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Home My WebLink AboutStudies APPLICANT 8/10/2010 D [ f .... [ f 6 STORM WATER MANAGEMENT PLAN AND DRAINAGE STUDY FOR [ The New Worship Center for East Side Baptist Church 4045 Commercial Street, Springfield, Oregon r id \ l; August 3,2010 G loI f~ 11J III I!J [- IW ~ ~ ~ ~ '~ ~ ~ Prepared by: BRANCH ENGINEERING, INC. 310 Fifth Street Springfield, Oregon 97477 Phone (541) 746-0637 Fax (541) 746-0389 @ Project No. 09-077 Date Received: AUG 1 0 2010 Original Submittal I )/,/' .' / I ::/'="} " {:-."" I I . 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'" '" '" '" '" "0 no "., m ,~ ,,~ ,~ '" "'" '" """ ,~ '" """ """ "'" """ '" "'" "" '''' """ m "" "" """ '" '" m '" "0 '" ". ". ". """ """ "" '''' '" ". '" "" '" '" "" '" '" ". """ """ ". """ ". '" '''' ". ,= "" "'" 126B """ 128B """ ,= 1288 """ 1288 1288 128B 1286 1288 1288 """ 1286 0.43 0.41 0.39 0.37 0.35 0'"' 0,32 0,30 0.29 027 0'" 0.24 0.23 0.21 0.20 O.lS 0,18 0.16 0.15 0.14 0.13 0.12 0.11 0.09 '" 0.07 000 "'" 0.05 ,~ 0.03 '" 0.01 '00 '00 '00 0.00 0.00 000 0.00 000 000 000 006 0.20 0.22 0.19 0.16 0.12 ,,. 0.05 0.02 '00 000 0.00 000 0.00 '.00 0.00 000 0,00 000 000 000 000 0.00 '00 '00 '.00 '00 '00 '.00 '00 0.00 0,00 000 000 000 000 '00 0.00 '.00 0.00 0.00 0.00 0,00 000 '00 '.00 '00 000 '00 0.00 000 .00 '.00 ){~ " " " " " " " " " " " ., " " " " " " " " " " " " " " " " " " " ., " " " " " " " " " " " " " " " " " " " " ., " " " " " " " " " " " " " " " " " ., " " " " " " " " " " " " " " " " " " " " " " " " " Date Received: AUG 1 0 2010 Original Submittal I %'/ I- I I I 0 0 000 0,00 , 0,104 0,0000 0.00 0,00 0 " " 0000 0000 000 000 000 1268 0.104 .0.\044 -52.61 0,00 0.00 0 " I " 0000 0000 0,00 000 0.00 1268 Q.10<l -0.1044 .,,, 000 000 0.00 0.00 " " 0000 0000 1.20 000 0.00 1266 0.104 -{l,l024 -ll1.42 000 0.00 0,00 0.00 " " 0,019 "" 5.46 000 0.01 1286 0.104 .(HJ9S3 .57.15 000 000 000 000 " '" 0,030 0,019 1163 0-01 0,01 1266 0.104 -Q,QllSO -50.96 000 0.00 000 000 " 00 0.036 0029 1745 0-01 0-03 1286 0.104 -0,0753 -45.16 000 0.00 000 000 " " O,O~5 0,031 22.39 0.02 0.05 1288 O.lO<l -00070 -40,n 000 0.00 000 000 " " 0,0(;0 0,044 26.47 0" 0.07 ".. 0.104 ..", -36.14 000 0.00 0.00 000 " 00 0,055 0,050 2983 0,02 0.09 ".. ,,~ -00546 .32.76 000 000 000 000 " I '00 0,059 0.00< 32.63 0,03 '" 1286 0104 .0,0500 -2999 000 000 0.00 000 " '" 0076 o~ 38.14 003 0" ''"' O_10~ -00406 -24.47 000 000 0.00 0.00 " '" 0.082 0.014 44.83 0.03 o"a ".. 0.104 -0,0300 -17.98 000 000 0.00 000 " '" 0.085 0,081 48.31 0,04 0." ".. 0.104 -00236 .14.30 000 000 0.00 000 " '" ".. 0065 so 60 o~ '" 1286 0.104 -{I,Ql97 .1,.g1 000 000 0.00 000 " '''' 0091 0000 5271 o.~ 0." 1268 0.104 -00165 .991 000 000 000 000 " "0 000' 0000 54.25 o~ o~ 1266 0.104 -00139 ." 000 0.00 000 000 " I 00 0.'14 "" 59.37 00; 0.38 1286 0.104 -0,0054 _3.24 000 0.00 000 000 " '" o",e 0,110 65.70 0.0; 0.44 1290 0.104 0.0050 3.01 3,01 '" 0.02 0.00 " '" 0.118 0.114 68.83 0.0; 0.49 1293 0.105 0.0096 5.78 878 8.78 0.00 0.00 " '00 0.119 0.117 70.30 000 o~ "" 0105 00121 7.25 16.04 ,,~ 0,11 0,01 " '" 0.121 0119 71.48 00; '00 '''' 0105 00137 '" 24.23 2423 0.16 0.01 " no 0.122 0.121 7238 000 0.65 '''' 0.106 00148 '" 33.06 noo 0." eo, " '" 0.144 0.129 n26 000 0.71 1314 0,106 0.0223 13.)7 46.46 48.48 0.)1 0.03 " I '" 0,145 0.139 63,47 000 on Ins 0107 00)18 19.06 65.52 65.52 0.44 o~ " "0 0.146 0,143 86.01 000 0.64 1337 0.108 00350 21.03 86.55 86.55 0.58 0.05 " '"0 0.147 0.145 87.27 000 0.90 ,~, 0.100 0.0361 21.69 108.24 10824 0.72 0.00 " '" 0.148 0147 6ac5 000 0.97 "" 0,110 ,,~ 21.87 130.11 1)0.11 087 '" " '" 0.149 0.148 66.63 000 103 1374 0,111 0.0364 21.84 151.95 151.95 1.01 '" " '" 0175 0157 9423 eo' 1.10 "" 0.113 00445 '"" 178.66 178.66 l.19 0.10 " '00 0.178 0.169 101.52 0.07 1.17 "" 0.114 0.0551 "" 211,75 211.75 1.41 0.12 " I "0 0.176 0.174 Hl4.24 0.07 1,25 1426 0.116 0.0561 34.85 248.60 24660 ,." 0.14 " ", 0177 0176 105.42 007 1,32 1047 0.117 '0;" "00 281.65 281.65 '" 016 " n, 0178 0117 108.04 0.07 U9 1467 0.119 0.0579 3412 316.37 31637 2.11 0.18 " ~o 0.178 0.177 106.46 0", 1,46 1467 0120 0.0570 34.19 350.56 35056 2.34 '" " "0 0207 0187 112.46 007 ,~ ,"00 0122 00652 3910 389.66 389.66 2.60 '" " '" 0.207 0.201 120.31 0.08 1.62 1535 0.124 00761 4569 435.34 435.34 '.00 0.24 " "0 0.208 0.205 123.13 0.08 169 '''' 0.127 0.0786 47.19 48253 41t.253 3.22 0.27 " I "0 0.208 0.201 124.25 0.08 1,17 ",' 0.129 0.0783 46.99 529.53 529,53 3.53 0.29 " '", 0,209 0.208 12476 0.08 1,85 1816 0.131 0.0171 46.23 575.76 575.76 ,." '" " '00 0,209 0,209 125,10 0,08 1,93 ",' 0133 0.0755 45.29 621.05 621.05 4.14 '" " "0 0295 0,238 14253 eo, 201 1677 0.136 0.10\7 61.01 682.05 68205 <0' 0" " '" 0296 0276 165.71 ,,, 2.11 1725 0.140 0,1365 61.68 763.93 763.93 '00 0.42 " "0 0"" 0289 \73.&4 0.10 220 1775 0.144 01456 81,34 851.26 851.26 5.67 0.47 " <<0 0.399 0.326 196.84 0.11 2.31 1638 0.149 0.1792 10749 95675 9-58.75 6.39 0.53 " I '"0 0.399 0,375 22517 0.12 2.43 1915 0,155 0.2201 132.06 1090.6\ 1090.61 7.27 0.61 " '" 0755 0510 30599 0.15 256 2037 0165 03449 206,95 1297.76 1297.76 8.65 0.12 " "0 1.203 0.623 493.65 0.22 2.80 "" 0.184 0.8392 363.50 1661,27 1681,27 11,20 0.93 " ,"0 0.602 0676 52560 0" '" 2510 0203 0.6726 40)59 208485 2011465 1369 1.16 " ,"0 0'" 0627 37607 0,14 3.15 "" 0216 0.4112 246.72 2331.57 233157 1554 129 " '00 0<-99 0443 26561 0" '" 2143 om 02205 132,29 246)81 2463.67 16.42 1.37 " "0 om 0347 20830 0.07 '" 2788 om 01213 72,19 25:l6.66 25:l666 16.90 1,41 " '" ,"" 0.315 18924 0.07 ". "'" 0228 00669 5216 2586.62 2586.82 17.25 1.44 " I "0 0.197 0.271 162.35 0.00 3.4~ 2835 0.230 0.0400 24.53 2613.35 261335 17.41 1.45 " '" 0.197 0,221 132.84 0.05 3.49 "" 0.229 -0.0081 .~ 260851 260651 1738 ''" " "0 0.197 0.205 123.01 o.~ 353 ,~, om -0.0237 -1~23 2594,26 2594.28 1/.29 1.44 " '" 0.197 "00 119.75 0.04 '" 2813 0,226 -00263 _16.98 2577.30 25n3O 11.11 1,43 " "0 0.197 0.196 118.66 o~ 362 "'" 0227 ."'" -\7,52 2559.16 2559.78 17.06 1,42 " '" 0.197 0.197 116.34 o.~ '" 2791 om _00269 _11.35 254243 2542.43 1694 '" " ,,, 0.197 0197 11823 o.~ 3.70 2761 0,225 -0.0262 _16.514 2525.49 2525.49 1663 "0 " I "" 0,197 0.197 118.21 o~ 3,75 2771 0,224 -00274 _16.46 2509.03 2509.03 1672 \.39 " '" 0.197 0.197 116.22 004 3-79 2761 0224 -0.0266 -1598 2493.05 2493.05 16.61 ,~ " ,,, 0.197 0.197 116.23 o~ 3.63 2751 0.223 -0.0258 _15.50 2~77.55 2477.55 16.51 ,~ " '" 0.197 0197 11624 o~ '" 2742 0222 -0.0251 -15.04 2462.51 2462.51 16.41 137 " ~, 0.197 0.197 118.26 0.04 '" 2n3 0.221 -00243 _14.56 2447.93 24-47,93 16.31 ,~ " '" 0.161 0,165 111.10 o~ ,~ 2720 0,220. -00352 _21.10 2426.63 242663 16,17 1.35 " '" 0.161 0169 101,66 o~ 400 2701 0.219 -00496 -29-76 2397.07 239707 15.97 1.33 " I '" 0,,61 0.164 98.38 o~ 4.03 "" 0217 -0.0533 _n96 236509 2365,09 15.76 1.31 " "" '.w "0 0161 0182 9698 o~ 4.11 "" (J214 .1)0525 -31,48 2301.5~ 2301,54 15.34 1,26 " '" 0.161 0.161 96.87 o~ 4.14 2624 0.213 -0.0511 -3067 2210,61 2270.87 15.13 ''" " '" 0.161 0.161 ~.~ o~ 4.16 "00 0.211 -0.0497 _29.81 224101> 224U16 14.93 1.24 " '" 0,161 0.181 .w o~ '" 2588 0,210 -00483 _28.96 221210 2212.10 14.14 1,23 " 'W 0.161 0161 ~~ o~ '" 2571 0206 -0,0469 -26.12 2163.98 218396 1455 1,21 " I '" 0.161 0.161 96.85 o~ ,~ ,,~ 0.207 -0.0455 -27.30 2156.68 2156.68 14.37 ,,, " "0 0,161 0161 ~" o.~ ,~ "'" 0.206 -O.04~2 _26.51 2130.17 2130,17 14.19 1.18 " '"0 0161 0,161 ~" o~ 437 "" 0,204 -0.0429 _25.74 2104.44 2104,44 14,02 1.17 " no 0.128 0.150 90.14 o~ '" ,"'" 0203 -00525 -31,52 2072.91 2072.91 1361 1.15 " '" 0,128 0.135 81.17 0.00 4.44 2479 0.201 -00655 -3932 203359 2033.59 13.55 1.13 " '" 0126 0.130 76,19 0.03 4.47 ,,~ 0.199 _00685 -41.10 199249 1992.49 13.26 1.11 " '00 0126 0129 77.20 0,03 4.50 2429 0.197 -00661 -40.68 1951,61 1951.61 13.00 1.06 " '" 0.128 0.128 76.87 0,03 <0' 2405 0.195 -0.0667 -4003 1911.56 1911.58 12.74 '.00 " I '" 0,126 0.128 76,76 0.03 4.57 2361 0.193 -0.0050 _36.99 167259 187259 12.46 ,~ " ." 0.126 0.128 76.73 0.03 4.80 2356 0.191 .00" _37.91 163461 1634.87 12.22 ,,, " "0 0128 0,128 76.72 0.03 4.63 '''' 0.189 -0.0014 -36.8"1 179763 1797.63 11.96 '.00 " '" 0126 0,128 76.72 0.03 4.67 2315 0.188 -0.0597 _35.79 176204 1715104 11.74 0.98 " '" 0.128 0,128 76,72 0.03 4,10 "" 0.188 -0.0580 _34.77 172727 1727.21 11.51 0.00 " '" 0.126 0,126 76.72 0.03 ~.73 zm 0.164 -00563 _33.76 169348 169J.48 11.28 0" " '" 0128 0.1211 7673 000 4.77 ,,~ 0.193 -00547 -32.112 1660.66 '''''' "'" eo, " I '00 0.112 0.123 73.59 0.0:3 4.80 = 0.181 .(10582 -3'l,9' 1825.72 1625,n 10,63 080 " "" 0,112 o.rf6 69AO '" 4.83 "" 0.179 _OOO3~ -31:10. 158770 1511PO 10.58 0.86 " "'0 0.112 0.113 6ll.01 000 U6 2197 0177 -O,063S _38.30 154939 154\J.39. feU2 0.'" " ,,, 0.112 0,113 67.55 000 4.89 ,,~ 0.175 -00028 _3761 1511.72 1511.72 1007 o~ " '" 0112 0.112 67,39 O.OJ 4.S3 2143 0.114 _0.0613 _36.76 147496 147~.96 983 062 " '" 0.112 0.112 61.34 O.OJ ,.~ 2121 0.172 -00598 -3577 1439.19 1439-19 959 0." " '''' 0.112 0.112 67.33 0.03 4.99 2101 0.170 -00560 -3478 1404.41 H0441 RQ I 000 0.112 0112 67.33 0.03 5.02 2081 0.169 _0.0564 _33.81 1370.60 1370.60 '" 0,112 0,112 87.33 0.03 5.05 '00' 0.167 -00548 ..3266 1337.73 1337.73 691 0.74 ." 0112 0.112 67,33 0.03 5.09 "" 0.165 -0.0532 _31.94 130519 1305.79 8.70 073 '"' 0.112 0112 6733 0.03 '" ''''' 0,184 -0.0517 _31.05 1274.7~ 1274.74 ''" '" '000 0.112 0112 67.33 003 5.15 '"'" 0.163 -00503 -30,16 1244.57 1244.57 G It 1010 "'" 0.105 "" 0.03 5.19 "" 0.161 .0.0562 _33.70 121067 1210,67 "" 0.090 0.095 "" 0.03 5.22 1963 0.159 -0.0643 _36.58 117229 1172.29 I 1030 0.090 0091 54.87 0.03 524 1940 0.157 -OOB57 .3944 113265 1\32.65 7.55 0.63 " Original Submittal - - - - - - -.- - - - - - - - - - -- ~1~1~1*1~1*1~1~1*1~!~I~I~lilil*I~I~I~I~I~I~I~I~I~I~I,j1,j1,j1,j1~lil~lilil*I~!~I~I~I~lil~lilil*I~I~!~I~I~I~I~I~1~1~1~1~1,j1~1~1*1~1*1~1*1~1,j1~1~1~1~1~1*1~1~1,j1,j1~1~1~1~1,j1~1~lil,jI,jI,jI,jI~lil~l il@l* ~1~1~1~1~1~1~1~1~1~1~1~1~1~1~1~1~1~1~1~1~1~lilil~I~I~1~1~1~1~lil~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~1~1~lililililililililililililiiliiliililiiliiliiliilililiiliiliiliiliiliiliiliiliiliiliiliil iiliiliiliiliiliilii ~1~1~1~1~1~liliiliiliililiil~I~I~liil~liiliiliiliiliiliililiiliiliililiil~liliil~liiliiliililiiliilil~lilil~lilil~I~I~liiliil~I~I~1iiliiliilililiiliililiiliililiiliiliiliiliiliiliiliiliiliiliiliilili liiliililiiliiliililiililiililiiliiliiliiliilili "~Iplplplplplplplplplplplplplplplp[plplplplp[p!p!plplpIp!plplplplplplplp!plplp!plplplplplpl?!?I"I.I=I.lijl~l~!=!.I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I"I~I"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1" ~g8gg8g88888888888888g888888g888g88g8888888~S~~t~~~~~~~~f~~~~888888888888~~~g~mm~~mm~~~~gm&gggm~$~ ?!?I?!?!?!?!?!?!P!"!"I"!"I"IP!PIPIPI?I?!"I"I"I"I"!"I"I"IPIPIP!P!P!"I"IPI?I"I"I?IP!"!P!PIPIPIPIP!"IPIPIP!PIPIPIPIP!"I"I"!."!"IPIPI"!OIO!OIO!Plplplplplplplplp!p!pIPIP!"IPI"!"I"I"!OIOI"IO!"I"IOI" 8888888888888888888888g8888888888888888888888888~~~~~~8~~~i~~ffiiiiiiiiii8888aa88888888888888888 ~~~-------~--~-----------------~~~----------~~--~----~-~~---------~--~-~~-~--~~--~-----~--------- ~~~~~~~~~g~~:~g:gggggggg~gg~gggggggg~ggggg~~~;gi~~~~~~~~~~8gi~~~~~;;~~~~~~~~ffi~~~~~~~8g8~S~~~~~~~ ~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~ ~~~~~~~~~~~~~~i~~~~~~~~~~~i~~~i~i~~iiiiii~g~=~~~~~~~~go~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:~~:~~l~ '!'1'1'[6161'!'1'['1'!61'1'['1'16!61'1616161616!'161'1'1'!6161'161'16['161616[6161'1616['I'[6161'16fOI?lpl'l6161616161616161616161616161616161616161616161616161616161616161616161.616161.161616 ~~~~~~~~~~~~ii~~~~~~~~~~~~~~~~~~~~~~~~~~~3~~~~S~~~~~~~~~~~~~~~~~~~~~~~~~*~~~~~~~~~~~~~~~~~~~~~~~I 0 ::t. IC ;:i" 0 !!!. en )> II) c: c: It C'" en 3 - ;0 ::;: CD - = !!!. @ ..., = <. - <::> CD C. PIPI?I?I?I?I"I"I"lpl"IOI"IOlpl.oj?lpl?IOI"I"I"I"I?I"IO1"lpIOlplplplpl"I.I?I"lplplplpl~I'I~I~I~I\'!I"I~I~I'!~I"181"1~liil~I~I~I'I.I"I\'!I"I~I.I.I~I.I~I"I'I"I'I"I'I~I'I~1~1~1'1.1'1\'!1"1~1~1"1~1~1~1~1i ! 88888888ggg8888g888gg888g888888888888gg888~@~~~Z~~~~f~~~~~~~~~gg~~m~i~~gg~f!~~~g~8~~S~8Q~~~~~~~$ ~ I'> , I I I I I I I I I I I I I I I I I I I 1.60 1AO 1.20 g 1.00 .s 0.80 a. ~ 0.60 OAO 0.20 0.00 -100 100 l3/ It.; 2.- Center Infiltr~tion Pond Depth - Pond Depth -! -. Max Depth : 300 500 700 900 1100 1300 1500 Time (Minutes) Center Infiltration Pond .Inflow and Infiltration Rates 1.000 0.900 I: 0.800 ;;; 0.700.- - ~ 0.600 - 0.500 ~ OAOO u:: 0.300 0.200 0.100 0.000 -100 1 00 1-:- ~~i~~;ion E 300 500 900 1100 1300 1500 700 Time (Minutes) Date Received: AUG 1 0 2010 Original Submittal I IX Infiltration Pond Sizin S readsheet Pro"ect: Basin 1 100yrslOrm '<;,/,! f _. I , I I I" I" 1'1 I" I" l'l l"1 l'l (10) (111 (11bl (121 In.tanl. In.,remenlal Increm",,!.1 Cumuiat,ve HO'jzonlal ." Inllow_ Incremental SIOf<>d Cumulative CUmula(,ve ." To!"" Storm Oes;gn InBow Deplh Oeplh Welleda,e. O~= Oulnow Innow_ V,Oluma' Depth Daptn Allowable Runoll" Runoff"__~ ;. Yo1ume. Incre... Increase Ouln,,;" Depth mI. : cis ':-:.c!s " ,. ,. .' ," ", , "I (in "" 0 0000 0.000 ", '''' 0", 1268 0104 00000 '''' 0'" 0'" 0'" 0"' " I '" ,,"' 0"", ", OM '''' ,,~ 0104 .Q 10<l~ ';>261 '''' '''' 0'" '''' " '" 0"'" 0.000 0'" '''' OM 1268 0104 -Ol~3 .6261 0'" '''' 0.00 000 " " 0.010 ''''' '" ", "0 1288 0104 _01011 -8061 '"' '''' '00 '00 " " O.O2~ 0012 U8 '"' '"' 1288 0104 -00919 _55.14 000 '"' 000 '00 " " '"'" 002' 1<.56 '"' '"' 1285 0104 -00801 -4B05 '00 0.00 0'" '00 " 00 O.O~5 0.035 20,97 '"' ", naB ",M .0.0094 -n6~ '00 '"' 0"' '00 " " 0052 0044 2631 002 "" !2Be ",M _0.0005 '"" '00 0"' 0.00 '00 " '" 0058 0.051 3067 ", ", 1286 ",M _00532 -3\ 9~ '"' ", 000 '00 " I 00 "" 0.051 3422 00' 0..11 1288 "'~ .004n .28..39 '00 0"" '"" '" " '"" "" 0..062 37.13 '" "" 1286 "'~ .00425 .2546 '" 0"" '"' 0"' " "0 0,087 0,072 4313 '" ,n 1286 0104 .00325 .1948 '00 '00 '00 0"' " ,,, "" 0,064 5021 00< '" 1288 "''' .00207 .12,41 OM '"" '00 ."" " n. "" 0,090 54,11 o~ 0,25 1286 0104 .00142 ." OM '00 0"" '00 " .., 0,098 0,094 "" 00< 0,29 "" 0104 .00099 .5,92 0", '00 ", ."" " '" 0101 0,098 5863 0" 0,34 1288 0104 .()0066 -3,98 '"' '"" 0"" '"" " I '" 0103 0.100 6019 '" 0,39 1288 0104 .0,0040 -242 000 '"" 0" '"" " no 0,126 0,110 6571 '" 0.44 1290 0104 0,0050 '" '" '" 0"' '00 " ''" 0128 0.12\ 7257 '" 0," 1295 0105 0,0160 '" 1263 12,63 '" 0,01 " 'OO 0130 0,126 75,66 '00 0" 1302 0105 0,0206 1237 24,99 24,99 0,17 '" " '"' 0.131 0129 7738 '00 0,61 1310 "''' 0,0219 1371 3871 3871 ,,, '" " '" 0,133 0131 ra5S 0" '" 1318 0,107 0,0241 1..8 53\9 5319 0" 003 " no 0,134 0132 7045 '"' '" 1326 0\07 00250 14,97 68'115 66,18' 0,45 o~ " I '" 0.157 0141 $471 0.% ,m 1338 0,108 00328 1969 '''' 8786 0,59 0,05 " '" 0159 0152 9143 007 'OO 1352 OlIO 00428 2571 11357 113,57 0,76 0"' " '" 0160 0157 ~n 0" '" ''"" DIll 00461 2765 1'1,21 141.21 0,94 0,08 " ", 0.161 0159 95A3 '" '"' 1384 0112 00459 28.17 16938 169,38 1,13 009 " '" 0.161 0160 96,21 '" 1,01 .." 0113 00410 2817 197.55 \9755 132 ." " ''" 0162 0.161 "'" 0" 1,13 1416 0,115 0,0.66 2791 22552 21552 '" on " '"' 0,191 0,\71 10283 '" 1,21 1434 0116 0,0552 3310 25862 258'62 '" "" " I '"' 0191 0,185 11072 ", 1.28 1457 0118 0.0665 3969 29851 2985\ CO, 0,11 " '" 0192 0189 113.64 '" 1,36 1481 0.120 0,0694 H68 34017 340H 2,21 ." " no 0193 0,\91 11481 '" l,U '''' 0122 0,0695 41.72 38189 381.89 '" 0,21 " '" 0193 0,192 11550 ". 1.51 1526 0124 00667 41,21 42310 42310 2,82 023 " "0 0194 0,193 115,91 '" 1.59 1551 '''' 00075 4050 .6360 463,60 309 0,26 " '" 0215 ,,~ 122,39 '00 'OO 1576 0128 00762 4570 50930 50930 3,39 0,26 " ~ 0226 0,218 13090 0,06 '" 1608 0130 0,0879 5274 "'M "'~ 3,74 ." " I '" 0,226 0,223 133,93 '" 1,83 1639 0133 00904 5425 61626 61626 4,11 0,34 " '" 0226 0,225 135,11 '" '" 1670 0135 0,0899 5391 67019 670.19 4,41 ,,, " '"' 0221 0.226 13555 0.06 CO, 1701 0138 00883 5291 72316 723,16 4.82 OAO " ."' 0,227 "" 135.97 '" '"' 1131 0140 00854 51,82 7/4.98 714,98 5.15 043 " '" 0.32\ "" 15<4,88 '00 '" 1771 0\43 01148 6879 84377 84371 582 041 " "" 0,321 0300 180.02 "" '" 1824 0148 01512 91,34 93511 9351! 5.23 0,52 " '"' 0.322 0314 188.59 '" 2.35 1881 0152 01619 97.15 1032.27 1032.27 '" 051 " '" 0433 "" 213.74 0" '" 1951 0\58 01982 118,91 1151.18 1151.18 7.67 0,64 " I ,;, 0.433 0407 2.445 "" '" 2037 0165 0,2424 14545 129663 1296,63 '" '" " '"' 0.820 ass. 332,12 0" 'n 2171 0176 03778 "'" 152319 152319 1015 '"' :.5 '" l.J05 0893 53564 '" ,~ 2423 0196 06965 .1788 194107 1941.01 12.93 '" " '"' 0653 0950 510.20 0,21 '" 2091 0218 0.7323 43938 2380.5 238045 15,86 1.32 ~5 '"' 0435 0.680'- 40/92 "" '" 2856 0.232 0448" :169,01 264946 204946 1765 '" " ..- '"" 0325 0480 288 DE 0" 3,41 2890 o 2~4 0,2460 14759 279705 2797,05 186. \.55 " I "" 0325 0.375 22500 '" '" 2890 0234 01423 85,41 288246 288246 1921 '" " "0 0.325 0342 205,21 0"' '" 2890 0234 01079 "" 2947\8 294718 1964 '" " '" 0.213 0293 176,04 000 361 2890 0234 0053 35.55 298'274 298274 19,87 ,~ " '" 0.213 0240 14403 0" '"' 2890 0,234 00059 '" 298628 298628 1990 1.66 " '" 0.213 0222 13338 0,04 3.10 2890 0234 -00118 .711 297917 291917 19,85 CO, " '" 0213 0216 12984 ,~ ". 2890 0.234 .00177 -1065 200853 2968.53 19.78 1.65 " '" 0.213 0214 128,67 0,04 3J8 2690 0.234 _00197 _11,81 295672 295672 19.70 1.64 " ,eo 0,214 0214 12830 0,04 '" 2890 0.234 _0.0203 .1218 294453 2944,53 19,62 'OO " I ,eo 0,21. 0214 128.18 0,04 387 2690 0.234 _00205 -1230 2932.22 2932.22 19.5. 1.63 " ~ 0.21. 0214 12816 0,04 3,91 2690 0.234 -00205 -1233 291989 2919.89 19.46 '" " '" 0.:>1. 0:>1. 12.alS 0.04 3.95 2690 0.234 .00205 -1233 2907.57 2907.57 19.37 '" " '" 021. 0,214 12817 ,~ HO 2890 023' -002(15 _12,32 2&95.25 289525 1929 '" " ,W 0214 0.21. 12818 0,04 4,04 2890 0234 -0.0205 -\230 288294 28829. 19.21 '" " '" 0,214 0214 128,20 '"' .,08 2890 0234 -0 0~05 .12,29 287066 287066 19,13 '" " '" 0,175 "" 12044 0,04 '" 2890 0234 .00334 .2005 285061 285061 18.99 1.58 " I "0 0175 0183 110(19 ". '" 2690 ,,~ .00507 -3040 282021 2820.21 18,79 1,57 " '" 0175 0178 10664 '"' ,W 2890 ,,~ .00564 -3384 278637 2786.37 1857 1.55 " , , , , 2890 . , 1,53 , '00 0175 0175 10513 '"' '" 2890 0,234 .00569 _35.36 271602 1810 1,51 " '"" 0175 0175 10501 '"' "0 2877 0233 .00581 ~oo 266\\6 17,86 lA9 " '" 0175 0175 104,97 '"' .~ "" 0231 -0.0565 .U88 2647,28 17,64 lA7 " no 0175 0.175 'MOO 0" 4,38 "" 0230 .00548 --3289 2614,39 17.42 1.45 " '00 0.175 0,115 104,97 0.. .., 2816 om .00532 .3192 258241 17,21 ''" " I '" 0.115 0175 \0497 '" .,; 2797 0227 -00516 .30.98 255149 1700 '" " '" 0175 0175 10498 0.. .., 2778 0.225 .00501 _3007 252142 1680 \,40 " ,,. 0175 0175 l1J.4,98 OM .m "" on4 .00486 -2919 2.9223 16.61 U8' " no 0139 0163 97.70 OM ." 2738 02n -00590 .35,41 24~,62 16,37 \,36 " '" 0139 0147 8798 '00 '00 2711 0220 .00730 -4381 241300 1608 1,34 " '" 0139 0141 847'; om '" 2683 02ll 00761 -45,68 236U2 1577 1.31 " '00 0139 0139 836/ ""' '" 2655 .02\5 .00757 -45.0 2321,92 15,47 '" " I '" 0139 0139 8331 ""' 4.69 2628 0213 -0,07.1 _44,43 2277,49 15\7 '" " '" 0.139 0139 8'320 ""' '" 2601 021\ -00721 -4326 2234 2~ 14,89 '" " '" 0139 0139 8316 0" .,75 2576 0209 .00701 -4204 2192.19 14,61 '" " '" 0139 0139 6315 ""' 4,79 2551 0207 .00681 .4084 215135 14,33 1,19 " '" 0139 0139 6315 om .., 2526 0205 .00661 .39.66 211169 1407 ,n " '"' 0139 0139 83.15 0" .., 2503 0203 -00642 .38.52 201317 1381 '" " '" 0.139 0139 8315 om 469 2480 0201 -00024 .37.41 W3576 "" '" " I '" 0139 0139 83,16 ""' .., ,'56 "" <0000 _36,34 199942 1332 '" " '"' 01::n 0133 , " om 4 9~ 2435 0191 -o.08~3 .3880 l'Otl082 ""' '" 1,5 "" 0122 0125 75.22 ""' .., 2409 0195 .00098 -4190 191892 1279 '"' " '" 0122 0123 73.71 om '" 2384 0193 .00103 ..2,17 161876 1250 '" " 00' 0,122 0122 7320 '" '" 2359 0191 .00091 .4\45 183530 1223 '" " '" 0122 0122 "M om '" 2334 0189 _0061. .4043 1/9481 11.96 '" " "" 0122 0122 7298 om '" 2311 0181 .006~ .39.34 115553 1\,70 0.91 " I '" 0122 0122 n97 ""' 5,14 2288 0185 -00637 .3823 , , , vEld: " '" 0122 0.122 7296 ""' '" 2265 0,18' -00019 -37,15 " '" om 0122 7296 ""' '" <:>44 0182 .00602 -3610 '"' " '" 0122 0122 "" oO! '" 2223 0\80 .00585 .3508 '"' " '" 0122 0122 7297 om '" 2202 0178 .00568 -3409 ""' " 1000 0122 0122 7297 '"' 5,31 2182 0,177 .00552 .3312 10~E " 1010 0091 o 11~ "" om 5,34 2180 0,175 .00615 _3691 " I '"" 009/ 0.103 6162 '" 5,37 2135 017) _00703 -4216 " 1030 0091 0'" 5a.6 om '" 2110 017\ .00ll8 "" '" " Original Submittal I 1040 1J.097 0098 56.74 000 5.42 1050 "" 00ge 5650 '" 5..5 ,~ "" O.O~7 584, O,OJ 5.e lQI0 0"" 0097 5640 ". 551 1080 0.097 0097 5a.~9 ". ", '"'0 a.W] 0097 58.39 0,03 ", 1100 O.Q97 0097 56.39 000 ,eo 1110 0,097 0097 5639 00' '00 1120 0091 0091 58.39 00. '"' 1130 0,091 0,097 5639 00' 5.69 1140 0097 0,097 58.39 000 5.72 1150 0,097 0097 5639 003 '" 1160 0,097 0097 58.39 0,03 5.78 1170 O,C)97 0"" 5639 000 5.62 1180 0,097 0.097 S,U9 003 5.85 1190 0,091 0097 5639 0,03 56a 1200 0,091 0097 58..0 00. '" 1210 0,091 0097 5840 00' 5.95 1]20 0,091 0,097 5a40 00' 598 1230 0091 0,091 5840 00' '" \24{) 0"" 0,097 58.40 00' '" "eo 0"" 0.097 5840 00' ". "" 0097 0,097 sa.o 00' '" 1270 0"" 0.097 5640 00. ." 1280 0"" 0097 58.40 0,04 '" "'0 ."', 0,097 5640 0.0. '" "00 0,091 01)97 5B.40 0,0. '" 1310 0.091 0,097 58.40 00. 6.30 1320 0,097 0097 58.41 000 ." 1330 0",' OM! 5641 000 6.37 1340 0,097 0.097 5841 000 6.41 1350 0"" 0,097 5841 0.0. B.44 1360 0.097 0097 58 ~1 0.0~ ". 1310 0.097 0097 58.~1 0" '" 1380 0.097 0.097 58 ~1 0" '" "" 0.091. 0.091 58 ~) 0" ." 1~00 0.097 0.097 58.1 0" '" U10 0097 0.097 58 ~1 0" ." 1~20 OW 0.097 58..1 0" 6.71 "30 OW 0.097 58.1 00< ." 1..0 0.097 OOO7 58.01 00< "" 1~5o 0= 0"'" 38.9. 0", .., 1.60 0= Don 12.98 0" 6.82 1.70 1.:305 0.4.2 265.30 0" 700 1.80 0= 0582 3.9.1 0" 7.20 ,.90 ..= 0.19~ 116.07 0"' 727 "00 0.= 0"'" ~8.82 0", 729 1510 ,.= 0.022 12.9. ." 730 1520 0.= 0007 ..~1 0", no 1530 0.000 000' 1.44 '00 no '",0 0= 0.001 0'" ."' no 1550 .= 0",0 016 ... no "'0 ..00 0"'0 .., 00' no 1570 0= 0.000 0"' '00 730 ,,,. "00 0.000 00' .00 no 1590 .= 0.000 '"" '00 730 1600 .00. 0.000 000 '00 730 1610 ..00 0000 0"" 0.00 730 1620 ..00 0000 ."" ... no 1630 "00 0000 '"" 000 '" 1640 0.000 0,000 0.00 0.00 no ,,~ 0.000 0.000 0.00 000 uo '"'0 0.000 0000 ..0 ."' no 1670 0000 0= 0.00 000 no 1660 0",0 0.000 000 000 no 1690 0000 0000 "0 0"" '" "00 0= .= 0.00 0", '" 1710 0000 .= 0,00 0"" 7,~0 "''' 0= 0<'" 0"' 000 n. "" 0.000 ."'" "0 000 no 17~0 0"'" 0"'" 0"' 000 '" 1750 0.000 0"'" 000 000 7.30 "" 0"'0 0"'" 000 000 730 1770 0.000 000. 0.00 0", no 1780 0"", 0= 0.00 000 '" 1790 0000 0= 0.00 000 7,30 ,eo. 0000 0= 0.00 0"" 7.30 1810 0.000 0= 0"' 000 '" "w 0.000 000. 000 0", '" 1830 0.000 000. "0 000 '" 18~0 0.000 0000 0.00 0", no 1850 0.000 0= 000 0", n. ,.~ 0"'" 0= 000 0", no 1870 0"", ."'" 0.00 0", '" 1880 0."'" 0"'" 000 000 7.30 1890 0= 0.000 "00 000 '" '"00 0"'" 0.000 000 ."" no 1910 0"'" 0.000 000 000 '" 1920 0.000 0.000 000 ". '" 1930 0"'" 000. 000 0", no 1940 0.000 000. 0.00 ."" 7.30 1950 0000 0"'" 000 000 730 ,~ 0000 .= 000 000 7.30 1970 0.000 ."'" 0.00 0", 7.30 1980 0000 0"", 000 000 no 1990 0.000 0= 000 ". no I I I I I I I I I I I I I 2326 2323 13938.59 ~3Jl9 I I I I I 0169 -00710 -42.58 1376.99 137699 '" 0167 _0.069. _4162 133537 133537 "" 0165 .0.0676 -~o 53 1294.84 \29. 8~ "00 0163 -00657 -39 ~2 1255.~1 1255.~ \ ." 0161 -00639 -3833 1211.08 1217.08 8.11 0159 ~.0621 -3727 \179.82 117982 ,.. 0\58 -0 OOO~ .3623 11~3.59 1"3.59 '" 0.156 -00587 .3522 1108.37 1108.37 '" 0.154 -00511 -3.2. 1074.12 101412 '" o 15~ -00555 .33.29 10.083 1040.83 6.94 , 0.151 -00540 .3237 1008.46 1008.06 .n '''0 -00525 .3147 976,96 97698 6.51 , o 1~8 -00510 .30.60 94638 94638 '" , o 1~7 <"" -2976 91662 91662 6.11 , 0146 -00482 -289. 887.68 887.68 5.91 . 0144 -00469 .281. 85954 859.54 5.13 , 0.143 -0.0456 _27.37 832.18 83218 5.54 " 0.U2 -0 0~4~ _2661 805.57 805.57 5.37 , 01.0 -00431 .2588 77969 719.69 5.20 /JUg -00420 .25\1 75452 75452 5.03 " 0138 -00408 .24.08 130.04 130()4 ,.. , 0137 _0.0397 .23.81 706.23 70623 '" on6 .0.0386 .2316 66307 68307 "" , 0135 -0.0375 .2252 650.55 660.55 4.40 , 0134 -00365 .2191 63864 63864 4,26 . 0133 .00355 .21.31 61733 61733 '" . 0132 .00345 .20n 596.60 596.60 '"" 0.131 .00336 -2016 576.44 576.44 W , "''' -0.0327 -1961 55683 55683 371 , 0129 -C0318 _1908 537.75 53775 ". , 0128 -00309 _1856 519\9 51919 '" , 0127 -00301 .1805 5011. 501.1~ 3.34 , 0127 -00293 .1756 ~83.57 483.57 3.22 , 012ll -00285 .17OO 466.9 400.9 '" , 0125 _00277 .1662 ~49 86 ~4986 3.00 , 0120 -00270 .1617 433.69 4~3.69 2.89 0124 .0.0282 .1573 .17116 417.96 2.78 , 0123 -00255 .1531 .0265 402.65 "" om -00248 _1489 387,76 387.76 2.58 0122 .0.0241 _1449 37327 37327 2.49 012' -00235 _14.10 35918 35918 239 , 0119 -00544 _n.66 32651 32651 218 , 01\7 -OOSSl -57()4 W947 26947 ,"0 0126 03167 19000 45947 45947 '"' , 0138 04444 "'" 72611 72611 '"' 0139 00546 3278 75888 15888 '" 0137 -00727 -4384 7152. 7152. '" , o 13~ -01127 -6762 ~7.62 64762 ..32 " 0131 .01236 _74.17 573.S sn.5 3.82 , 0\27 -0 12~9 .1495 49850 498.50 3.32 o 12~ -01231 _1385 ~2. 65 42065 2.8~ " 0121 -01203 _7217 352..8 35248 2.35 0117 .Oll?2 .7032 28216 28216 1.88 o \ 1~ -0 1l~1 -6801 213.69 21369 1.42 , 0.111 -01111 ~"' 147.05 147.05 0.96 0108 -01081 "'"' 8219 62.19 0.55 0105 -01052 6313 1906 '""' 0.13 0.10. .01()44 -6261 ",0 '00 000 0104 -0.10U -6261 0," 000 ~ 0104 -Ol()44 -6261 0'" .00 000 "''' -Ol()44 --6261 000 0'" 000 0.104 -Ol()44 -6261 "'0 .'" 000 "''' -01[>44 -6261 "'0 .00 000 010. -01044 --6261 0'" .00 000 "''' -01044 -6261 0'" .00 000 010. -010.4 -6261 0.00 0"' 000 "''' -0 104~ -6261 0.00 000 000 "''' _01044 -62.61 0.00 0"' 0" "''' .01044 -6261 ", 0" '00 0104 -O.1()44 -626! 00' '00 000 "" -O.1()44 -6261 "" ",0 000 010. .0'()4. -6261 0.00 ",0 ",0 DID' -0. 10~~ --6261 ." 0,00 0"" "''' -0.1044 -62.61 ",0 ",0 000 "''' .0. 1()4~ -6261 ODD 0.00 000 "''' _01044 -6261 0.00 0.00 '00 "''' _01044 --6261 00. 0'" 000 010' _0 104~ --6261 00. "'0 000 "''' .0 1()4~ --6261 0'" "'0 000 "''' -O.10~4 --5261 000 000 000 0104 -01044 -6261 0.00 0.00 0.00 0.104 -O1()44 -6261 "'0 0.00 .00 0104 .O.IOU -6161 000 "'0 000 0104 -01044 -6261 "'0 0.00 0.00 010' -0 10.~ -6261 "'0 0"' 0.00 "''' -n 1()4~ --62.61 0'" 0.00 "'0 0.104 -01044 -6261 0.00 0.00 0'" 0104 -0.10.4 -62.61 0'" 000 0"" 0104 -0. 104~ -6261 ODD 000 0.00 0100 -0.104. -6261 000 000 0'" OlD' -01044 -6281 000 '.00 0.00 0104 _01044 -6281 0.00 0'" 0.00 0104 -010.. .a2.61 0.00 0.'" 0'" 0'04 .01044 .a2.61 0," '00 000 0100 -01044 .a281 000 ."' 000 0\00 _010'4 -62.61 "0 .00 0.00 208' - WOO 2012 1990 1968 "'" 1926 '""' 1886 '" 1809 '"' '" "" ". ". '" m tlrl/ "0 '" 1678 '"' '" '" '" 1616 ". "" ". '" '" '" '" '" 1525 '" 1508 1500 1492 '" '" 15.9 "0 1722 1696 ''" '" '" 1529 "" '448 1~09 m 1334 "w 1288 1288 1288 1268 1288 1286 1288 1288 \288 1288 \288 \288 \288 \288 1288 \288 \288 \288 1288 1288 \288 1288 1288 1288 1288 1288 1288 1288 1288 1288 1288 1288 1288 1288 12ee 1288 1288 1288 1288 0'76.G;' 074 1.5 0.72 15 0>081" 0.68 15 0.66 15 o 6~ 1 5 062 1.5 0.60 15 0.58 1.5 0.56 1,5 0,54 1.5 053 1.5 0.51 1.5 048 1.5 0.48 1.5 0.46 1.5 0.45 1.5 D.~3 15 042 1.5 0." 15 039 1.5 038 15 037 15 035 15 034 1.5 0,33 15 0.32 1.5 031 1.5 030 1.5 029 1.5 0.28 15 0.27 1.5 026 15 025 1.5 024 1.5 02] 15 0.22 1,5 022 1.5 021 1.5 020 1.5 018 1.5 015 1.5 026 \,5 0.0 1.5 042 1.5 040 1.5 036 15 032 1.5 028 1.5 024 15 020 15 018 1.5 0.12 1.5 0.08 15 005 15 001 1.5 000 15 000 1.5 000 15 000 15 0.00 1.5 000 15 000 15 000 15 000 15 0.00 15 0.00 15 0.00 1.5 ODD L5 000 1.5 000 1.5 ODD 1.5 000 1.5 000 15 000 1.5 000 1.5 ODD 1.5 000 1.5 000 1.5 000 15 ODD 1,5 ODD 1.5 0.00 1.5 0.00 15 ODD 1.5 0,00 1.5 0.00 1.5 0.00 1.5 0.00 1.5 0.00 15 ODD 15 ODD \5 ODD \,5 000 15 000 15 15/ I',' '-.~ -" ," r_ I , i Date Received: AUG 1 0 2010 Original Submittal I I I I I I I I I I I I I I I I I I I 1~2.- I___._.__~_____~______.._._._____________n.n__... -..-----------.-----------..------------.------ Center Infiltration Pond Depth 1.80 ___n_~___._____ 1.60----i~---------n---un-- 140! I - -----~-'. . . :-----;i-.-----~------.----.- 2' 1.20 ~--i--u-n--------------- ;; 1.00 L----i~---------- ___n_ C. 0.80 L_J~____ ._n__nn___ ~ 0.60 i__I______ n____ , OAO _n n.__n_________ 0.20 ,--.-.--- 000 -100 "n. n-------n---.-:~Pond Depth!-i I I; I . ~~x_[?_eEtt:U' 100 700 1100 1300 1500 300 500 900 Time (Minutes) Center' Infiltration Pond Inflow and Infiltration Rates 1.000 ___-...-----.-..------n--------- .._______._._ -----....--- -. _nun._n_nn_._ ..- i 0.900 0.800 . ---i- .._.n______ Iii 0.700 ___+__n.________ t 0.600 ___L_..... ~ 0.500 ~ OAOO u: 0.300 --"'--inn - ------.-- 0.200 ' 0.100 0.000 .----. -~----.----_----- ---.- __u_.n.._...______.____ _n_....._.___ -100 . ..- i ~ Runoff , - . Infiltration [-- I -l - ---- -- ..-- j----------------- -. -- 100 300 700 1100 1500 1300 500 900 Time (Minutes) Date Received: AUG 1 0 2010 Original Submittal I /It;2, I I I ~::~~~~~ A1lbWiibie it~t~~~ 0 0 0.00 000 M' 0 0.00 000 000 0 ,. " 0000 0000 0 000 000 M' 0 -00442 -2ll.54 0.00 000 000 0 " I W 0000 0000 000 000 000 M' 0 -0.0442 -26.54 000 000 000 000 ,. ~ 0000 0.000 000 0,00 0,00 M' 0 , '()0442 .26.54 000 0,00 000 000 ,. " 0002 0,001 O~ 0,00 0.00 M' O_O~~ ,,(),0437 _2620 0,00 000 0.00 000 " ;0 0,005 0003 1.52 000 000 M' 00," -0_0417 -25.02 0.00 000 000 0.00 ,. " 0.000 0005 '" 0.01 0,01 ~ 0.044 -0_0388 -23.28 0.00 0.00 000 0.00 " " 0,011 0008 4,97 0"' 000 M' 0,044 _00360 -21.57 000 000 000 000 " " G.013 0,011 ,~ '" 0,03 '" 0,044 "()O33~ -2004 000 000 000 0.00 ,. '" 0_015 0013 7.84 001 O~ M' 0.044 -0,0312 -18.70 000 000 0.00 000 ,. I '00 0,017 0.015 '00 000 000 '" 0,044 -o.0Z93 -17.55 000 000 000 0.00 ,. "0 O,U2~ 0018 10.94 000 0.00 M' 0,044 ~"'" -15.60 000 000 000 000 ,. '" 0,025 ,m 1321 000 0.11 ." 0,044 -00222 _1333 0.00 '00 000 '.00 ,. '" 0.027 ()O24 146{! aDJ 0.13 '" 0044 ..()Ql9B _1186 000 0.00 000 0.00 ,. 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" " " " " " " " " " " " " " " " " " " " " " " " " " " ,., " " " " " " " .. " " " " " " " " " " " ,., " " " " " " " " " " " " " " " " " " " " " " " " .. " " " " " " " " " " " " " " " " " " " " Date Received: AUG 1 0 2010 Original Submittal I I I I I I I I I I I I I I I I I I I I 1.60 1.40 1.20 g 1.00 .s 0.80 a. ~ 0.60 OAO 0.20 ,0.00 -100 OA50 OAOO 0.350 Iii 0.300 u. U 0.250 - :: 0.200 o u. 0.150 0.100 0.050 0.000 r-- -100 Center Infiltration Pond Depth ~ Pond Depth --- Max Depth 100 300 500 700 900 1100 1300 1500 Time (Minutes) Center Infiltration Pond Inflow and Infiltration Rates ,---: - I ~ Runoff I . Infiltration - , I , ........-::: '7 ./ . 100 300 500 700 900 1100 1300 1500 Time (Minutes) Date Received: AUG 1 0 2010 Original Submittal 2'V/ /'V.,l. I 2-% '(./2., I I I 0000 .= . '00 '00 . '.0000 '00 0.00 '00 .00 " " ..= .= . . 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'00 0.00 000 o,ou --O.()442 .26.54 '.00 0.00 0.00 0044 -0.0442 _26.54 '.00 000 0.00 0044 -0,0442 -2654 '00 0.00 0.00 00~4 -0,0442 _2654 '.00 0.00 0.00 0.044 --00442 _26.54 0.00 000 000 0.044 .Q.0442 _26.54 '.00 000 0.00 0044 .Q.O~42 .26.54 '00 000 0.00 '00' oo, "" "'" '" ~, n" '" ." '" '" '" '" '" '" ~o '" '" '" '" '" '"' '" m n, n, ,~ '" '" '" '" '" ,~ m m '" '" '" '" '" "" '" ,n '" "" '" '" '" '" "0 ,~ "0 ... '" '" ,~ '"" '" '" ~, ~. ~, ~, ~, ~, ~, ~. ~, ~. ,., ~. ~, ~. ~, ~, ~, ~, ~, ~. ~. ~, ~, ~, ~, ~, '~, ~, ~, '" ~, ~, ~, ~, ~, ~. ~, 0" 0.74 0.71 '" 0,67 0.65 0.63 0" 0." ." ." 0.55 053 0.52 ''" 0.49 0.49 .." 0.45 044 043 042 0,41 040 0.39 0.311 0.37 0" 0.35 O~ 033 032 ." 0.3t 0.30 ." .~ 0.28 0.26 ." .~ 0.25 ,." 0.33 049 0.51 048 0.44 0.40 ." .." 0.28 '" 0.20 0.16 0.13 ." '" 0.03 '.00 00' 0.00 0.00 '00 0.00 '00 0.00 0.00 '.00 '.00 '.00 '.00 000 .00 .00 0.00 000 000 000 OM 0.00 0,00 000 0.00 .00 '.00 .00 000 0.00 0,00 000 0.00 0,00 0.00 0.00 0.00 ').(..y . /7'2... " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " ., " " " " " ., " " " " " " " " " " " " " " " " " " " " " " " " " " ,., " ,., " " " ., ., " " " " " " " " " " " " " " " " " " " " " Date Received: AUG 1 0 2010 Original Submittal I I I I I I I I I I I I I I I I I I I ~' 2:::;/ 0-2..- Center Infiltration Pond Depth 2.00 1.50 ~ - .s 1.00 a. Gl Cl 0.50 ~ Pond Depth .~ Max Depth 0.00 -100 . 100 300 500 700 900 1100 1300 1500 Time (Minutes) Center Infiltration Pond Inflow and Infiltration Rates 0.500 .0.450 0.400 ;jj 0.350 ~ 0.300 - 0.250 ;: o 0.200 ii: 0.150 0.100 0.050 0.000 -100 J ~ Runoff E . Infiltration f 'I .J ,............ ~~' --:;;;;' . c ~ 100 300 700 500 900 1100 1300 1500 Time (Minutes) Date Received: AUG 1 0 2010 Original Submittal I 2% tl2_ I I ''''''4'<0.42$''''1> ''''"*,100-O.i:t:~'' I '01 '" '" '" ,'I (to) PO) (11) 111b) 1!2) InSlant Incremental Incrementol Cumula'..e HQ(;ZMlal M.. I~flow_ Inc,em.nlal SIOJ'M Stored C~mulalive Cumulati...". 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'00 '00 000 00" _00442 -:?US, 000 '00 "0 o~, -00442 ~~" '00 000 ". 004' _0.0'42 .~" '00 .00 0.00 114a 1130 1112 ,~ '000 '00' 1050 1036 1022 '00' .00 '" on "" '" ~o '"0 ." "0 ~ eo, ..' '" ". .. ." ~ ." ." " " "" "0 '" m '" '" '"' '" ". m '" no '" " ." " ... .. '" ". '" '''' ,~ ,"0 on '" '" '" '" on '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" "" '" ". '" '" "" "" '" '" '" '" '" "" 0.97 1.5 095 1.5 092 1,5 090 15 067 15 085 15 OB2 \5 080 1.5 076 15 016 15 074 1.5 072 15 070 15 0.66 1.S 057 15 065 1.5 0.63 15 0.62 1.5 0.60 1.5 059 15 058 1.5 056 15 0.55 15 054 15 052 1.5 051 1.5 050 1.S 049 1.5 04a 15 041 15 04e 15 045 15 044 15 0.43 1.5 042 15 042 15 0., 15 040 15 039 \5 039 1.5 0.36 1.5 036 1,5 033 1.5 045 1.S 062 \5 o 64 -----rs 061 \5 057 15 052 15 04a 1.5 043 15 039 15 0.34 1.5 0.30 15 O:?U 15 0.22 1.5 O.la 1.5 O.lS 1,5 0\1 1.S 006 1.S 0.05 1.5 001 1.5 000 1.5 000 \.5 000 IS 000 \5 000 1.5 000 15 000 \5 000 --:r5" 000 L5 000 15 000 \.5 0.00 1.5 000 \.5 0.00 \5 0.00 15 000 15 000 15 000 1.5 000 15 ODD 15 0.00 15 000 1.5 0.00 15 000 15 000 '.5 000 15 000 1.5 000 1.5 000 \.5 0.00 L5 000 1,S 000 15 0.00 1.5 ODD 15 2}(; Y'2 Date Received: AUG 1 0 2010 Original Submittal I I I I I I I I I I I I I I I I I I I 20' /tpL --"---_.._--, Center Infiltration Pond Depth 2.50 ..----.~----_.._-~--~-..--.--~.-..~--..---.-----------.---------, 2.00 ~ - :=. 1.50 .t: - g. 1.00 Q 0.50 0.00 -100 0.600 0.500 en 0.400 l.L. ~ 0.300 ;: ::. 0.200 0.100 '-.m---i---- ...- ".....--- I I I . I i-_...___.!---____.__ r......_.-.m_-~I , . --1- Pond Depth 1-1 ! -4- Max Depth 1_-, nut i ! 100 900 1500 : ! 1100 1300 300 500 700 Time (Minutes) Center Infiltration Pond Inflow and Infiltration Rates ",' - ;-----._.,_.._--~ - Runoff : .., . Infiltration! ......_1 ......__L..._......_ , I --i--------- ! .---....:---- 0.000 ;-- -100 -----------...,......--..... . . 100 300 500 700 900 1100 1300 1500 Time (Minutes) Date Received: AUG 1 0 2010 Original submittal I I I I I I I I I I I I I I I I I I I '?-9\ I IL! 2." Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: East Side Baptist Ch Comment: pipe 1 Solve For Actual Depth Given Input Data: Diameter. Slope. . . Manning's n. . Discharge. 0.50 ft 0.0100 [tift 0.013 0.44 c[s Computed Results: Depth. Velocity. . Flow Area. Critical Depth. Critical Slope. Percent Full. Full Capacity QMAX @. 94D. . . . Froude Number. 0.33 ft 3.16 Eps 0.14 sE 0.34 ft 0.0096 ft/ft 66.68 '0 0.56 cfs 0.60 cfs 1.03 (flow is Supercritical) Open Channel Flow Module, Version 3.42 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * WaterblJry, Ct 06708 Date Received: AUG 1 0 2010 Original submittal I I I I I I I I I I I I I I I I I I I '<0/ U // I' /- j',i- Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: East Side Baptist Ch Comment: pipe 2 Solve For Actual Depth Given Input Data: Diameter _ _ _ . _ _ . . Slope. . . _ . . . . . _ . Manning's n....... Discharge..... _.. 0.50 ft 0.0100 ft/ft 0_013 0.4.4 cfs Computed Results: Depth. . . _ . . . Velocity _ _ _ . Flow Area_ _ . . Critical Depth_. Critical Slope.. Percent Full.. _ . Full Capacity... QMAX @_ 94D _ _ . . . . Froude Number_ 0.33 ft 3.16 fps 0.14 sf 0.34 ft 0_0096 ft/ft 66.68 % n.56 cfs 0.60 cfs .1..03 (flow lS Supercritical) Open Channel Flow Module, Version 3.4.2 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Date Received: AUG 1 0 2010 Original Submittal I I I I I I I I I I I I I I I I I I I Circular Channel Analysis & Design Solved with Manning's Equation 0\/ /I.tL Open Channel - Uniform flow Worksheet Name: East Side Baptist Ch Comment: pipe 3 Solve For Actual Depth Given Input Data: Diameter. Slope. . . . . . . . . . . . . Manning's n....... Discharge........ . Computed Results: Depth. . . . . . . . . . . . Velocity......... . Flow Area. . . . . . . Critical Depth.. Critical Slope.... Percent Full...... Full Capacity.. QMAX @.94D... Froude Number. . . 0.50 ft 0.0100 ft!ft 0.013 0.37 cfs 0.30 ft 3.05 fps 0.12 sf 0.31 ft O. DOSS ft!ft 59.28 'k 0.56 cfs 0.60 cfs 1.0S (flow is Supercritical) Open Channel Flow Module, Version 3.42 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 0670S Date Received: AUG 1 0 2010 Original Submittal I I I I I I I I I I I I I I I I I I I JL/ /7'.1.. Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: Eas t Side Bapl: iSI: Ch Comment: pipe 4 Solve For Actual Depth G~ven Input Data: Diameter. . Slope. . . . . Manning's n. . . Discharge. . . . . 0.50 ft: 0.0102 ft/ft 0.013 0.36 cfs Computed Results: Depth. . . . . Velocity. . Flow Area.... Critical Dept:h. . Critical Slope. Percent Full. Full Capacity. QMAX @.94D... Froude Number. . 0.29 ft 3.06 fps 0.12 sf 0.30 Et 0.0087 ft/ft 57.87 % 0.57 cfs 0.61 cfs 1.10 (flow 1S Supercritical) Open Channel Flow Module, Version 3.42 lc) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Date Received: AUG 1 0 2010. Original Submittal I I I I I I I I I I I I' I I I I I I I J'j ~.! Circular Channel Analysis & Design Solved with Manning's Equa.tion Open Channel - Uniform flow Worksheet Name: East Side Baptist Ch Comment: pipe 5 Solve For Actual Depth Given Input Data: Diameter. Slope. . . . Manning's n. Discharge. 0.67 ft o .0100 ftift 0.013 0.73 cfs Computed Results: Depth. . . . Velocity. . . . . Flow Area. . Critical Depth. Critical Slope. Percent Full. Full Capacity. QMAX @.94D. Froude Number. 0.37 ft 3.62 fps 0.20 sf 0.40 ft 0.0078 ftift 55.60 %" 1. 22 cfs 1.32 cfs 1.16 (flow is Supercritical) Open Channel Flow Module, Version 3.42 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Date Received: AUG 1 0 2010 Original Submittal I I I I I I I I I I I I I I I I I I I Circular Channel Analysis & Design Solved with Manning's Equation Open Channel ~ Uniform flow Worksheet Name: East Side Baptist Ch Comment: pipe 6 Solve For Actual Depth Given Input Data: Diameter. Slope....... Manning's n.. Discharge. . . . " Computed Results: Depth. . . . . . . . . . . Veloci ty. . . . . . . . Flow Area. . . . . . . . . Critical Depth... Critical Slope.. Percent Full. . . Full Capacity. . . QMAX @. 94D. . . Froude Number. . 0.67 ft 0.0100 ft/ft 0.013 1.10 cfs o .50 ft 3.93 fps 0.28 sf 0.50 ft o . 0100 ft/ ft 74.05 %- 1.22 cfs 1.32 cfs 1.00 (flow is Critical) ]It "ki:L Open Channel Flow Module, Version 3.42 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, ~a~~~ceived: AUG 1 0 2010 Original Submittal S7'(AOtfdd'( J..:JN30'( 1trJI~.uns. 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AI-C lilIES UGHTING PAm:RN l"tPJC<L /JSrIrJ,lD?ICANElECrRIC UCHTINCAI-t I 1) DOUBLE CHECK QUreTOR (DCDA) &. FIRE DfPAR7lA[NT CC>><N[CnON (FDC) $HAll IXJNFORlA TO PUBuCjPRlVArr AGENCY RfO/JIR[/,I[NTS HAVING .RJRlSDICTlON_ 2) flC!>A AND VAULT lNSl"AilATlON SHAH l,jE[1 SA1[ OF OREGON DrPARTlANH OF HUUAN RESOURCES, <It HEAl TH [)J\1lSJON . REQUIREMENTS. OSHA APPRDIfll GALVAN!lfD Willi I./OUNTCH,IilBff?u.DDfR '," JlTJtnrf/8UJlH!CKf'Ol'tf:Al<fJONATE2 IIWi.W. RESISTANT SHlEUJ WITH 5f) mm ;!')SPACE BE.TWrrN lINS AN{) sriw. SH/EW REOVIREO UMESS OmENWISE NOfrD (EJ7HlRsrru: SHlEUJAC!:CPTAf.II.E) I ~ I J) CCNCJRACTOR SHALL HAllfNUrnCDA TfSTF:D AND CERTlFlffi flU Y fllNCTlONAl ACCORDiNG TO UANUFACTURER $ProFlCA TlONS PRIOR TO ACCEPTANCE BY OWNER. 4) roc S/-IAU NOT EXIT THROUGH THE TOP OF THE VAULT. 5) AlL PIPE PENE11?1oI1ONS THROUGH THE VAULT SHALl BE WATfRTlCHT, PROWDE NON-SHRINK GROUT OR UNK SEAL AS REO'D 6) BENDS, CROSSES AND TEES $HALL NOT BE INSTALlED WITHiN 5-FEfT FROLI THE EXTERiOR OF mE VAULT. 4-00JB/ECHfCK DfTECTORASS[l/BiY (lIlLKINSUODHJ5lJU.) CAST-IN-PLACfCONCRET[ fHRUSTCCliARlI11H RETAlNfRGU.NDCEJ;TERfIJlIi CONCRill(TYP.B01HENDS) , FlRESPRlNKlLR ROOI I 7) THE VAUL T SHAll. UEET OR EXCEED AS1lI C-857. AU VAUL T CONCRETE TO BE 4,500-PSI AT 28-DAYS. REBAR TO BE ASTl./ A-615 GRADE 60 8) FURNISH & INSTAU 1/4-HP SUMP PUilP AND HIGH-WA TER ALARM SYSTEM. 9) SUUP DiSCH),RGE SHMl BE PWI.IBED TO GR)'lAlY STOR/,/ DRAIN PER IBC REQUJRD./ENTS E'.(TEtIDf'lPfTOfJRESPRiNKLERROOU, PRDVlDEFlG PiPE TrRI.IINUS k 8LJNDFLG. COCRWNA1ECONNECT!ONI\l1J-jI./ECH,l,NiCM "'Em I PLAN ~ ~ ~ ~ ~ ~ ~ 8 , . - "'<<i "'''' , 0 MA.'NTAlIl ~~ MINIMUM 3' CLEAR ~ PROVIDE COMPA TlBLE SPRiNG-ASSISTED LOCKING DOUBLE -DOOR GAL VANJZED DIAMOND PLA TE ACCESS HA TCH. I%UIN. c=Jl ~Fi!lE DEPT. CONNECTION SET ]6- UY M/O\t[GRADEUNLESS01J-jERMlS[ RfOUIREDBYfJREDEPT. ~:,rr:; :;:;:'A~r;: g, UH BULB WATTAGC AS ON PUNS 10) PO~R CONDUCTORS TO ENERGIZE EITHER SUUP PUMP OR SUPER1iI5DRY MONITORING EOUIPUENT SHAil Bf: ROOTfD IN RIGID CONDUIT. PRO\ljDE SCHEDULE 40 PIrt aJNDUIT DR APPROVfD. COORDINA TE lllTI-I FIRE 5UPPRESSlON, UEO!ANlCAL AND ELECTRlCM $HEns. II) PROVIDE THRUST BLOCKS AT FITTING LOCATIONS PER AlIoWA STANDARDS (THRUST BLOCKS NOT SHOWN). 12) BACKFIl.L AROUND VAULT USING CRUSHED ROCK IN PA\of'D OR SIDEWALK AREAS, OR NA1JII[ 1.I),1[RIALS IN LANDSCAPf ARfAS. 13) TRACER ItlRE SHAil EXTEND INTO VAULT AND TERUJNA1E. PROIADE ADEQUATE FRfE WIRE TO EX1END lB- OUTSJDE OF ACCESS OPfNlNG. COIL lllRE AND SECURE ItlTH NON-CORROSI\of' FASTfNfR ABOvr PiPf PENETRATION. 14) BACKfl.OW AS5E:J,IBUE5 SHALL HAV[NUEWA1fRTIGHT PLUGS OR CAPS INSTALLfQ ON Ail 1f51 COCKS. 15) iDENTIFICATiON SI(;I,JS SHAil BE PROVlDW AT EACH VAL\t[ TO 'NDJCAT[ Irs FUNCTION AND 11'/-I), T IT CONTROL$. 15) PRECAST CONCRETE VAULT SIZED PER BFP MANUFACTURER'S REQUIREMENTS ANO WATER DEPT. RECOf.lMENOATlONS. 17) CLEARANCE PER MANUFACTURER'S REQUIREMENTS AND WATER DEPT. RECOMMENDATlONS. 18) EI\CT-I \lALVE S)--\All )--\AVENUEIOENllFICA TlON SIGNS INDICATING ITS FUNCTION & v.H^T IT CONTROLS 6.7.4 6" UF1; J/4" MINUS COI.IPAC1EDCRUSHfDROCK rfX1ENDE/ECTRICALCONDUlT roVAULJ;COORDlNATEIilTH ElECTRICAl. CONTRACTOR F~, ,"- (6-J!rJ I ~.l (8'") :50 mm(2"PlPE' ADAPTER I OSkY VALI,(S IMIH SlJPERIASOR'I' TAUPfRSIlITCHES(VEI?IfY COUP),1JB/UTr 1II1H UECHANJCAL SYSTEUS) Y\/LJ't GALVANIZ[D STfH POlE OR AlUUI/IIUU POlE (4 mmAlWYWBC) suoom ANOIJaUJ FINiSH AS SPECIFIED. 110 XHrf1l' -- TOWUlNAIfIC I SVUPPUlJPlII1HPDIl{"/? SVPP1Y.PRO\llDfSVUPPULlPALM'JJ. CDNTRACTDR TO COORDINATE IIImBUILDlM;CONTRACTORTOCDNNfCT SVUP PUIIP 10 BUILDiNG pam? IN LINE FIISE: IiOUJCR INSULA frD GROUND BUSHIN(; BOU covtR /76 x 127 HMlDHO/.E (3" X S7 fEN'/!''flJavDEO CoPPER WIRE 9lJElfAlK&i'ISl.AND SURFADN(; -;..-----HOl.OOOIm NUT AND WAS/ICR ROUT AS REQuiRED , ~:s '"}:;: lOP 102mm (4'JOF CONCRnEFOUNIJA.OON SHALl BCSOUARE;REUlJNINCDEPJfI ~rBCROIHlDORSOl.JARC (4) fiJ BARS I Boa SOUARE [J('{,~) BOlTClRCU 229-254 rom O;/(9"TDIO'J 457 m (9-3/4" BASC SOUARC . . ;.'~" (4) "NCHORBOlT5(ASfUAJ()l} Fl1!O" GAl.V"N:fl at:,(/'Wflff2"r::/, 1l2.6mn'{3-1/4'JHo/JK. .J4 HDOPSDN3OSmm CENffRS. (IJ'J 76mm UN CLEAl/ANCE(rrP.)(J"j leij I PROVIDE CQUPATlBLE flANGE SUPPDR1S SECTION FIRE PROTECTION DOUBLE CHECK DETECTOR BACKFLOW PREVENTER NOT TO SCALE ..:.c;:<",.:, E?il !l/?I{['clOLE 4,000 PSI CONCI?Hf FOUNDA TiON (PLACC IN ONE POUR) ~ !!o{'I;FllJNLET DETAIL PARKING AREA Wl-EEL STOP ~:' "I " - ~ ~~ ~o 0,' .1 ~ '" '" ~ ~ .., , ' ~ ~ I NOT TOSCAlL COPPERwnD GROUND ROD 16 mm X 3 m UIN. ' ~,fk/A/fcJsl&lZ; CLAMP. STEEL AND ALUMINUM POLE INSTALLATION KETPlPE SEE SlHT C5 FORSflE& ffi FOROUTFALL\fY NATlVESDIL I 24' OF PLANTING SOL DEPTH I INFILTRA.'170N BASIN CROSS SBCTlON 'SEELAMJSCAl'fIJRafTECTPLANSFOOPLANfNJAMJSOLRECURED I ~ fMfoN/l.ARDEN SECTION rA,", PARKWG AREA WHEEL STOP OR CURB WITH CLfT-DUTS I PARKING AREA wHEEL STOP OR CURB WfTH CUT-OUTS PERMEABLE FLTER FABRiC I STORM Pff SIT SHEET C5 FOR SIZE I 4s---J-- 8 r== IT 1~4~T~ffi'ml 24' OF PLANTING SOL DEPTH NATIVE SOl.. I INFU:rRATlON BASIN CR08S SECTION 'SEE UJDSCAK ARC1ITECT PlANS FOR PlANING AM) SOL REOtIiEO nrL~:"1,,1 Submittal _~. '"-,J _,. IEiil RAINGARDEN SECTION NOT TO SCALE Date Received: AUG 1 0 2010 ~ z o Ii' ~" Zo o~ ViO >6 ~~ ~ ~ o ~ ~ o '" "- "- -< >- '-' Q '" -< I- Lu Lu :J: (J1 z ~ ~ I " " ~ " .5 ,~ i <0 !ilg;; co ~ ~ f,; o 5~! ~~..:f:: ~ a~I ~ ~ , ~ ~ 0 "" " : 0 " ~ .~~ ~ ~ '5 ~ o ~ . " ~ l : "" "" 'C '" '" "" 's;, "" "" .c: co "" '" '-< "" -~ ~ ~Jl ~ ~"'-a'i" g.g~~ "",'" <>~ Jl ~~.; ~ I AUGUST 2010 DATE SCALE DRAWN BY DESIGNER AS NOTED JLB RF CH~C{ED RF ~~DJfffJ 09-077 SHEET NO, e8 OF SHEET(S) ---------------_._-- 5.0 4.0 Zone 7 3.0 S I\A..\I\ \0 '(( "" I.CJ 2.0 -.j L :J o 1:. "- U) 1,0') CD/,r- 1:. -... gl.O .: 0.9 ~ 0.8 Vl 0.7 Z ~ 0.6 Z 0.5 -' -' ...; I..i... Z - ...; cr. 0 .., ciS' 5' 0 ~ en )> II) - c: c::: CD CT en 3 ::u => CD ~ <::> !!!. 0 "-> CD <::> :;;::. - <::> CD c.. 0.4 0.3 0.2 0.1 RAINFALL INTENSrTY -' DURA TION - FREOUENCY CURVES - 4 5 6 7 8 9 10 15 20 25 30 40 50 60 70 80 100 RAINF ALL DURA T[oN. Minutes 150 200 300 400 100 Y.... 50 Y.... 25 Y.... 10 Y.... 5 Y.... 2 Y.... ..t ~ ~ I I I I I I I I I I I I I I I I I I I @ Principals M. Lane Branch, PE Damien Gilbert, PE Renee D. Clough, PE, PLS Rene" Fabricant, PE, SE Ronald J. Derrick, PE, GE James A. Branch, PE, PLS Branch Engineering, Inc. Salem Engineering Office (503) 779-2577 147 Commercial Street NE, Suite 10 Salem, OR 97301 Corporate Headquarters (541) 746-0637 310 5th Street Springfield, OR 97477 www.BranchEngineering.com August 3, 2009 Mr. Len Arnie East Side Baptist Church 4045 Commercial Avenue Springfield, Oregon 97477 RE: INFILTRATION TESTING RESULTS 4045 COMMERCIAL A VENUE SPRINGFIELD, OREGON Introduction Branch Engineering, Inc (BEl) has performed on-site testing for the purpose of assessing the rate of storm water infiltration in the near surface soil conditions. A previous geotechnical investigation report dated June 4, 2009 has been prepared by BEl for this site. Field testing for this infiltration study was conducted on August 3, 2009. Proiect Location and Descrivtion The proposed project is to consist of developing the paved parking areas for the associated new sanctuary building to be constructed on site. The site is relatively flat and is currently covered with grass. Site Exvloration The scope of the field work consisted of advancing two (2) exploratory hand-auger borings on August 3, 2009, one (B-1) at the west comer of the property straight out from the first baseline of the baseball field, and the other boring (B-2) in the southeast portion of the property. The soil in the borings consisted of silty clay with rounded gravel; a more detailed description and deeper logging of the soil stratigraphy is provided in our previous geotechnical report. The d\a?th ofJ;he " d" hand-auger borings was dictated by refusal of the auger in the gravel. uate ReCeIVe " Subsurface Soils and Geolol!Y AUG 1 0 2010 The near surface soils within the project area consist of Pleistocene age unconsoli~ :Stl!Iimittal consolidated alluvial terrace deposits of clay, silt, sand and gravel from lacustrine and fluvial environments. The NRCS Web Soil Survey maps the east side of the site as part ofthe Oxley- CIVIL STRUCTURES TRANSPORTATION GEOTECHNICAL SURVEYING I I I I I I I I I I I I I I I I I I I East Side Baptist Church - Infiltration Testing Project No. 09-060 Urban land complex and the west side as Awbrig-Urban land complex, both of which are described as poorly drained silty clay loam with gravel in the Oxley complex. Groundwater From our previous site investigation, ground water was encountered between 4.5- and 6-feet below the surface. Well logs from within one-half mile of the site indicate that the depth to ground water in the site vicinity ranges from 9- to 17-feet. Infiltration Testing Based on our field-testing, the near surface vertical hydraulic conductivity varies from 0.6- to 1.4-feet/hour at the two locations tested. The analysis and infiltration test results are presented below. The rate of infiltration for a soil of given permeability is primarily dependent upon two factors, the area over which infiltration occurs and the pressure head. Using the following vadose zone equations, an estimated vertical hydraulic conductivity and rate of infiltration is presented in Table 1. A factor of safety has not been applied to the calculated hydraulic conductivities. Vi~Ki where: V i is the rate offall in the water height i = H" + Lf - bg Lr K is the hydraulic conductivity i is the head loss Lr is the depth of the wetting front Hw is median water height V wt is the total volume of water infiltrated fis the fillable porosity (assumed to be 35%) Lr= ---.Ywt_ Axf q~KiA q is the average rate of water infiltration (volume/time) A is the infiltration area he, is the critical pressure head of soil for sidewall wetting (assumed to be 0 inches) (Bouwer, 1978) The soil material is assumed to be laterally homogeneous and sidewall infiltration is negligible as a plastic standpipe was used for containment of the water infiltrated. Date Received: AUG 1 0 2010 Original Submittal I' I I I I I I I I I I I I I I I I I I East Side Baptist Church - Infiltration Testing Project No. 09-060 Summary of Field Infiltration Test Results The results of our field test are swnmarized below; no safety factor has been applied to this data: Table I: INFILTRATION TEST RESULTS Test Test Depth Drop in Water Calculated Vertical Rate of Location (inches BOS) Height (in/min) Hydraulic Conductivity Infiltration (ftIhr ) (gal!hr/sf) HA-I 24 0.3 1.4 II HA-2 24 0.13 0.58 4.6 Conclusion BEl concludes that site soils in the upper 2- to 4-feet of the site have a moderate rate of infiltration. It is expected that the rate of infiltration will increase with depth as the percentage of sand and gravel increases; however, the ground water level is also present near these depths. Limitations The conclusions and recommendations described in this report are subject to the conditions described in this report and are intended for the exclusive use of the addressee and their representatives for use in design and construction of the development described herein. The analysis and recommendations may not be suitable for other structures or purposes. Services performed by the geotechnical engineer for this project have been conducted with the level of care and skill exercised by other current geotechnical professionals in this area under similar budget and time constraints. No warranty is herein expressed or implied. The conclusions in this report are based on the site conditions as they currently exist and it is asswned that the limited site locations that were physically investigated generally represent the subsurface conditions at the site. Should site development or site conditions change, or if a substantial amount of time goes by between our site investigation and site development, we reserve the right to review this report for its applicability. This report is not intended to address any environmental impacts that may be associated with the on-site disposal of storm water. Date Received: AUG 1 0 2010 Original submittal I I I I I I I I I I I I I I I I I I I East Side Baptist Church - Infiltration Testing Project No. 09-060 Sincerely, Branch Engineering, Inc. Date Received: AUG 1 0 2010 Original submittal I I I I I I I I I I I I I I I I I I I