0'7 840 150 5'6 20438'352 0.09273 77'89283 15 900 0.7 900 ISO 6 20438'352 0.09273 83.4566 16 960 O.7 960 150 6'4 20436.352 0.09273 89'02038 17 1020 0'7 1020 150 6'8 20438252 0'09273 94'58415 � is 1080 O.7 1080 15O 7'2 20438'352 0'09213 100'1479 � 19 1140 0.7 1140 150 7-6 20438.352 0.09273 105-7117 20 1200 O'7 1200 ISO 8 20438.352 0.09273 111'2755 21 1260 0'7 1260 150 &4 20438-352 O-09273 116.8392 22 1320 0.7 1320 150 8.8 20438.352 0'09273 122'403 � 23 1380 0'7 1380 ISO 9'2 20438.352 0.09273 127'9668 24 1440 O'7 1440 15O 9'6 20438-352 0'09273 133'5306 25 1500 O'7 1500 ISO lD 20438'352 0'09273 139'0943 28 060 0.7 1560 15O 10'4 20438.352 0&9273 144.6581, 27 1620 O.7 1620 150 10.8 2043&352 0'09273 150.2219 | 28 1680 D^ ^7 168O 15O ll 2 20438'352 0.09273 155'7857 | 29 1740 0.7 1740 15O 11'6 20438'352 0.09273 1610494 � 30 1800 O.7 1800 150 12 20438'352 0,09273 166.9132 31 1860 0.7 1860 150 12.4 20438'352 0'09273 172.477 � 32 1920 0,7 1920 1S0 120 20438.352 0'09273 178.O408 33 1980 0.7 1980 150 13.2 20438.352 0.09273 183'6045 34 2040 0'7 2040 ISO 13'6 20438.352 0.09273 189.1683 35 2100 0.7 2100 1S0 14 20438.352 0.09273 194.7321 36 2160 0'7 2160 150 14.4 20438.3S2 0.09273 200-2958 37 2220 0'7 2220 15O 14'8 20438'352 0'09273 205.8S96 38 2280 0,7 2280 1S0 15.2 20438.352 009273 211.4234 39 2340 0.7 2340 ISO 15.6 20438.362 0.09273 216'9872 »�� 40 2400 0.7 2400 150 16 20438.352 0.09273 222.5SU9 ��, 41 2460 0.7 2460 150 16'4 20438.352 0.09273 228'1147 42 2520 0.7 2520 15© 16.8 20438.352 0.09273 233.6785 43 2580 0.7 2.580 ISO 1.7.2 20438.352 0.09273 239.2423 44 2640 0.7 264.0 1.50 17.6 , 20438.352 0.09273 244.806 45 2700 0.7 2700 ISO 18 20438.352 0.09273 250.•; % 46 2760 0.7 2760 ISO I .4 20438.352 0.09273 255.9336 47 2820 0.7 2820 ISO 18:.8 20438.352 0.09273 26h l•4974. 48 2880 0.7 2880 150 19.2 20438.352 0.09273 267.061.1 49 2940 0.7 2940 1.50 19.6 20436.352 0.09273 272.6449 50 3000 0.7 3000 150 .20 20438.352 0.09273 278.1887 51 3060 0.7 3060 1.50 20.4 204 38.352 0.09273 283.752.5 52 3120 0.7 3120 ISO 20.8 20438.3S2 0.09273 289.3162 53 31�i0 0.7 3180 150 21.2 20433052 0.09273 294.88 54 3240 0.7 3240 150 21.6 20438.352 c).09'2 73 300.4438 55 3300 0.7 3300 150 22 20438.:,352 0.09273 306.0075 56 3360 0.7 . 3360 1.50 22.4 20438.:352 0.09273 31.1.`a71:3 57 3420 0.7 3420 ISO 22.8 20438.352 009273 317.135,1, 58 3460 0.7 3460 1.50 23,2 20438.352 0,09273 32 2.698 9 59 3S40 0.7 3540 ISO 23.6 20438.352 0.09273 328.2626 60 3600 0.7 3600 ISO 24 20438.352 0.09273 333.8264 PEAK 61 3660 0.7 90 90 0.6 12263.0112 0.055638 20&634.1. 62 07720 20 0.7 .30 30 0.2 4087,6704 0.018546 68.99079 63 .3780 0.7 - i0 0 -0.2 0 0 0 VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED BY:E.PV/JAU B-31-94 Catchment; # 12 Catchment Location Description LOT #3 SOUTHEAST SYSTEM B Catchment Area(sf) 17206.2 Ca.tahment Area(acres) 0.395 Overland Distance(ft) 1.00 Runoff Coeffic:ient. 02j, Slope 1 intensi.ty(in/hr) 0..7 V' l.ocaity(ft./s) 2 Time Time Intensity O.D O.D. TimeArea Area Actual Flow (Q) Volume (min) (sec) (in/hr) Current(ft)Ac;tual(ft.) Multiplier (sf) (c:fs) (cf) 0 0 0 0 0 0 0 0 0 1. 60 1.145295 120 100 1.2 17206.2 2.30518B 138.3113 2. 120 4.585228 40 100 2.4 172060 1.479269 177.51 2:3 3 180 3.537224 360 100 3.6 17206.2 1.141166 205„409'') 4 240 2.9424 480 100 4.8 17206.2 0.949266 2270239 5 .300 2.55081.7 600 100 6 1.7206..2 0.822935 246. 805 6 360 2.269882 720 1.00 7.2 17206.2 0.732301 263.6283 7 420 2.056636 840 100 8.4 17206,2 0.663504 27E-L1.671.,1. 8 480 1.888176 960 100 9.6 1.7206.2 0.6091.56 292..3951 9 540 1.751.076 1080 100 10.8 17206.,2 0.564925 305.0598 10 600 1.636892 1200 100 12 17206.2 0.528086 316.8529 11. 660 1.540029 1320 100 13.2 17206.2 0.496838 >27.91;3,1 12 720 1.456613 1.440 1.00 14.4 17206.2 O,469927 338.34.74 1.3 730 1.383874 1560 100 15.6 17206.2 0.44646 348.2389 14 840 121977 7 1680 100 16.8 172062 2 0.425 779 35 7.6545 15 -900 1.262763 1800 1.00 18 17206.2 0.407 388 360 649 16 960 1.01.1667 1920 1.00 192 17206.2 0.390904 375.2674 17 1020 1.1655S5 2040 1.00 20.4 17206.2 0.376027 383.5476 18 1080 1,.123688 2160 100 2 1..,6 17206,2 0.36252 3910216 19 1140 1.08547 2280 100 22.8 .1.7206.2 0.3501.9 399.2169 20 1200 1.050415 2400 1.00 24 17206..2 0.3:3i,}881 406.6572 21 1.260 1.018122 2520 100 25.2 172060 0.328463 41.3.863i 22 1320 0.9882.56 2640 1.00 26.4 1.7206.2 0.318828 420.8524 23 11380 0.`>'60S38 2760 100 27.6 17206.2 0.309885 <-427.641,3 �4 1440 0334727 2880 1.00 28.8 17206.2 0.301.558 434.2439 25 1500 0,910623 3000 100 30 17206.2 0.293782 440&726 26 1560 008805 8805 3120 100 31..2 17206.2 O.286499 446.9 388 27 1620 0066857 32W 1.00 32.4 172060 0.2 79662 4530526 0526 3 1680 0.84.6913 3 360 100 33.6 17206.2 0073228 273225 459.0231 29 1.740 0.8281.05 34BO 1.00 34.8 17206.2 0.26716 464.s586 30 1B00 0010331 3600 .100 36 17206.2 0.261426 470.5668 31 1160 0.793503 3720 100 37.2 17206.2 0.25S997 476..1.544 32 1920 0.777543 3B40 100 38.4 17206.2 0,"l._50c34 S 481.62 79 33 1980 0.76238 3960 1.00 39.6 17206.2 0.245956 486.9929 34 2040 0.747952 4060 1.00 40.€3 17206.2 0.241301 492.2549 35 2100 0.734204 4200 1.00 42 1.7206.2 0.236866 497.4167 36 2160 O,721085 4320 100 43.2 17206.2 0.232634 502.489 37 2220 0.70855.1. 4440 100 44.4 17206.2 0.22859 507.4699 38 2280 0.69656 4560 100 45.6 17206.2 0.224722 512.3653 39 2340 0.655076 4680 1.00 46.8 17206.2 0.221017 517..1.7'c) 40 2400 0.674065 4800 100 48 1.7206.2 0.21.7464 521.914.3 � 1 41 2460 0.663496 4920 100 49.2 17206.2 0.214055 526.5745 <42 2520 0„653342 5040 100 50.4 17206.2 0.21.0779 531.1625 43 2S80 0.643S77 S160 100 51.6 17206.2 0.20 7628 535.681. 44 2640 0,.634177 5280 100 52.8 17206.2 0.204596 540..1329 45 2700 0.625121 5400 100 54 1.7206.2 0.201674 544,5204 46 2760 0.616389 5520 100 55.2 17206.2 0.196857 548.8459 47 2820 0.60 7964 5640 100 S6.4 17206.2 0„196139 553.111.7 48 2880 0:S99827 5760 100 57.6 17206.2 0.193514- SS7.3198 49 2940 0.591963 a880 100 58.8 17206,.2 0.1909.77 56J..4722 5(:) 3000 0„584358 6000 100 60 17206„2 0.188524 565.S706 51 3060 0-.576999 6120 1.00 61...2 17206.2 0.186149 569.6169 52 3120 0..569873 6240 100 62.4 17206.2 0.18385 573.6128 5)3 3180 0.562968 6360 1.00 63.6 1.7206.2 0.181623 577.5598- 54 324.0 0.5.�62 73 6480 1.00 64.8 17206.2 0.179463 581.4594 _�S 500 0.5'4�77 5 3' 9 6600 100 66 17206.2 0.177368 585.313 .� .a 6 3360 0.543475 6720 100 67.2 17206.2 0.17S334 589.1221 57 3 420 0.537354 6840 100 68.4 1.7206.2 0.173359 S92.88 7 9 58 3480 0.531406 6960 100 69.6 17206.2 0,17144 596.6116 59 3540 0.525624 7080 100 -70.8 1.7206.2 0.169575 600.294S 60 3600 0,52 7200 100 72 1,7206.2 0.16776 603.9376 PEAK 6J, 3660 0.514:528 --20 0 -0.2 0 0 0 a�. VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANAI...YSI DESIGNED 8Y:F_PV/7AU 8-31-94 Catchment # 13 Catchment location Description Lot; 43 West SYSTEM B Catchment Arba(sf) 18077.4 Catchment Area(acres) 0.415 Overland Dist.ance(f't;) 105 Runoff Coefficient 0.81 ::lope I Intensity(in/hr) 0.7 Vel.cacity(ft/s) 2 Time Time Intensity O] D. 0.D, TimeArea Area, Actual Flow (Q) Volume (min) (sec;) (in/hr) t:,urrent('f°t)Actual(ft) Multiplier Of) (cfs) (c;f) 0 0 0 0 0 0 0 0 0 1 Gila 7,145295 120 1.05 1.14 18077.4 2.421907 145.31.4.4. 2 120 4.58S2 8 240 105 2.29 18077.4 1. 54169 186.5003 3 180 &537224 360 1.05 3.43 18077.4 1.198946 215.8104- 4 2,40 2.94:�4. �t80 105 4,. 57 1807 7,4 0.99733 232.3S93 5 4300 2.550817 600 1 os 5.71 18077.4 0064603 64603 259.3808 6 360 2.269882 720 105 6.86 18077„4 0 769379 276.9766 7 420 2.056636 840 105 8.00 18077.4 0.697099 292,781.'7 8 480 1.888176 960 105 9.14 18077.4 0.64 307.1999 9 54.0 1.751076 1080 105 1=9 18077.4 0 093529 320 Z05c 3 10 600 1.636892 1200 105 11.43 18077.4 0.5S4827 332.896 1.1. 660 1.54.0029 1320 1.05 1207 18077.4 0.:521995 :�44.51.6';a 12 720 1.4S6613 1440 105 13.71 18077.4 4 0.493721 355.4789 13 780 1.383874 1560 105 1426 18077.4 0.469066 365.871.2 1.4 840 1.31977 1630 105 16.00 18077.4 0.447338 375.7636 1.5 900 1;262763 1800 105 17,14 18077.4 O.428015 385.2135 1.6 960 1.211667 1920 105 18.29 18077,4 0.410696 3940683 ?_683 17 .1020 1.165555 2040 f 05 19.43 18077.4 0.395066 402.9677 18 1080 1.123688 2160 1:05 20.57 18077.4 0..3 3087S 411 x 3455 19 1.1.40 1..08547 2280 105 ,21.. 71 18077.4 0.367921 419.430,1• 20 1,200 1.050415 2400 105 22.86 18077.4 0,35604 427.2474 21. 1.260 1 .018122 252.0 105 24.00 1€07 7.4- 0.345094 94 434 018J, 22 1.320 0388256 i 26,40 1_05 25 n 1.4 18077.4 0.334971 442.161.4 23 1380 0.960538 2760 105 26..29 18077.4 0.325575 449.294 24 .14-40 0.934727 2880 105 27,43 18077.4 0.316827 456.2309 1 25 1500 0010623 91062.3 3000 105 28.57 18077.4 0.308657 462.9851. 26 1560 028805 88805 3120 16S 29.71. 18077,4 0.301006 469.5686 27 1620 0.366857 3240 10 a 30.86 1..�i0'77.4 0.293822 475.9919 28 1.680 004.6913 3360 105 32.00 18077.4 0.287062 482.2648 29 1740 0.828105 3480 105 33.1.4 18077.4 O r 280687 488 3958 30 1800 0.810331 3600 1Q5 34.29 18077.4 0.:2 74663 494.393 31. 1860 0.793503 3720 720 105 35.43 18077.4 0.268959 500.263.5 32 1920 0.777543 3840 165 36.57 18077.4 0,263549 506.01.41 33 1980 0.76238 3960 105 37.71 18077.4 0.258409 511.650F3 34 2040 0.7 4.7952 4080 105 38,86 1.8077.4 0.253519 517.1.792 35 2100 0.734204 4200 10.5 40.(a0 18077.4 0.2488S9 522.6045 36 2160 0.721085 432.0 105 41..14 18077,4 0.244413 527.9314 37 2220 0.708551 4440 1.05 42.29 18077.4 0..240164 533.1645 38 2280 0.69656 4S60 105 43.43 1.8077.4 0.2361. 538.3079 39 2340 0.6850 76 4680 1.05 44.57 18077.4 0.232207 543.3653 40 2400 0.674065 4800 105 45,71 18077.4 0.226475 548.3<'404 41 2460 0.663496 4920 105 46.86 1.8077.4 0.224893 5530365 42 2520 0.653342 SO40 105 48.00 18077.4 0.221451 558.0568 43 2580 0.643577 5160 105 49.14 1.8077.4 0.218141 562.8041 44 2640 0.634177 5280 105 50.2.9 1.8077.4 0.214955 567.481.4 45 2700 0.62.5121 S400 1105 51.43 18077.4 0.211866 572.091. 46 2760 0.616389 SS20 105 52.57 18077.4 0.20892E 576.6356 47 2820 0.607964 5640 105 `i3.71 18077.4 0.20607 581.1174• 48 2880 W 599827 5760 105 54.86 18077.4 0.203312 5850385 49 2940 0.591963 5880 105 56.00 1.8077.4 0.200647 589.9011. 50 3000 V584358 6000 105 57.14 18077.4 0.198069 S94.2071 51 3060 0.576999 6120 105 58.29 18077.4 0.195575 S96.4583 52 3120 0.569875 6240 105 ST 43 18077.4 0.19.3159 602.6565 5;3 3180 0.562968 6360 105 60.57 18077.4 0.190819 606.8033 54 3240 0.556273 6460 105 61.71 18077.4 V 188549 610..9004 5 c 3300 0.`�4`��7 79 6600 105 62„86 18077,4 0.186348 614.9491 7 7 r.✓ 56 3.360 0„543475 6720 105 64.00 18077.4 0.1.84212 618.9511. 57 3420 0.537354 6840 105 65.14 18077.4. 0.182137 622.9075 58 3480 0.531406 6960 105 66.29 18077.4 0.160121 626.8198 59 3540 0.525624 7080 105 67.43 18077.4 0.:1.78161 6 O.:6 % 60 3600 0.52 7200 105 68.57 .18077.4 0.176255 634.51.67 PEAK 61. 3660 0.514528 --1s 0 --0.14 0 0 0 VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC AN0LYSI.'-,'3 DESIGNED BY:EPV/Ji-U B -31-94 Catchment 14 Catchment Description: Description LOT 442 EAST SYSTEM B Catchment Area(sf) 100143.8 Catchment Area(acres) 0.23 Overland Distance (ft) 80 Runoff Coefficie:it. 0.31 -Slope I Intensity(in/hr) 0._7. Velocity(ft/s) 2 Time Time I..ntensi.ty O.D. 0 D. Ti.meArea Area, actual Flaw ( ) Volume (min) (sec.) (in/hr) Current.(ft)Actual(ft) Multiplier (wf) (cfs) NO 0 0 0 0 0 0 0 0 0 1. 60 7.14 5295 120 80 1.5 10018.8 1.342261 80.535619 2 1.20 4.585228 240 80 3 10018.8 0061347 103.3616 3 180 3.537224 360 80 4.5 1001.8.8 0.664476 11%6057 4 240 2.9424 480 80 6 1.0018..8 0.552737 1.3 2.6569 5 300 2.550817 600 so 7.5 1001c3.ice' 0.479177 143.7532 6 360 2.269682. 120 80 9 10018.8 0.426403 153.50 51. 7 420 2.0.56636 840 80 10.5 10018.8 0.386344 162.2605 8 480 1,888176 960 80 12 10018.8 0.354699 1.70.2554 9 540 1.751076 1.080 80 13..5 1.001.8.8 0.328944. 177.:629.7 10 600 1.636892 1200 80 15 10018.8 0.307494 184.4966 11 660 1..540029 1320 80 16.5 10018.8 0.289298 190.9368 2 720 1.456613 .1440 80 18 10018.8 0073628 197.0124 13 780 1.383874 1.560 80 19.5 1001.8.8 0.259964 202.772 1.4 840 0 1,31977 1680 80 21 10018.8 0.247922 208.2545 15 900 1.262763 1800 80 22.5 10018.8 0.237213 213.4918 16 960 1 ..21.1.66 7 1920 60 24 10018.8 0.227615 218.5101 17 1020 1..165555 2040 80 25.5 1001.8.8 0.21.8952 223.3315 18 1080 1.:123688 2160 80 27 100182 Y 211.088 227,9746 19 1140 h 08 547 2280 so 285 5 10018.8 0.203908 232.455.1, 20 1200 1,050415 2.4100 80 30 100180 8 0,197323 236.7877 2.1. 1.260 1..01.81.22 2520 80 :ri1..5 10018.8 0.19.1257 240.9835 22 1 320 0.988256 2640 80 33 10018,8 0.05646 245.0533 23 1380 0.960538 2 760 80 34.S. 1001.8.8 0.180439 249.006+3 24 1440 0.934727 2880 80 36 10018..8 0.1.75591 252.8509 25 1500 0.910623 3000 80 37.5 100180 8 0271063 256.5942 26 1..560 0.88805 3120 80 39 1.0018.8 0.1.66822 260.2428 21 1620 0.:866857 3240 80 4.0.y 10018.8 0.162841 263.8003 28 1680 0.846913 .3360 80 42 10018.8 0.159095 267.2793 29 1.740 0.828105 3480 80 43.55 1.001€3..8 0.15%62 2 70.6772 30 1800 0,.810 331. 3600 80 4.5 1001.8.8 0.1522.23 274.0009 31. 1.860 0.793503 3720 80 4.6.5 10018.8 0,149962 277.2S45 32 1920 0371543•771543 3840 `so 48 1001.8.8 0.146063 280.441.6 <- 80 49.5 10018.8 0.143215 283 0655 33 1.9�30 0.7Ea2...1z;3 .�9.::�C) 34 2040 0.747952 4080 80 51. 10018.8 0.140505 286.6294 35 2100 0.734204 4200 80 52.5 10018.8 0.13792' 289.6362 36 2160 0321085 721.085i 4320 80 54 10018.8 0.135458 292,a885 37 2220 0.708551. 4440 80 55.5 10018.8 0.133103 295.4868 38 2280 0.69656 4560 80 57 1.0018.8 0.130851 298.3393 39 2340 0.685076 4680 80 58.5 10018,8 0.128693 301..1422 40 2400 0.674065 4800 80 60 10018.8 0.126625 303.8995 1 41 2460 0.663496 4920 80 61.5 1001.8.8 0.124639 306.613 1 42 2520 0.6 53342 5040 80 63 10018.8 0.122732 309.2845 43 2580 0.643577 5160 so 64.5 10018.8 0.12 0897 31.1..9155 44 2640 0.634177 5280 80 66 100180€3 0.119132 314.5077 45 2700 0.6251.21 5400 B0 67.5 10018.B 0.117431 .317.0625 46 2760 0.616369 5520 s0 69 10018.£3 0.11579 319.SB12 47 2820 0.607964 : 5640 s0 70.5 10018.8 0.114207 322.0651 48 2880 0.599827 5760 80 72 100180€3 0.112679 324.51S3 49 2 940 0.591963 5880 80 73.5 10018.8 0.111202 326.9332 50 3000 0.584358 . 6000 80 75 10018.8 0.109773 329.3196 51. 3060 0.516999 6120 so 76.5 10018.8 0.1.0B3911 331.6757 52 3120 0.569873 6240 80 78 10018.8 0.107050 334.0024 53 3180 0.562968 6360 BO 790`:i 1.001€2,£3 0.1.0 5755 336.3006 54 3240 0.556273 6480 s0 81 1.0018.8 0.104497 338.5713 55 3.300 0.549779 6600 so 82.5 10018.8 0 R 103277 340.8152 56 3360 0.54347S 6720 80 84 10018.8 0.1.0209.3 34.3.0331 57 3420 0.537354 6840 so 85.5 1.0018.8 0.10094.3 345.2259 S6 3480 0.531406 6960 so 87 10018.€3 0.099826 347.3941 59 3540 0.525624 7080 £30 88.5 10018.8 0.09874 349.5 386 60 3600 0.52 7200 80 90 10018.8 0.097683 351..6599 PEAK 61. .3660 0.:514528 _40 0 -0.5 0 0 0 Valley Commons Storm Drainage Hydraulic Analysis BY:EV/JU 7--28-94 Basin # 1,.5 Basin DeGc;ril_OT #2 WEST SYSTEM B Basin Area(s203%.08 Basin Area(acres) 0.40,,3 Overland ibis 120 Rj-inoff CDuff 0,81.. Slope 0.83 intensity(i..n 0.7 V'eloc.;ity(ft/ 1.9 Time Time Intensit.yO.D. O.D. 7imeArea, Area Flow (Q) Volume (min) (sec) (in/hr) Current(ftAc::tual(ft) MultiplierAcJtual (efs) (of) 0 0 0 0 0 0 0 0 0 1 60 7.145295 11.4 11.4 0.7?5 1936& 776 2.,S94.6S 155.679 2 1.20 4.585223 223 120 1.9 20386.08 1 .752653 2100184 3184 3 180 3.537224 342 120 2.85 20386.08 1...52065 24 3.371,'' 4 240 2.9424 456 120 3.8 '.0 386.08 1.1247 269.928 5 300 2.55081.7 570 120 4.7S 20.386.08 0.975022 292.5065 6 360 2.269882 684 1.20 5.7 20386.08 0.867638 511.3495 7 420 2.056636 798 120 6.65 2038&08 0.786126 330.:1731. 8 480 1.888176 912 120 7.6 20386.08 0.7217 35 346.4326 9 540 1..751076 1026 120 8.55 20386.08 0.669329 361..4379 1.0 600 1 .636892 1140 120 9.5 20 386.08 0,625684 375.4105 11 660 1.S400 ?9 1254 120 1.0.45 20386.08 0.588659 388.515 12 720 1,456613 1368 120 11.4 20386,08 0.556774 400.8775 1.3 780 1.383874 1.482 120 1.2.35 20386.08 0.52897 4.1.2.:596`,' 14 840 1.31977 1596 1.20 13.3 20386.08 0.504468 423.7527 15 900 1062763 1710 120 14 5 20 B6.08 0.482677 434.,4094, 16 960 1.21.1.667 1821, 120 1.5.2. 20386..08 0.463.146 444,6206 17 1020 .1..1655SS 1938 1.20 16..15 20386.08 0.44 52."1_ 454..:4311. 18 1080 1.12 3688 2052 52 120 17.1. 20386.08 0.42951.7 463.8788 1.9 1140 1.08547 2166 120 I&OS 20386.08 0.41.4909 4723962 20 1200 1050415 5 2280 120 19 20386.08 0,40151 4810115 21 1260 1018122 2394 120 20 1935 203B6.00 O,389166 490.349 22 1320 0388256 88256 2508 120 20,9 20386.08 0.3 7 7 75 498.6302 23 1380 0.960538 2622 120 21.85 20386.08 0.367155 506,:6738 3 1440 0,934727 2736 120 22.8 20386.03 0,357289 514,4965 25 1.500 0.910623 2850 50 120 23.75 20386.08 0.348076 522.1133 26 1560 0.88805 2964 120 24.7 20386.08 0.339447 52%5376 27 1620 0.866857 3078 120 2.a.:65 20 a86.08 0.331346 536.7813 28 1.680 0.846913 3192 120 26.6 20 386,.08 0.323723 543.8552 29 1740 0.82810S 3306 120 27.55 20386.08 0.316534 5SO.769'. 30 1800 0.8103 31 3420 120 2&5 20386.08 0.30974 5570323 31 1.860 0.793503 .3534 120 2%45 20386.08 0003308 564.1.526,> 32 1920 0.777543 364B 120 30,4 20386,08 0097207 57M3 76 33 1980 0.76238 3762 120 31.35 20386.08 0.291411 576.9941. 34 2040 0.747952 3876 120 32.3 203B6.08 0.285896 583.2286 35 2100 0.734204 3990 1.20 3305` 5 20386.08 0.280641. 589.3467 20386.08 0.27`-�627 5a9'5.354 ,��, 2160 0.7210€3a ='i10.3 120 34.2 �. 37 2220 0.708551 4218 12.0 3S,15 20386.08 0,270836 601.2554. 38 2280 0.696% 4332. 120 36.1 20386.08 0.266252 607.0556 39 2340 0.685076 4446 120 37.05 20386.08 0.261863 61..2.7589 40 2400 0.674065 4560 1.20 38 20386.08 0.257654 618.3694 Al WAIn n A AKAPA AA"4 120 38.95 20386 08 0.253614 a614 623.89U 3 42 2520 0.653342 4/88 1-20 39.9 20386.08 0.2497 33 629.:3267 43 2 580 0.643577 4902 120 40.85 20 386.08 0.246 634.6803 44 2640 0.634177 5016 120 41.8 20386.08 0.242407 639,9549 45 2700 0.625121, 5130 120 42.75 20386.08 0.238946 645.1.533 46 2760 0.616 389 5 244 120 43.7 20386.08 0.2 35608 650..2 82 47 2820 0.607964 5358 120 44.65 20386.08 0.232387 655.Wel, 48 2380 O.599827 5472 120 45.6 20386.08 0.229277 660.3182 49 2940 0.591963 5586 120 46.55 20386.08 0.226271 665.2379 50 3000 0.584358 5700 120 47.5 20386.08 0.223365 670F0938 51. 3060 0.576999 5814 120 4�3.45 20386.08 0..220552 674,,:8879 52 3120 0.5699,73 5928 1.20 49.4 20386.08 0.217828 679.6223 53 3180 0.562968 604.2 120 50.35 20386.08 0.2151€ 8 684.2987 54 3240 0.5562.73 61.56 120 51.3 20366.08 0.l1 629 688.919 5 3300 0.549//9 6270 1.20 52.25 20386,08 0.210147 69 3.484 :3 56 3360 0.543475 6384 120 53.2 20386.08 0.207737 697.9978 57 ,3420 0.537354 64`-')3 120 54.15 20386.08 0.205398 702. 4596 58 3,480 0.5.31.406 6612 120 55.1 20386.08 O.203124 706.8715 59 3540 0.52S624 6726 120 56.05 20386.08 0.200914 -711.23`:i 60 3600 0:.52 6840 1.20 57 20386,08 0.198764 '715.5514- FREAK 61 3660 0.514528 6 6 0.05 101.9.304 0.009834 35.:9911, 62 3720 0.509201. --10�3 0 -0.9 0 0 0 VALLEY COMMONS BUSINESS PAF�K STORM WATER HYDRAULIC ANALYSIS DES1.Cf`fED BY:E PV/JAU 8-31--94 Catchment # 16 Catchment Location Description LOT 41 EAST SYSTEM 8 Catchment Are;a(sf) 1.6727.04 Catchment Area(acres) overl.and Di.stance(ft) 120 Runoff Coefficient 0..81. intsnsity(i.n/hr) 0.7 Veloci.ty(ft/s) 2 Time Time Intensity O,U. 0,1), TimeArea Area Ac;t.ual. flow (Q) Volume (min) (sec) (i.n/hr) Current(ft)Actual(ft) Multiplier (s ) (cf.'-) (c f) 1 60 7.14,5295 120 null 1 16727.04 2.240993 134.<-459( 2 120 4.585228 240 1.20 2 16727,04 1 ,438074 172..`_6 9 3 1.80 3.537224 360 120 3 16727.04 1.109387 1.99.6896 4 240 2.9424 480 120 4 1.6727.04 {)%922831. 221,.1794 5 300 2050817 600 120 5 16727.04 0.800018 240.0054 6 360 2.269882 720 .120 6 16727.04. 0.711.908 256.2866 7 420 2.056636 840 1.20 7 16727.04 0.645027 270.9113 8 480 1.888176 960 120 8 16727.04 0.59219.3 284.2524 9 540 1.751076 .1080 120 9 .1.6727.04 0.549193 296.5644 10 600 1.6 36892 1200 1.20 10 16727.04 0.51.3382 308.0291 11 660 1.540029 1320 .1.20 1.1. 16727.04 0.483002 318.7815 12 720 .1.45661.3 1440 120 12 1.6727.04 0.45684 328.9251 13 780 1..383874 .1.560 120 13 1.672.7.04. 0.434027 338.541..1. 14 840 1.31977 1680 120 1.4 16727.04 0.413922 34.6945 15 900 1.262763 1800 1.20 15 16727.04 0.396043 356.4385 1.6 960 1.21.1667 1920 1.20 16 167.7.04 0080018 364.8169 17 1020 1 I65555 2040 120 17 16727.01' 0.365555 372.8665 18 1080 1112:�6i=8 2160 1.20 1U 1.6727.04 0.352425 380.6185 19 1140 1.08547 2280 1.20 19 1.672 7.04 C).340438 388.0995 20 1200 1.050415 2400 12.0 20 16727,04 0,329444 395.352.5 21 1260 /1018122 2520 .1.20 21. 1672704 0.:31931.6 402.3377 22 1320 0.988256 2640 120 22 1..6727.04 0.309949 409.1325 23 1380 0.960538 7 i 60 120 23 16 727.04 0.3012 5i5 415.7323 244 1.440 0.934727 2880 120 24 16727.04 0.29316 4422.151 25 1.500 0.910623 3000 120 25 16 727.04 0.2356 428.4007 26 1.560 0.86305 3120 1.20 26 16727.04 0.278521 434,4924 27 1620 0.866857 3240 120 27 16 727.04 0.271,874 440.4359 8 1680 0.846913 3.360 120 28 16727.04 0.26S619 446,2402 29 1.740 0.828105 3480 120 29 1672.7.04 0.25972 4513132 30 1000 0.010331 3600 120 30 16727.04 t). '_54146 4S7.4624 31. 1860 0.793503 3720 120 31 16727.04 0.248868 4620944. 8944. 32 1920 0.777543 3840 120 32 16727.04 0.243862 468.2155 33 1980 0;762 38 3960 120 33 1.6727.04 0.239107 473.4311., 34. 2040 0.747952 4080 1.20 34 16727.04 0.234582 478.5465 35 2100 0.7342 04 4200 120 :.35 16727.04 0.23027 483.56 66 36 2160 0.721.085 4320 120 36 16727.04 0.226155 488.4956 37 2220 0.708551 4440 120 37 16727.04 0.222224 493.3378 38 2280 0.69656 4560 1.20 38 16727.04 0.218464 498.0969 39 2340 0.685076 4680 120 39 16727.04 0.214862 502.:7766 40 2400 0&74065 4800 120 40 16727.04 0.2..11z'408 507.38 S Al '']il4n n 44 Aca4 AQ,-n 1?n 41 16727.04 0.208094 511.9104. 42 252.0 0.65334' 5040 120 42 1672 7.04. 0.204909 5 J.6.3706 43 2580 0.643577 5160 120 43 16727.04 0..2011846 520.763 3 44 2640 0..634177 5280 1.20 44 16727.04 0.198898 525.0912 45 2700 0.625121 5400 1.20 45 16727.04 0.196058 529.35615 46 2760 0.616389 5520 120 46 1.672 7.04 0.193319 5 33._i61.6 47 2820 0.607964 5640 1.20 47 1672 7.04 0.190677 5 57.70'36 48 2880 0.599827 5760 1.20 48 16727.04- 0.18 8125 541.7995 49 2940 0.59196,3 5880 120 49 16727.04 0.185659 545.836<? 50 000 0.584358 6000 120 50 16727.04 0.1.83274 549.8205 51. 3060 0.576999 6999 6120 120 51 16 72 7.04 0.1.8096S 553. 754 ? 52 31.20 0„5698 7S 6240 120 52 16727.04 0.1787,E 557.6388 53 3180 0®56296�3 6360 120 53 16727.04 0.176565 561,4758 8 54 3240 0.556273 6480 120 54. 1672 7.04 0.1.744 65 565.2668 55 3300 0.549779 6600 120 55 1672 7.04 0.172428 569.0132 56 3360 O,543475 6720 120 56 16727.04 0.170451 572.7162 57 34�20 0.5 7354 6840 1.20 57 16 72 7.04 0.16SS31 576.3771 771. 58 5480 0.531406 6960 120 58 16727 n 04 0.1.66666 579.9971 >``'i 3540 0.525624 7080 1,20 59 16727.04 0.1.64852 58 5.5774, 60 3600 0.52 7200 120 60 16727.04 0..163089 587.1191 PEAK 61 3660 0.514528 0 0 0 0 0 0 SZ VALLEY COMMOI,,IS BUSINESS-PARK STORM WATER HYDRAULIC DESIGNED BY:EP'V/JAU 8V.31..-94 Catchment # 17 Catchment Location Description LOOT I WEST C F ERG SYSTEM 8 -< Catchment Area(acre ) 0.,4766 Catchment r�re�a,(sf) 2C)760.��}�.> overland D ista,nce(ft j 1.65 Runoff Coefficient i..cient O J7 Slope I Intensity(i..n/hr) 0.7 Ve locity(ft/s) 2. Time Time Intensity C).U, O.U, TimeArea Area Actual Flow (Q) Volume (min) (:-e:c.:) (in/hr) Current(ft)Ac.tual(ft) Multiplier (sf) (cfs) (c,f) 0 0 0 0 0 0 00 0 1 60 7.145295 120 120 033 15098 Z88 1.922943 1.1 5.3766 2 .120 4.585228 240 1.65 1.45 20760.696 .1,696719 2.03.6062 3 180 3.537224• .360 165 2.18 20760.696 1.308915 23S.6047 4 240 2.9424 480 165 2.91 20760.696 1.088806 261..31.35 5 300 2.550817 600 165 3.64 20760.696 0.943905 283.1715 6 360 2„269882 720 165 4.36 20760.696 0.839948 302.381.2 7 420 2.056636 840 165 5.09 20760.696 0.761038 319.6359 9 480 1.,888176 960 165 5..82 20760.696 0.698701 335.3765 9 540 .1..751076 1.080 165 6.55 20760.696 0.647968 349.9029 10 600 1,636892 1200 1.65 7,27 20760.696 0.605716 36,3.4296 11 660 1.540029 1320 165 3.00 20760..696 0.569873 376.1159 1.2 720 1,456613 1440 1.65 8.73 20760.696 0.539005 388.0838 1.3 780 1.383874 1560 1.65 9.4S 10760.696 0.:...'12089 399.4293 14 840 1..31977 1600 16S 10.18 .20760.696 0.4 88368 410.229 1.5 900 1.262763 1800 165 10.9.1. 20760.:696 0.467273 420.545F> 16 960 1211667 1920 165 11.64 20760.6 96 0,448366 430.4309 17 1020 1..16 5555) 2040 1.65 12.36 20760.696 0.4-31.,302 439 928 3 18 1060 1.123688 2160 165 1.3.09 20760.696 0.41.581. 449.0745 19 _1140 1..06S47 2280 165 1302 20760.696 0.401668 457..901 20 1200 1.050415 2400 165 1405 20 I60.696 0.388696 466.4 i49 2.1. 1.260 1018122 2S20 1.65 1507 27 20760.696 0.376746 474.7 22 1320 0.9882S6 264.0 165 1&00 20760.696 0.365695 482.716(: 23 1380 0.9603 58 2760 165 16.73 20760,696 0„a55437 490.5037 24 1440 0.9 34727 2880 1.65 17,45 20760 696 0,.345887 498.0 768 25 1500 0.910623 3000 165 .1.8.18 20760.696 0.336967 505.4506 6 1560 0.88805 3120 165 18.91. 20760.696 0.328614 512,6 379 27 1.620 0.866857 3240 165 19.64 20760.696 0.320772 519.6504• 28 1680 0..846913 3360 165 2036 20760.696 0.313392 526,4985 29 1740 0.82810.5 3480 165 21.09 20760.696 0.306432 533.:1.919 30 1800 0,810 331 3600 165 21.82 20760.696 0.299855 539.7392 31. 1860 0.793503 3720 165 '22.55 20760.696 0.29 3628 546.108K 32 1920 0.777543 3840 165 23.27 20760.696 0..287722 552,4262 33 1980 0.76238 3960 1.65 24.00 20760.696 0.28211.1 558.5799 34 2040 0.747952 4000 16S 24.73 20760.696 0.276772 564,6154 35 2100 0334204 4200 165 25.45 20760.696 0,271685 570.5383 3 36 2160 0.721085 4320 .1.65 26.18 20760.696 0.26683 576.3538 37 2220 0.708551 4440 165 26.91. 20760.696 0.262192 582.0669 38 2280 0.69656 4560 165 27.64 20760.696 0.257755 587.682 39 2340 0.685076 4680 165 28.36 20760.696 0.2a 3506 59 3.2 0.33 Tr 40 2400 0.674065 4800 165 29.09 20760.696 0.249431. 598.6347 Al Qs 4n n AA AQA dPTO 165 29.82 20760,696 0.24552 6030799 9799 . 42 2520O �� 5� 165 �.� ��'(� O.�1�� ��'2� ^ 5160 1�5 �l �7 2076O 696 O 238149 614 4251 43 258O O 6�3�77 . . . , ^ - 165 Z�� 234671 619.5313�] ' `2076O 696 O 44 264O O'634177 ���U - ' ' 45 2700 V625121 3400 165 32.73 20760.696 0.23132 624.5638 ' 46 2760 0.616389 5520 165 33.45 20760.696 0.228089 629'5252 ' 47 2820 0.607964 '6O 64 5640 165 34,18 20760.696 0.224971 634.418 48 2880 O' ' 0.599827 5760 165 34.91 20760.696 0.22196 639.2447 49 2940 0'^59-''-63 5880 165 35.64 20760'696 T21905 644.0074 584J58 ' ' ' ' 5� 3O�O 0 6000 165 �� 36 2O76O 696 0 216�36 64B 7083 51 3060 D^S76999 6120 165 37,09 20760.696 O.213513 653.3495 52 3120 0'569873 6240 165 37.82 20760.696 0'210876 657'9327 53 3180 0''562968 6360 165 38.65 2076O'696 0.208321 662.4599 648O 1�� �7 2O76O 696 O 2O584� 66� 9327 �4 �24O O 556273 ��. . ' ~ 55 3300 0^549 79 �600 165 40,00 2O76�.696 0.20344 671-3529 56 3360 O'543'75 672� 165 40. 20760.696 0'201108 67S.721q 57 3420 O^537 54 6840 165 41,45 20760'696 0.198842 680.04122 58 3480 O'531-O6 6960 165 42'18 20760'696 0.196641 684.3123 59 3540 0^5�� '2� 7080 165 42.91 20760.696 0'194502 688'5366 ' ~ 72�O 16S 4� 64 ��76O 6�6 U 19�4�1 692 7152 PEAK 6D 360� D'5� , ^ ' ' 61 3660 0014528 45 45 0.27 5662-008 M51926 190&499 62 3720 0.509201 -75 O -0.45 O 0 0 VALLEY COMMONS SU S1P IESS f-iARK STORM WATER HYDRAULIC ANALYSIS DESIGNED BY:EPV/JAU 9•-1__94 Catchment 1; 1 Catchment Location Description NORI'H FRINGE AREA SYSTEM B Catchment Area(sf) 8066&764 Catchment Area(acres) 1 .8519 Overland Distance(Q) 600 Runoff Coefficient 0„2 Slope 0.5 Intens•ity(;i..n/hr) 0.7 Vel.pc,ity(ft/s) 1.75 Time Time Intensity YD. O.D. Ti.meArea Area Factual Flow (0) Volume (min) (sec) (i_n/hr) Current(ft)Actual(ft) Multiplier Of) (cfs) Of) 0 0 0 0 0 0 0 0 0 1. 60 7.145295 105 105 Y1.8 1411.7,0337 0.466992 28.01955 2. 12.0 4.585228 21.0 210 0,35 28234.0674 0.S9935 71.92202 3 180 3.537224 315 315 003 42351..1011. 0.69 3543 120 837 8 4 240 2.9424 420 420 0.70 56468.1..48 0,769222 184.6132 5 300 2.550817 525 525 0.B8 70585-1..685 0.833564 250.0693 3 6 360 2.2 69882 630 600 1.05 80668,764 0 247 725 305.1€31. 7 420 2.056636 735 600 1.23 80668.764 0.768085 322.5955 £i 430 1.888176 840 600 1.,40 80668,764 0.705171 338.481.9 9 540 1.751076 945 600 1,58 80668.764 0.653968 35 3.1428 1.0 600 1.636892 1.050 600 1.75 80668.764 0.611 324 366.7947 11. 660 1.540029 1155 600 1.93 8066 .764 0.575149 379.`i964, 12 720 1.456613 1260 600 2.10 80668.764 0.54 3996 391.,6772 13 780 h 383574 1365 600 2.28 80668.764 0.51683 40&12 77 14 840 1.31977 1470 600 2,45 80668.764 0<49289 414.0275 15 900 1.262763 1575 600 2.6.:3 80668.764 0.4716 4 24.4396 16 960 1.211667 1680 600 200 80668.764 O,452517 434.4164 r4 1.7 1020 1.1.65555 1785 600 238 98 80668.764 Y 435296 <:44 4.001.7 18 10�30 1.123683 1890 600 3.15 80668.764 0.41966 453.2326 19 1140 1.08547 1993 600 3.33 3 8066& 7 6<-4 0=5 8 7 462.1408 >' 1.050415 r 0 3.`50 �1066�3 16'4 0.392295 470.75.38 ?��) 1,_-.t)0 L 1..?�J 6CJ� 2 L 1260 1.018122 2205 600 •:. ,68 80668.764 0..:`80234 <.479.09`,1, 22 1320 0.988256 2310 (Ji,"'.iI J 3.85 S0668, 7 64 0, 6 70 i1 48/ ,.1_ 565 c i' ci ., 5 6r00 4,.(.3 £ 0668. 7 64 0.358729 495,t�)��.54 .3 1.3,_30 .). ?6�J.�3��3 241.5 24 1440 O,934727 2520 600 4.20 6066&764 0 v 349089 502.6887 25 1500 0 0106 23 2625 600 K `8 80668.764 0.340087 510.1.307 26 .1560 0.88805 2730 600 4 .55 80668.764 0.331657 S17.3845 27 1620 0.866851 2835 600 4.7:a�� 80668.764 0.323742 524.462 28 1.680 0.846913 2940 600 430 90 80668.764 0.316294 5 31 -373 6 29 1740 0.828105 3045 600 5.08 8066�.:��764 0.309269 5 38.12819 .30 1800 0.8103 31 3150 600 5.25 80664 764 O..0263Z 544. 7368 31. 1�a60 0.793503 3235 600 5,43 8066& 764 0.2963475510051 32 1920 0.777543 3360 600 5.60 8066ca..764 0.290386 557.5413 33 1980 0.7623 8 <1.6 J 600 5.78 80668. 764 0084723 563.752 34 2040 0.747952 3570 600 5.95 80668.764 0.279335 569.84:33 3.5 2100 0.734204 3675 600 6.13 80668.764 0074201 575.B211. 36 2160 0.72.1085 3780 600 630 30 806r 8.764 0.269301 581.6905 37 2220 0.708551 3885 600 6.48 80668. 764 0.26462 587.4564 38 2280 0.69656 3990 600 6.65 80668.764 0,260142 593,1235 39 2340 0.685076 4095 600 6.83 80668.764 0.255B53 598.6959 40 2400 0.674065 4200 600 7.00 80668.764 0.2.5.1.741 604.1.776 to 41 2460 0.66 3496 4305 600 7.18 80668.764 0.247794 609..'5723 - --- 42 2520 0.653342 4410- 600 7.35 80668'764 0'244001 614'8834 43 2580 0.643577 4515 600 7.53 8066E .764 0'240354 620'1142 44 2640 0'6341?7 4620 600 7'70 ' 40668'764 0.236844 625.2677 45 2700 0.625121 4725 600 7'88 80668.764 0'233462 630-3468 46 2760 0.616389 480, 600 8.05 80668'764 0'230201 635.3541 47 2820 0'607964 493Y 600 8.23 80668'764 0.227054 6400923 48 2880 O.599827 5040 600 8'40 80668'764 0'224015 645'1637 49 2940 0'591963 5140 600 8.58 80668.764 0.221078 649,9705 SO 3000 0.584358 5250 600 8.75 80668.764 0'218238 654.7149 ' 51 3060 0'576999 5355 600 8'93 80668'764 0.21549 65?'399 52 3120 0_569073 5460 600 9'10 80668'764 0.212828 664.0247 53 3180 0.562968 SS65 600 9'28 80668.764 0'2l025 668'5938 54 3240 M'556273 5670 600 9.45 80668-764 0.207749 60.108l 55 3300 0'549779 S775 600 9.63 80668'764 0'205324 6770691 56 3360 0'543475 5880 600 9'80 80668'764 0.20297 681.9786 57 3420 0'537354 5985 600 9.98 80668.7W 0.200684 686.3379 58 3480 0-531406 6090 600 10.15 80668.764 0.198462 690.6486 59 3S40 0.525624 6195 600 10.33 80668'764 0.196303 694'9119 60 3600 O'52 6300 600 10'50 80668.764 0.194203 699.1293 PEAK 61 3660 0'514528 495 495 0.83 66551.7303 0.158531 580'2241 62 3720 0.509201 390 390 0.65 52434.6966 0.12361 459.8301 63 3780 0.504014 285 285 0'48 38317.6629 0'08941 337.9709 64 3840 0.498959 180 ISO 0.30 24200'6292 O.065903 214.6689 65 3900 0'494033 75 75 O.13 10083.5955 0.023063 89.946 66 3960 0.489229 -30 0 -005 0 O O � ='~ . . VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED 8Y:EPV/JAU ' 9-1-94 Catchment 4 23 Catchment Location Description N/MZD VALLEY COMMONS DR. SYSTEM 8 Catchment Area(sf) 17206.2 Catchment Area(mores) 0.395 Overland Dietsulma(ft) 250 ' Runoff Coefficient 0.88 Slope 1.16 Intensity(In/hr) 0.7 Velooity(ft/s) 2'1. Time Time Intensity O.D. 0'D. TimeArea Area Actual Flow (Q) Volume (min) (sec) (�n/hr` Current(ft)Aotual(ft) Multiplier (sf) (ofs) (cf) ' ' ' ' ' � � O O O 0 0 D 0 1 60 7.145295 126 126 0'50 8671.9248 1'262219 75'73312 2 120 4'585228 252 250 1.01 17206.2 l.607107 192'8529 3 180 3.537224 378 250 1.51 17206'2 1.239785 223'1613 4 240 2.9424 504 250 2.02 17206.2 1.031301 247.5124 5 300 2.550817 630 250 2.52 17206.2 0.894053 268'2159 6 360 2'269882 756 250 3.02 17206.2 0.795586 286.411 7 420 2.056636 882 250 3'53 17206.2 0'720B44 302.7545 8 480 1.888176 1008 250 4.03 17206.2 0'6618 317.6638 9 540 1.751076 1134 250 4.54 17206.2 0'613746 331.423 10 600 1.636892 1260 250 5.04 17206.2 0'573725 344.2352 11 660 1.540029 1386 250 S'54 . 17206.2 0'539775 356,2515 12 720 1.456613 1512 250 6'05 17206.2 0.51OS38 367'5873 13 780 1.383874 1638 250 6.55 17206.2 0.485043 378'3336 14 840 1.51977 1764 25O 706 17206.2 0.462575 388.5629 15 900 1'262763 1890 250 7.56 172060 0.442594 398'3347 16 960 1.211667 2016 250 8.06 17206.2 0.424685 407.6979 17 1020 1.165655 2142 250 8'57 17206'2 0'408523 416.6937 18 1080 1 '123688 2268 250 9'07 172060 0.393849 425'3568 � 19 1140 1'08547 2394 250 9'58 17206.2 0.380454 433'7171 20 1200 1.050415 2520 250 10'08 1720&2 0.368167 4413004 2l 1260 1'018122 2646 250 1O.S8 17206'2 0'356848 449'6289 22 1320 0,988256 2772 250 11.09 17206'2 0.346381 457.2223 23 1380 0'960538 2898 250 11.59 17206.2 0'336665 464.598 24 1440 0.934727 3024 250 12-10 17206'2 0-327619 471'7711 25 1500 0'910623 3150 2S0 12'60 17206.2 - 0'31917 478'7554 26 1560 0.88805 3276 250 13.10 17206'2 0.311258 485.5631 | 27 1620 0.866857 3402 250 13'61 17206'2 0.30383 49=052 28 1680 0046913 3528 250 14.11 17206'2 0.29684 498'6917 29 1740 0'828105 3654 250 14.62 17206'2 0'290248 505&316 30 1800 0'810331 3780 250 15.12 17206.2 0.284018 511'2331 31 1860 0.793503 3906 250 15'62 17206'2 0,27812 517'3036 32 1920 0.777543 4032 250 16'13 17206.2 O.272526 523'25 33 1980 0.76238 4158 250 16.63 17206.2 0'267211 529'0787 34 2040 0.747%2 4284 250 17.14 17206.2 0.262155 534.7954 35 2100 0,734204 4410 250 17'64 17208.2 0057336 540.4055 36 2160 0'721085 4536 250 18.14 17206.2 0.252738 545.9139 37 2220 0.708551 4662 250 18'65 17206.2 0'248345 551'3253 JG 2280 0'69656 4788 250 19'15 17206.2 0.244142 556.6438 39 2340 0.685076 4914 250 19.66 17206'2 0.240117 561.8735 40 2400 0674065 5040 250 20'16 17206'2 0'236258 567.018 Al n^Io o 147^o4 PIAK 94n 70 AA 17206'2 0'232553 572-0809 42 2520 0.65.E342 5292 250 21.17 17206.2 0.228994 577.0654 43 25 0 0.64.3577 541.8 250 21.67 17206.2 0.225571 581..9745 44, 264.0 0.634177 5544 250 22..18 17206.2 0.2222 77 SB6.811 45 2700 0.625121. 5670 250 22.68 17206.2 0.219103 591.5777 46 2760 0 616389 5796 250 2:i.1.8 17206.2:0..2.16042 596.2 771 47 2820 0.607964 592.2 250 2.3.69 17206..2 0.213089 600.9.115 48 .2880 0.599827 6048 250 24.1.9 17206.2 0.210237 605.4832 ,1,9 2940 0.Si91963 6174 250 24.70 1.7206n2 0.207481 609.9944 50 3000 0.584358 6300 250 25.20 17206.2 0.204B16 61.4.44.71 51. 3060 0.576999 6426 250 25.70 17206.2 0.202236 618.8431. 52 3120 0.569873 6552 250 26.21. 17206.2 0.199739 623..1843 53 3180 0.562966 6678 250 26.71 17206.2 0.197318 627.4724 54 3240 0.556273 6804 250 27.22 17206.2 0..194972 631..709 5 3300 0.5497796930 "ISO 27.72 17206.2 0.192696 635..s95 7 56 3360 0.543475 7056 250 23.22 17206,2 0.190486 640.0339 57 3420 0.537354 7182 250 28.73 17.-06.2 0.188341 644.1.25.1 58 3480 0.531406 7 308 250 29.23 17206.2 0.I B6256 648. 1707 59 3540 0.525624 '7434 250 29.74 1.7206.2 0.1£34229 652.1718 60 3600 0.52 7560 250 30.24 1.7206.2 0.182258 656.1298 PEAK 6.1. 3660 0.51 4528 124 124 0.50 6534.2752 0.OB9419 327.3827 7.3827 62 3720 0.509201 -2 0 -"0.01 0 0 0 vZ VALLEY COMMONS BUSINESS PAPY,, STORM WATER HYDRAULIC ANALYSIS DESIGNED BY:EPV/:JAU 9_..1.-94 Catchment 4i 24 Catchment Location Description S/W VALLEY COMMONS DR. SYSTEM B catchment Area,(sf) 4704.46 Catchment Area(acres) 0.1c:)'r.3 Overland DistancE (ft) 260 Runoff Coefficient 0.88 Slope;=•"1 �� 0.55 ,•.r ;I:ntensity(in/hr) 0.:7 Velocity(ft/s) 1..75 Time Time Intensity O.D. O.D. TimeArea Area. Actual. Flow Q Volume (min) (sec) (i.n/hr) C,urrent(ft:)Actual(it) Multiplier (sf) (cfs) (cf) 0 0 0 0 0 0 0 0 0 1. 60 7.145295 105 105 0.40 1.899.8861.5.38 0.276533 1.6.59197 120 4.5852.28 210 210 0.81. 3799.7723077 0.354909 42.5891.2.. 3 180 3.537224 315 260 1.21 470-'1•.48 0.338979 61 -01..6 .'.6 4 240 2.9424 420 260 1.62 4704.48 0.281976 67.67426 5 300 2.550817 525 260 2.02 4704•.48 0.2444.5 73.33497 6 360 2.269882 630 260 2,42 4704.48 0.2175 27 78.30985 7 420 2.056636 735 260 2.83 4704.48 0.1.9 7092 82.77844 8 480 1.088176 840 260 3123 4704.48 0,180948 86.8549 9 S40 1.751076 945 260 3.63 4704.48 0.167809 90.61691. 10 600 1.636892 1050 260 4..04 4704.48 0.156867 94.12001. 1.1 660 1.540029 11.55 260 4.44 4704.48 0.14 7584 97.40 aw'46 1.2 72{) 1.456613 1.260 260 4.85 4704.48 0.13959 1.00.5049 1.3 780 1.383874 1365 260 5.25 4704.48 0.13261.9 103.41.431 14 840 1.31977 1470 260 5.65 4704.48 0 J26476 106.24 15 900 1 .262763 1575 260 6.06 4704.48 0.121013 1.0�3.9118 16 960 1.211667 1680 260 6.46 4704.48 0.116116 111.4718 17 1020 I J65555 1735 260 6.87 4704.48 0.111.697 11.3.9314, 18 .1080 1•:123688 1.890 260 7.27 4704.48 0.1.076 85 11.6.3001 19 1.140 108547 8 547 1995 260 7.67 4704.4.8 0.1.04023 118.566 20 1200 1.050415 2100 260 8.08 470-'4..4.5 0.100663 1203961, 21 1260 1.013122 2205 260 C.3.4€,3 4704.48 0.097569 122.9365 22 1320 0.9882 56 2310 260 8.88 4704,43 0.094707 12S.0127 23 1.380 0.960538 2415 260 9.29 4704.48 0.09205 127.0293 24 14.40 0.934727 2.520 260 9.69 ' 4704-,48 0.089S77 128.9906 25 1500 0310623 91062 262S 260 10.10 4704.48 0.087267 130.9002 26 1.560 008805 - 2730 260 1000 4704.48 0.085104 132.7616 27 1620 0.866857 2835 260 10.90 4704.48 0.083073 134.5776 28 1680 0.846913 2940 260 1.1 .31 4704.48 0.0811.61 136.3512 29 1740 0.828105 3045 260 11.71 4704.48 0.079359 138.:0846 30 1800 0.810331 31.50 260 12.12 4704.48 0,077656 1.39.7802 31 1.860 0.793503 3255 260 1202 4704.48 0.076043 141.44 32 1920 0..777S43 3360 260 12.92 4704.48 0.074513 143.06 58 33 1230 0.76238 3465 260 13.33 4704.4.8 0.07306 144.6595 34 2040 0.747952 3570 260 13.73 4704.48 0.071.6 78 146.2226 ' 35 2100 0.734204 3675 260 1.4.13 4704.48 0.07036 147.7564 36 2160 0.721085 3780 260 .14.54 4704.48 0.069103 149.2625 ;.37 2220 0.70855.E 3385 260 1.4.94 4704.48 0.067902 150.7421 8 2280 0.69656 3990 260 15.35 4704.48 0.066753 152.1.963 39 2340 0.685076 4095 260 15.75 4704.48 0.065652 153.6262 40 2400 0.674065 4200 260 16.15 4704.48 0.064597 155.0328 \Ill 41 94rn n 4,305 260 16.56 4704.48 0.063584 156.4171. 42. 2520 0..653 342. 4410 260 16.96 4704,48 0.062611 157.7799 43 2560 0.643577 4515 260 17.37 4704.48 0.061.6 75 159.1221. 44 2640 0.6341.77 4620 260 17,77 4704.48 0.060774 .160.4445 45 2700 0.625121 4725 260 18.17 OWN 0.059907 1.61..7478 46 2760 0.61.6389 4830 260 1808 4704.48 0.0590 7 163.0327 47 2820 0.607964 4935 260 18.98 4704M 0.058262 1640999 2999 48 2880 0.599827 5040 260 19.38 4704.48 0.057483 165.5499 4.9 2940 0.591963 5145 260 19.79 4704.48 0.:056729 166.7833 0 3000 0.584358 5250 260 20.1.9 4704.48 0.056 1.68.0007 51 3060 0.576999 5.355 260 20.60 4704.48 0.055295 1.69.2027 52 3120 0.569873 5460 2.60 MOO 4704.48 0.054612 170.3896 z:z: 5�;� 31.80 0.56296E3 �.>...na5 260 21.40 4704.48 0.05395 171.5621 54 324.0 0.5.`_6273 5670 260 21.81 4704.48 0,053309 172,7204 55 3300 0.5497 79 5775 260 22.21. 4704.48 0.052686 173.8651 56 3 360 C).54:34 75 5880 260 22.62 4704.48 0.052082 17 4.9966 57 3420 0.53 f354 5985 260 2&02 4704.48 0.051.496 176.1152 58 3480 0.a 31406 6090 260 23.42 4704.4E1 0.050926 177.2213 59 354.0 0.525624 6195 260 23.83 4704.48 0.050372 17&= 3 60 3600 0.52 6300 260 2403 4704,48 0.049833 .179.3975 PEAK 61 3660 0.514 528 155 1.55 0.60 2604.5938462 0.029395 107.5868 6'".'. 3720 C).509201. 50 50 OW 904.70769231 0.009 hE34 34.90918 63 3760 0.504014 --55 0 --0.21 0 0 i W2 VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED BY:E:WV/,1AU 9--1.-94 Catchment. 1. 25 Ca,tc;hmcnt Location Description f1111A VALLEY COMI-IONE3 DRI. SYSTEM l C,atr:;hinent; Area,(sf) 4660.92 Cr tc tin-ient; Area(z�cres) 0.10.7 � r (_ivr:Lr;,nc� I.�):i:.�:rNanr.,.��(1`t) �_.6.J Fa..lnCrl`f Coefficient 0.88 into n r;i.ty(i_n/h r) 0.7 ve l oc:i.ty(i t./s) 2 Time Time Intensity O.D. O.D. -EimeArea Area Actual Flow (Q) Volume (min) (sec) (i-n/hr) C.,,irreni:.(rt)Ac.,tua,l(ft) Multiplier (0) Qfs) (Cf) 0 r) 0 o 0 0 0 0 0 1 60 7.145295 120 120 0.461S385 2:1_.`.51. .1.938462 0313111 :18.78667 120 4.585228 240 240 0.9231769 4102.3876923 0.401855 40.2226 180 3..`53722 4 360 260 1.3046154 4660.92 0.:3 35841 6Q.451-3' 4 2,10 2.942,1, 480 260 1.8461538 4660.92. 0079365 67.04765 5 300 2.550817 600 21�0 2.307692.3 4660.92 0.242186 72.65595 6 360 2.269882 720 260 2.7692308 466002 0.21.5513 77.58476 7 1.20 2.056636 840 260 &2307692 466032 c72 0.195267 82.01197 8 480 1.888176 960 260 3.6 923077 4660.92 0.179272 86,05069 9 540 1.751076 1080 260 4.15-'8462 4660.92 0.1662 55 89.77786 10 600 1.636092 1200 260 4 Z15:.3846 altar i0 02 0.1554.1.4 9&24652 1.1. 660 1.540029 1320 260 5.0769231 4660.92 0.1.46218 96.50356 12 720 1.456613 1440 260 5.5334615 4660,92 0 n Q829I3 99.57429 13 780 :1....S838 74 1.560 260 6 4660.92 0.13139.1. 102.4453 14 840 1.31917 1680 260 6.461..5. 85 466032 0..125305 1050563 15 900 1::262763 .1800 260 6.923U769 4660,92 0.:1.19€93 107.9033 16 960 1.211667 1920 260 7,%46154 4660.92 0..115041 110,4397 2040 •?60 � �;3i 4660.92 0.110663 .1.12.E 765 1+r 1c;i2C:) 1.165555 �. 7.�161..: 13 1080 1.123688 2.160 260 8.30769Q 466032 c%2 0.106688 115.2232 19 1140 "L .O854..7. 2280 260 K 769j'2.308 466032 0.10306 1.1.7.4`G3"79 20 1200 1.,050415 2400 260 9.2307692 4660.92 0,099731 119.6776 21 1..26() 1018122 C=3:1.2;;'. 2520 =60 9.6923077 4660.92 0.096665 121.7982 22 1320 cr.;r,;:5 6 2640 260 10.1.5 3816, 466002 0.09383 1.2 3.85i52 0.960538 Z 60 260 10.615385 4660.92 0091198 91.1`8 125.8531 24 1.440 0334727 2380 260 .1._t -.076923 466032 0.088747 127.7962 25 1500 0,910623 91062:;> 3000 260 11,538462 4660.92 0.086459 129 6882 26 1.`.=>60 008805 F 8805 3120 2r.0 12- 4660.92 0.084316 131..`323 27 1.620 0.866857 3240 260 12.461538. 4660.92 0.082303 1S3.331-5 28 1680 0.846913 360 260 12 923077 4660.92 0„08041, 135,0886 9 1740 0.82810S 5480 260 1& 384615 4660.92 0.078624 136.806 30 1800 0&10331. 3600 260 13.846154 . 4660 32 0.076937 13&4859 3.1. 1860 0.793503 +20 260 14 R30,'.a92 4660.92 0.075339 14Q.13O.a 2 1920 0.777543 3840 260 14.769231 466032 0.073824 141.7412 ..33 1980 0,76238 3960 260 15.230769 4660.92 0.072384 143.3203. 34 2040 0.747952 4 0s0 260 15.692308 466032`=,'? 0.071014 144,8686 35 21.00 0.734204 4200 260 16,.1.53346 4660.92 0.069709 146.3883 36 2160 0.721.085 4320 260 1.6.615385 4660.92 0.06€3463 147. 805 37 2220 0.708551. 4440 260 17.076923 466002 0.067273 .1.49.346.3 38 2280 0,69656 4560 260 17038462 4660.92 0 066135 .150.7871 39 2340 0 Z850 76 4680 260 is 4660.92 0.065044 152 ``2037' 40 2400 0.6 74065 4800 260 1"&4615.38 4660.92 0.063999 153.5973 X 41 ?4so 0_F663496 4920 260 1.3.9230.77 4660.92 0.062995 154.9688 42 252b 0.653342 5040 260 19.38461.5 4660.92 0.062031 156019 43 2 SO 0.643577 51.60 260 1.9.846154 4660.92 0.:061.104 1.57.6488 44 2640 0.6 34177 5280 260 20,307692 466032 0.060212 1-S8.9S89 45 2700 0.625121 5400 260 20.769 2.31. 4660.92 0.059352 160.2502 46 2760 0.616389 5520 260 21.230769 466032 0.058523 161.5232 47 2820 0.607964 564.0 260 21 S92308 466032 0.05 7723 1.62..7786 48 2880 V 599827 5 760 260 22.153846 4660.92 0.05695 164.017 49 2940 0.591.963 5680 260 22.6153B5 - 4660.92 0.056204 165.239 50 3000 0.584358 6000 260 23.076923 4660.92 Y 055482 166.4452 51 3060 0.576999 6120 260 23.538462 4660.92 0.054.783 1.67.636 52 3120 0.569873 6240 260 24 466002 0.0541.06 168.81.19 53 3180 0.562968 6360 260 24.4.61538 4660.92 0.053451 169.9'7:35 54 3240 0.5562.7 3 6480 260 24.923077 466032 0,0 5 815 171.1212 55 3300 0.54979 6600 260 25.384615 4660.92 0.052199 172.2553 56 3360 W 54.3 4.75 6720 260 25 046154 4660.92 0.0516 173.3763 5.7 3420 0.537354 6840 260 26.307692 4660.92 0,05101.9 174.4645 50 34so V 531406 6960 260 26.769231 4660.92 0.0504.54 .1.75 M04 59 3540 0.525624 7080 260 27.230769 4660.92 0,049905 176.664.3 60 3600 0.52 7200 260 2"?>692308 4.66T 92 0,049371 17 7.7364 PEAK 61. 3660 0.514528 140 140 0.5384615 2509.7261.53€3 0.026305 96.2754.1. 62 3720 0.509201 20 20 0.0769231. 358.53230769 0.003719 13..8 3438 63 37BO V 504.014 --100 0 -0.384615 0 0 - 0 Xz VALLEY COMMONS BUSINESS PARK STORM WATER HYDRAULIC ANALYSIS DESIGNED BY:EPV/JAU 9-1-94 Storm Water Detention Volumes Sum of Volumes from System B Vol(cf)Vol(cf)Vol(cf) Vol(cf)Vol(cf)Vol(cf)Vol(cf)Vol(cf)VoI(cf)Vol(cf)Vol(cf.)Vol(cf)Vol(cf)Vol(cf)Vol(cf)Vol(cf)SU14 OF MinutBas#5 Bas06 Bas#7 Bas98 Bas#9 Bas#2 Bas#12 Bas#13 Bas#14 Basp15 Bas#16 Bas#17 Bas#18 Bas#23 Bas#24 Bas#25 VOLUME(CF) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2.2255 0 0 0 0 0 0 28.02 0 0 0 30.2450555 2 0 0 0 0 0 8,902 0 0 0 0 0 0 71,922 0 0 0 80.8240598 3 0 0 0 0 0 16.691 0 0 0 0 0 115.38 124.84 0 0 0 256,90565 4 0 0 0 0 178.91 22,255 0 145.31 80,536 0 134.46 203.61 184.61 0 0 0 949.698235 5 97.39 179.49 114.177 146.1 440.11 27,819 138.31 186.5 103.36 155.68 172,57 235.6 250.07 75,733 16.592 18,787 2247.17808 6 249,99 460,73 293,074 375.01 509.28 33.383 177.51 215.81 119.61 210,32 199.69 261.31 305.18 192.85 42.589 48.223 3410.88492 7 421.86 666.42 339.133 433.94 564.85 38,946 205.41 239.36 132,66 243.37 221.48 283.17 322.6 223.16 61.016 60.451 4113.18904 8 461,B9 739.13 376,139 481.3 612.1 44.51 227.92 259.38 143,75 269.93 240.01 302,38 338.48 247,51 67.674 67.048 4502.81827 9 507.03 800.96 407.602 521.55 653.62 50.074 246.88 276.98 153.51 292.51 256.29 319.64 353.14 268.22 73,335 72.656 4839.76966 10 541.42 855.29 435.252 556.94 690.92 55.638 263.63 292.78 162.26 312.35 270.91 335.38 366.79 286,41 78.31 77.585 5139.56575 11 572.32 904.1 460.089 588.72 724.94 61.202 278.67 307.2 170.26 330.17 284.25 349.9 379.E 302.75 82.778 82,012 5411,41917 12 600.5 948.62 482.747 617.71 756.34 66.765 292.4 320.51 177.63 346.43 296,56 363.43 391.68 317.66 86.855 86.051 5661,31923 13 626.51 989.71 503.656 644.46 785.58 72.329 305,06 332.9 184.5 361.44 308.03 376,12 403.13 331.42 90.617 89.778 5893.41341 14 650.73 1028 523.127 669,38 813 77.893 316.85 344.52 190.94 375.41 318.78 388.08 414.03 344.24 94.12 93.249 6110.71068 15 673.44 1063.9 541.387 692.74 838.87 83,457 327.91 355.48 197.01 388.51 328.93 399.43 424.44 356.25 97,405 96.504 6315.47369 16 694.87 1097.7 558.614 714.79 863.4 89,02 338.35 365.87 202.77 400.88 338.54 410.23 434.42. 367.59 100.5 99.574 6509.45307 17 715.19 1129.8 574,945 735,68 886.74 94.584 348.24 375.76 208.25 412.6 347.69 420.55 444 378.33 103.44 102.49 6694.03513 18 734,52 1160.3 590.49 755.57 909.04 100,15 357.65 385.21 213.49 423.75 356.44 430.43 453.23 388.56 106,24 105.26 6870.33911 19 753 1189.5 605.34 774.58 930.41 105,71 366.65 394.27 218.51 434.41 364.82 439.93 462.14 398.33 108,91 107.9 7039.28346 20 770.7 1217.5 619,569 792.78 950.94 111.28 375.27 402.97 223.33 444.62 372.87 449,07 470.75 407.7 111.47 110.44 7201.63252 21 787.7 1244.4 633.24 810.27 970.71 116.84 383.55 411.35 227.97 454.43 380.62 457.9 479.1 416.69 113.93 112.88 7358.0301 22 804.08 1270.2 646.405 827.12 989.79 122.4 391.52 419.43 232,46 463.88 388.1 466.43 487.19 425.36 116.3 115.22 7569,0243 23 819.88 1295.2 659.11 843.38 1008.2 127.97 399.22 427.25 236.79 473 395.33 474.7 495,05 433.72 118.59 117.49 7655.08606 24 835.16 1319.3 671.394 859.1 1026.1 133.53 406.66 434.82 240.98 481.81 402.34 482,72 502.69 441,8 120.8 119.68 7796.62348 25 849.96 1342.7 683,291 874,32 1043.4 139.09 413.86 442,16 245.05 490.35 409.13 490.5 510.13 449,63 122.94 121,8 7933.99279 26 864.32 1365.4 694.831 889.08 1060.3 144.66 420.85 449.29 249,01 498.63 415.73 498.08 517.38 457.22 125.01 123.86 8067,50707 27 878.26 1387,4 706.039 903,43 1076.6 150.22 427.64 456.23 252.85 506,67 422.15 505.45 524.46 464.6 127.03 125.85 8197.44314 28 891.82 1408,8 716,94 917.37 1092.6 155.79 434.24 462.99 256.59 514.5 428.4 512.64 531.37 471.77 128,99 127.8 8324,0471 29 905.02 1429.7 727,554 930.96 1108.1 161.35 440.67 469.57 260.24 522,11 434,49 519.65 538.13 478.76 130.9 129.69 8447,53888 30 917.89 1450 737.899 944.19 1123.3 166.91 446.94 475.99 263.8 529.54 440,44 526,5 544,74 485,56 132.76 131.53 8568.1159 31 930.45 1469.8 747.993 957.11 1138.1 172.48 453.05 482.26 267.28 536.78 446.24 533.19 551.2.1 492,21 134.58 133.33 8685.95615 32 942.71 1489.2 757.851 969.72 1152.5 17B.04 459.02 488.4 270.68 543.86 451.91 539.74 557.54 498,69 136,35 135.09 8801,22075 33 954.69 1508.1 767,485 982.05 1166.7 183,6 464.86 494,39 274 550,77 457.46 546.15 563.75 505.03 138.08 136,81 8914.05603 34 966.42 1526,7 176,91 994.11 I1BO.5 189.17 470.57 500.26 277,25 557,53 462.89 552.43 569.84 511.23 139,78 138.49 9024.5954 35 977,89 1544.8 786.135 1005.9 1194.1 194.73 476.15 506.01 280,44 564.15 468.2.2 558.58 575.82 517.3 141.44 140.13 9132.96083 36 989.13 1562.6 795.171 1017.5 1207,4 200.3 481.63 511.65 283.57 570.64 473.43 564.62 581.69 523.25 143.07 141,74 9239.26418 37 1000.2 1580 804,029 1028.8 1220.5 205.86 486.99 517.18 286.63 576,99 478.55 570.54 587.46 529.08 144.66 143.32 93431.60832 38 1011 1597 B12,717 1039.9 1233.3 211,42 492.25 522.6 289.64 583,23 483.57 576.35 593.12 534.8 146.22 144.87 9446.0881 39 1021,6 1613,8 821.242 1050.8 1245.8 216.99 497.42 527.93 292.59 589.35 488.5 582.07 598.7 540.41 147.76 146.39 9546,79118 40 1032 1630.2 829.613 1061.5 1258.2 222.55 502.49 533.16 295.49 595.35 493,34 587.68 604.18 545.91 149.26 147.88 9645.79877 41 1042.2 1646,4 837.837 1072.1 1270.3 228.11 507.47 538.31 298.34 601.26 498.1 593.2 609.57 551.33 150.74 149.35 9743.18625 42 1052.3 1662.3 845.919 1082.4 1282.3 233.68 512.37 543.37 301.14 607.06 502.78 598.63 614.88 556.64 152.2 1.50.79 9839.02375 43 1062.1 1677.9 853.867 1092,E 1294 239.24 517.18 548.34 303.9 612.76 507.38 603.98 620.11 561.87 153.63 152.2 9933.37665 44 1071.9 1693.3 861.685 1102.6 1305.5 244.81 521.91 553.24 306.61 618.37 511.91 609.24 625.27 567.02 155,03 153.6 10026.306 45 1081.4 1708.4 869,379 1112.4 1316.9 250.37 526.57 558.06 309.28 623.89 516.37 614.43 630.35 572.08 156.42 154.97 10117.8688 46 1090.9 1723.3 876.953 1122.1 1328.1 255.93 531.16 562.8 311.92 629.33 520,76 619.53 635.35 577.07 157.79 156.32 10208.1187 47 1100.1 1737.9 884.414 1131.7 1339.2 261.5 535.68 567.48 314.51 634.68 525.09 624.56 640.29 581.97 159.12 157.65 10297.1058 \I I 48 1109.3 1752.4 891.764 1141.1 1350 267.06 540.13 572.09 317.06 639.95 529.36 629.53 645.16 586.81 160.44 158.96 10384,8773 1 HISTORIC REQUIRED RELEASE STORAGE 0 0 35,824764 0 91.95686 0 159.61299 97.292655 236.03963 713.6586 319.72938 1927.4487 409.7029 3001.182 505.26204 3607.927 605.87875 3896.9395 7ll.1368 4128.6329 B20,69793 4318.867B 934,28073 4477.1384 1051.6466 4609,6726 1172.5903 4720,8231 1296.9328 4813.7779 1424.5164 4890,9573 1555,201 4954.2521 1688,8609 5005.1743 1825.3828 5044,9563 1964.6638 5074.6197 2106,61 5095.0226 2233.2691 5124.7611 2270,9B5 5238.0393 2307.6191 5347,467 2343.2474 5453,3761 2377.9379 5556.0549 : 2411.7512 5655.7559 2444,7421 5752,701 2476.96 5847.0871 2508,4496 5939.0893 2539.2517 6028.8642 2569.4035 6116.5527 2598.939 6202.2817 2627,8896 6286,1664 2656.284 6368.3114 2684.1489 6448.812 2711.5087 6527,7555 2738.3864 6605,222 2764.803 6681.2851 2790,7784 6756.0127 2816.331 6829.4677 2841.4779 6901.7083 2866.2353 6972,7884 2890,6183 7042.7584 2914.641 7111.665 2938,3167 7179.5521 2961.6581 7246.4606 2984.6769 7312,4288 znm NAA TM 497R 49 1118.3 1766.6 899.007 1150.3 1360.8 272.62 544.52 576.64 319.58 645.15 533.56 634.42 649,97 591.58 161.75 160.25 10471.4776 50 1127.2 1780.6 906.149 1159.5 1371.3 278.19 548.85 581.12 322,07 650.28 537.71 639.24 654.71 596.28 163.03 161.52 10556.9485 51 1135.9 1794.5 913.192 1168.5 1381.8 283.75 553.11 585.54 324.52 655.33 541:8 644,01 659.4 600.91 164.3 162.78 10641.3296 52 1144.6 1808.1 920.139 1177.4 1392.1 289.32 553.32 589,9 326.93 660.32 545.84 648.71 664.02 605.48 165.55 164.02 10724,6581 : 53 1153.1 1821.6 926,995 1186,2 1402.2 294.88 561.47 594.21 329.32 665,24 549.82 653,35 668.59 609.99 166,78 i65.24 10806.9694 54 1161.5 1834.9 933.762 1194.8 1412.3 300.44 565.57 598.46 331.68 670.09 553.75 657.93 673.11 614.45 168 166.45 10888,2969 55 1169.8 1848 940.442 1203.4 1422.2 306.01 569.62 602.66 334 674.89 557.64 662.46 677.57 618.84 169.2 167.64 10968.6722 56 1178 1861 947,039 1211.8 1432 311.57 573.61 606,8 33613 679.62 561.48 666.93 681.98 623,18 170.39 168,81 11048.1255 57 1186.2 1873.8 953.556 1220.1 1441.6 317.14 577.56 610.9 338.57 684.3 565.27 671.35 686.34 627.47 171.56 169.97 11126.6853 58 1194.2 1886.4 959.994 1228.4 1451.2 322.7 581.46 614.95 340,82 688.92 569.01 675.72 690.65 631.71 172.72 171.12 11204.3789 59 1202.1 1898.9 966.356 1236.5 1460.6 328.26 585,31 618.95 343.03 693.48 572.72 680.04 694.91 635.9 173.87 172.26 11281.2321 60 1209.9 1911.3 972.645 1244.6 1470 333.83 589.12 622.91 345.23 698 576,38 684.31 699.13 640.03 175 173.38 11357.2695 61' 1217.6 1923.5 978.863 1252.5 1479.2 203.63 592.89 626.82 347.39 702.46 580 688.54 580.22 644.13 176,12 174.48 11173.6808 62 1225.3 1935.6 985.011 1260.4 1488.3 68.991 596.61 630.69 349.54 706.87 583.58 692.72 459.83 648.17 177.22 175.58 10963.426 63 1232.8 1947.5 991.091 1268.2 1497.4 0 600,29 634.52 351.66 711.23 587.12 190.05 337.97 652.17 178.32 176.66 10349.8529 64 1240.3 1959.4 997.106 1275.9 720.4 0 603.94 0 0 715.55 0 0 214.67 656.13 179.4 177.74 7727,22155 65 819.93 1182.6 501.528 641,74 0 0 0 0 0 35,991 0 0 89,946 327.38 107,59 96.275 3271.77658 66 394.44 396.53 0 0 0 0 0 0 0 0 0 0 0 0 34.909 13.834 790.971134 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y3 3029.7911 7441,6864 3051,9071 7505.0414 3073.7417 7567.5879 3095.304 7629.3541 3116,6025 7690.3669 3137.6454 7750.6515 3158.4403 7810.2319 3178.9946 7869.1309 3199.3153 7927.37 3219.4092 7984.9697 3239.2825 8041.9496 3258.9414 8098.3281 PERK 3121.0289 8052.6519 2981.0656 8002.3604 2839.0854 7510,7674 2695.1209 5032.1006 2549.2035 722.57311 2401.3635 0 2251.6304 0