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ITEM 4.1 PowerpointItem 4.1 Public Hearing Comprehensive Watershed Map History 2014 to today Overall watershed of 2014 vs today increased 2.4 acres or 0.3% - goal was to maintain water to same watershed wherever possible Additional 9.7 acre was routed through 86-7W due to a downstream draintile not functioning causing stormwater issues along 70t" St History — 2014 to today n), Runoff that ultimately drained to 86-8P will still get to 86-8P 86-7W History Has overtopped twice in last 40 years causing issues with homes, garages, septic systems and wells 2. Latest overtopping occurred in 2014 (pre -70t" StProject) National Wetland Inventory L Legend Parcel NWI - - �.e��C; s tip4♦�t AL , a _ u 4F � � ��' - - R1ia. < -t°'a � �185003�23b2. _ �-•. '�� 1Ai 1 x �Ij Ap .y: C 1 185 150283-403 �q { ` 118.500332100 z^ 118500294400 1�:9'18,700283300 - - .. i r 1 85 - 92 01 1 .a ....cam.. " �•/ 8 3 o +3t _ _ t. � • u}" I 0'03 _ 3185 0032.1 - 1 4 A - f � Cr"7Tti-EIR E � � ��' - - R1ia. < -t°'a � �185003�23b2. _ �-•. '�� 1Ai 1 x �Ij Ap .y: C 1 185 150283-403 �q { ` 118.500332100 z^ C .. i 1 85 - 92 01 1 u}" I 850 D3321 C 1 �l rS-O 0 3. 2 1 ZJ G AL MiL 0 !?102 a 29 80 Year Annual Precip % Notable 2012 29.59 93% 2013 32.77 103% 2014 35.44 111% May, June and July accounted for 22.19" or 11,9" above average for those three months - 86-7W overtopped (pre 70th St project) 2015 36.14 113% July 7,28" or 3.28" above normal during construciton of 70th St) 2016 40,32 126% 2nd half of year- every month much above average - constituted 26,9" or 10.17" above average going into freeze up 9/1/16 to 8/31/17 46.8 147% 1st half of continued very wet cycle- running year almost 50% more than normal Avg Year 31.89 Summary - working on 5th straight year above average precipitation Reason for Project Minimize flooding potential of residential homes and property adjacent to 86-7W and shorten time of elevated water elevation at 86-7W to provide storage potential for next large runoff event Reason for Project Currently 86-7W recedes to NWL below overflow elevation only by evaporation and infiltration and is extremely dependent on temperature, humidity, wind, and additional precipitation Design Criteria by City and DNR Water quality of 86-302 maintained by directing 86-7W to 86-8P Set outlet of 86-7W @ 926.7 to preserve existing wetland (slightly above OHWL) Outlet must have fish barrier design to keep undesirable fish out of 86-7W Design Criteria by City and DNR Size outlet pipe to reduce high water elevations and lessen drain down time of 86-7W without negatively affecting downstream Lower risk of any house being flooded Minimize number of properties affected by construction � Complete in time of year that minimize affects to property (late fall) oiasi ....................................................................... C®e «� X9 ... .. .. `RN ,.s9 3 - �3 sit a a tAKsR L. Cw17 q F■ :. B srir ,.tise p a —7 �' yp .... alulrrO.E ............. .. .. .. .. .. ._. ..-.... ... .. .. .. ...yam .. .. .. - ... .. .. .. .. u�.�. It. ��. .. .. .; .. .. ... .. r�oeHTL"C% ... ... ... .... B ru,r.s .. . .. .. .. .. ... .... - to-ro.oai � ""�;' "'«".."�"'!""""'�"""'TM" e 1�.1iN Ih....r. a•. Hakwson Anderson CMI Cn In..n a.a ION Qr er 7JQt PLAN AND PROFILE STORM SEWER IMPROVEMENT S 'b m�. suv-saeD FAX gas-u-osao VNR B p. gyp, ,em CIN OF oTSECO. 4mmoTA oiasi A', � ��. >w0 8•UD 5 �.GD_�� - . : "ICIUO. f 4•, ' [ 11#OO ' 1SlQD - •la. 1 .. .. ....... ...... .. .. _. ..."R��.. ...........'..... v Itii¢li ............................_.......................................................................... ....:..........:... ......:.. .... ....}....... ._................... 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YN6IITA _ u - e._ _nP�,..e-oed..w>� n¢'n BACK TO BACK 100 -YR 14.2" IN 48 HRS ii - - - - - - - - -. - C.6". 34 / 70TH =VAVr I 7012 ?r. -Il POST-ROWT(1R•j Are'1 tleea lon aito.r1 ro o3ag , 8 aR<u 1�Nu.:k h1:ndL al U" 1 S?+a: k fdunlh 'L -Y 1 92!_315 92 .1.36 >Yi.UJ 92'x6 1n.11 927.91 927.91 527.1= 16.151 inn Yi 97Li91 978.91 977.1 9711.43 R 3/M Yi LD 910'•1 913.;0 z>R q7 97f.RR 1)N: an Y17 Z -Y? 923.611 LA M _23.32 I Y'. 971:d" 971.3 i 974.CA 97Z 29 100 Vi 97441. 973.r7 4; >7' S7 974:4 8 3100 Yi 925:-Z U4 924.52 U3 S35 63 WS.4.61 ON: iiri RP Z -Yl 921.67 921.27 52.1.77 923.32 in 'eq 974.:01 97135 574.(14 aoP 1f1[Y Yi 975.41 973.x y73.73 B 3100 YR 925 51W924.52 �.. 9 Q 2' DROP IN 1 WEEK 7070 7PIi PCi7 PR 7.1"CT (1R'I _ {3J DOWNSTREAM PONDS ROUGHLY 1' HIGHER AFTER f WEEK M Lb-Pl U1SCIA t:;t id.''LlLN! JISCHARGL '-'--'"- ON Iii ?Ar 2-Y t 9YL3 0 YVAS 1.36 8 INYT 927.91 O 1727.8 .1 2 100 YR 328.91 9 928.C•2 5.58 B 3100 Y4 930.83 7.53 930.10 ti.1:1 DNR=0 302 7 Yi 971-9 1(1.77 9x.49 TO.Cr, 235 10 YR 100 YR 325.X• :'27.32 23.79 31.0 92;.47 02?154 �. 6.3 LALY9 ly3U3b A3.Ui 9E.?3 '! 133.'_45 '. UN=-Sti-BP 2 YR 923,96 LN ?2 -.CW Z,1? 10-Y4 92.1.82 5.52 72%.92 5.?? 1.113-) t B-11CrYY2 925.11 5126.91 !1-42 '.if'9. .Cti U'L7.tl;7 92::]9 bJ.31 2L1.:1] 7012 ?r. -Il POST-ROWT(1R•j Are'1 tleea lon aito.r1 tla•;lno0 aR<u 1�Nu.:k h1:ndL al U" 1 S?+a: k fdunlh 'L -Y 1 92!_315 92 .1.36 >Yi.UJ 92'x6 1n.11 927.91 927.91 527.1= 16.151 inn Yi 97Li91 978.91 977.1 9711.43 R 3/M Yi LD 910'•1 913.;0 z>R q7 97f.RR 1)N: an Y17 Z -Y? 923.611 923.27 52:1.?!i _23.32 I Y'. 971:d" 971.3 i 974.CA 97Z 29 100 Vi 97441. 973.r7 4; >7' S7 974:4 8 3100 Yi 925:-Z U4 924.52 U3 S35 63 WS.4.61 ON: iiri RP Z -Yl 921.67 921.27 52.1.77 923.32 in 'eq 974.:01 97135 574.(14 'e7;t.t1 1f1[Y Yi 975.41 973.x y73.73 B 3100 YR 925 51W924.52 3255 B 32L,51 Q 2' DROP IN 1 WEEK Q 3.15' DROP IN 1 MONTH {3J DOWNSTREAM PONDS ROUGHLY 1' HIGHER AFTER f WEEK Q3 DOWNSTREAM PONDS ROUGHTLY 1' HIGHER AFTER 1 MONTH