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Waterloo Chronicle (Waterloo, On1868), 26 Jan 2011, p. 30

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m ~war£luoo Climax - Warhead”. names. 201! THE CITY OF @ water b0 for more Inhalation. please contact: I City «Waterloo 100 Regina St. South ; Waterloo, Ontario N21 4A8 ' P 519-886-1550 i F 519447-8760 } TTY 1-866-786-3941 1 www.waterloo.ca i t # m # i t [ PUBLIC NOTICE i _ NOTICE or PUBLIC INFORMATION came i LAUREL CREEK AND SANITARY TRUNK SEWER UPGRADES l I AND RECONSTRUCTION 0F MACGREGOR, CARTER AND VILLA E The Project a] locations with bioengineering measures, lowering the Forwell Trunk sewer below . in late 2010, the City of Waterloo aimpleted a Schedule “B” Class Environmental Laurel Creek and ”ending a roman of the Laurel Creek floodplain. Two 011 and gm 3 Assessment (EA) Study to examine Laurel Creek rehabilitation and sanitary trunk separators and an enhanced grassed MIC ”F ”0PM for stormwater management ’ sewer upgrade options between Marshall Street and University Avenue downstream of measures and a "a" connection ‘0 Moses SWIM“ Park along Carter Avenue has been [ the Sewage Treatment Plant (STP) in the City of Waterloo. recommended. The existing Laurel sanitary trunk sewer between Marshall Street and the STP is the The, 09' Is now Proceeding to Implement the recommended. almtwe and detailed largest pipe in the system. conveying wastewater flows from the entire area west of 51°53“ '5 °“‘8°“‘8~ Furthermore, given “‘3 PM sewer alignment, theopportunity I Highway 85 into the STP. This pipe has been identified as requiring improvements to ‘5 being taken F0 reconstruct MacGregor Crescent, Carter Avenue and ““3 Place as improve the capacity of this portion of the system. The Forweil trunk sewer in this part ofthis WON“- e area also requires improvement to protect the integrity of the pipe where it crosses W under Laurel Creek. Prior to completion of the detailed design phase, we are interested in hearing any com- The study also examined opportunities to remediate Laurel Creek through Hillside merits that you may have regarding the proposed project plans and details. The par- { Park. The Creek channel through this reach is experiencing accelerated erosion which pose of this meeting will be to review and discuss the design concepts, plans, and i has necessitated emergency erosion repairs where infrastructure such as trails and drawings completed to date. City of Waterloo and Stantec Consulting staff will be i sewers has been at risk. _ . present to discuss the project and to answer questions. The Meeting will be held: The preferred sanitary sewer alignment, shown conceptually on the figure, entails an Wednesday February 2nd, 2011 ' ’ alignment along Caner Avenue. across University Avenue. to MaoGregor Crescent, Lincoln Heights Public School ' then via the Laurel Creek open space system to the STP on the north side of laurel 270 Qnickfall Drive Creek. The preferred natural enhancement opportunities include removing iii-stream 5:00 p.m. to 7:00 p.m. 4 barriers, replacing the pedestrian bridge over Laurel Creek, replacing gabions at sever- If you are unable to attend but would like to Pro‘ _ t. r , y - . . g -. vide input, please contact either of the Project ’3 ._ - . . “(my ~. _ I. ‘ - Team members below: 3:; “038% Pl 1 Mr. Dan Dian-to ' lie; . . .N . mjechanager ' “ - ' g -9. " " . 5 x ‘ _ .. City ofWaterloo *~‘“*- , E __.------ $54: " g 265LexingtonCourt t: o . . ‘ ’ We ‘4 3‘. Waterloo ON N214A8 3 t- ‘ gâ€"r ; '5" g .5 ‘ . Phone: 519-747-8662 < "5; ‘ n J , l 4 page , Fax: 519-886-5788 if 4 any” ' . y ‘ f '1. ' . ,« I” ‘ u ; Email: daniel.ditaranto@waterloo.ca I 3 ‘.V‘ ‘x‘ ~41: 1‘ ~ . T l “is" 394 59 4t , - at. “ \ . ‘ . ’ ’ . g . ' Mr. Bernie Marshall, cm 1 ffiwob°mv fir ' 0‘ ‘ . , . (6% ‘ i D ’ a swim» Project Manager . Q ' 4; ‘ ,4 ; .. ;. A? 4 . StantocConsultingLitt . 'o ; (a ,. ~ 0 , ;. 3:91.; 49 Frederick Street t 5.3% g . .» 5 . f; j 4‘ ._ Kitchener ON N2H 6M7 “lag ‘ 7.. . ‘ » . "a § we; - _ ' r 3 " â€" Phone:5|9~585-73l2 ' 3,4 § “ - . ‘ ' " . i‘ , 5 J ,4; 4 " / ‘ ._ s Fax: 519-579-8806 ‘ i g?” \‘ .1 “.646 - gm“ . . _ .- ~ , ‘ . :3 .4 u 4 . a 3' Email: bcrnle.marshali@stantec.oom 4;. ' it. 6° ' I " ,- -‘-‘I5 . a: t ’: :j ‘ ,\ ,_ ’ an a.) a » J , >1 * , ; . _i_ 4 Mittens h ‘ in” 'l we ' a « ‘ g. j E ' . ; ~ ' ‘ . a t’ 1 Any comments received will be taken into eon- ..â€"-: ~.~‘ .5?“ ’ t ' ‘ ’ . « to sideration as the detailed deri contin- " . « i“ v ‘3 ' . . . , 2. a - . 9“ PM ‘ . gt - “ ‘ ; . . as. “we 2 ,. 5» ~ 2 filmfle“ 93 . 5 near through to completion. Once detailed design 5‘6 _ . acacia“ - L " is completed and applicable agency approvals 3‘ ~ 4 r i , 4r M ”Q. obtained it is anticipated that the project will be . g "H ”of L 5;, g , , ._ â€"â€" Creek ‘ tendered late March or early April 201! and con- “ s? A ‘ ‘1‘ . . . , . . 4 1 “a; .< w . struction Wt" commence in May. Note that prior '4 “06“} 9'93 I g; 4 Prom New Sanltary Tm to the start of construction, a final PIC will be 0" |t , . “in «mm». - - - - ‘ Existing Sanitary Trunk Location he” ‘° New“ the PM mans?!“ “we“ 2.. >1 ~ ‘W S . construction related impacts and logistics such as ‘3 25“ g5 f! a“ _ 4 ', use”; phasing of work. driveway and trail access. park- " :1” a? 5“ WM ., ing. garbage pickup, etc.

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