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Vienna Council Minutes 1991
VILLAGE OF VIENNA COUNCIL MINUTES 1991 -----'''rn Pirw%-"-'036/ '44r r r" 771 '. ‘"2:1' 4-r, " r6 / (%ri,---------, • 4-47 v77--t97 - - 740404:0, --,..5--- - -€.74.,4,,./x0.7 „--vr-Ir7-- --artk.,-,r7 A • Ai„,,,k,_,.. . .. --7- .9777-74,-)- 72-1-4il-.-114170e # 3 ------.,_• • r-74-19777 w -i ,--- tty-7,-- -7T14-t,ci,„.„.0a-pz„./v r,c47 . . • 1 „71/477 (,( 4. r, 1,,,,-, ,fa-- -, - . errin,g7iff:7/"W7 kA/7 ./444(7.7 A - 'f'4,14711147Ven" 72 714117WV ee "4- 77,4 '715V77777 7? I ' . f12 _ ,rrt°11/. - .- -• 7--Y,c -0vr irud---7-p - --www-rv---ww- • r\kc-›ri-tv--01-1,---- - -E'er rrli-t- re-T-T7 rrz -TeTk-,-4xv---- --e ----0-7=47-17- -- m ------- p., L _ wrr r4,-r- rrazG,--0):7--i-r--T y,I, ----vr irrinviTrirtre, ,t.vp 1 : pprz:r2,7-“,virr 717---iwifft44-e irivor- emr- 7cri-t4r7iiy 4 i / 1 -----i 7' 7:?-7- -.1"=;77- (-:. r- -rAirrm9e/- 7±Mr'"1" -v -*F Eepl su•41---. ,--- 27~0-La -- -77.74171.4"-- r -cfs - -r . - 9 A (-6'°.rv1Z1711_,Ii Z3 0- ---- : 7P:71-1- 0 . 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SUMMARY OF ALTERNATIVE DESIGN CONCEPTS Class EA Cost Alternative Description Advantages Disadvantages Schedule Estimate 1 Reconstruction of the existing crossing with • existing easement in place • 1. substantial slope stabilization, erosion A $615,840 required slope stabilization&erosion control work. • extent of work confined to creek valley and groundwater control work required • 2. potential for significant environmental Impacts associated with creek crossing • 3. localized slope stability problems along alignment of existing Vienna supply line 2 Construction of a new creek crossing • existing easement in place • same as 1., 2., and 3. above C $459,650 approx. 60 m downstream of existing crossing • extent of work confined to creek valley • purchase of land required 3 Construction of a new creek crossing in close • adjacent to existing creek crossing • same as 2. and 3. above C $690,437 proximity to the existing crossing in Port Burwell. • purchase of land required • some slope stabilization and erosion control work required • construction along Village streets In Port Burwell 4 Cross the creek by hanging an insulated • no creek crossing required • same as 3. above A $546,860 watermain from the bridge in Port Burwell. • structural considerations • must protect watermain against freezing • construction along Village streets in Port Burwell 5 Construction of a loop watermain along • no creek crossing required • same as 1 above A $794,774 Sideroad 10,Concession II,and the west valley • better hydraulic performance • high construction costs wall slope into Vienna • provides a backup water supply • will result in more pipeline in system line for Vienna and Port Burwell to maintain • reduced dependency on ex. Vienna fire pump • extent of work will cover a greater area • potential to serve more customers 6 Construction of a loop watermain along • no creek crossing required • will result In more pipeline in system A $401,638 Sideroad 10,Concession II, and Village • least expensive construction costs to maintain streets into Vienna. • better hydraulic performance • extent of work will cover a greater area • provides a backup water supply • construction along Village streets line for Vienna and Port Burwell in Vienna • reduced dependency on ex. Vienna fire pump • potential to serve more customers Big Otter Creek Watermain Crossing � G .4' . 7'n,c."1-7j� jQ!/2 t PO V(1)// 1/2 Proctor&Redfern art a. /9 Q _r4a04-4.4 7% 7 bel 4 ti 4. n n,v .Bu L,h!1 04 U C - 401 0b_..4- u.c.4empe-rL4._& _u.4_.k•-ttia)Za___ita. Zit u . " _ _ • • d4...,41.40 „ ieed de., )- S...ga;c.A. a_Aitfe.d...t.)_,__12._&.„.eit , s ; )e..„ c. 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