Loading...
The Exeter Times-Advocate, 1961-11-30, Page 171,L 1 1 is t i. , 1: Tit 44, ECOMMENID .$271000 ..SEVVERAGE The following is the ;report on sewerage and sewage dia. nasal for the town or Exeter, prepared by Engineer 13, M. Ross, Gederich, for the Qnta. rle Water Resources Commis- sion. It is prefaced by prelimi. remarks contained in •a letter to the commisison which accompanied the Sebmissitiri. We have indicated in our re- port a staged program for the CaliStrealell of sewerage fecili- ties and sewae, treatment Works. We recommend the trained - late construction of Stage 1 and the subsequent construe. tion or Stages 11 and III as soon thereafter as practicable. We believe that the construc- tion of the component parts .of Stage I will Provide for Lio ahatenlent In the Ansahle River and other Watersheds Of the Town of 1.:elNeter., The construction of Stages 11 IMO III will complete the mat- ter ef providing sanitary sew- ,ers and sewage treatment fa. cilities for •the Ton of Exeter. We have prpvidcd in our esti. mate ie Stage 1 for the con- struction or certain lateral sewers on the east and west sides or Main Street, These Sewers principally serve the commercial and heavily builtUp areas of the town. We have provided that these sewers be plaped in easements at the rear of the lots in order that there might be some say. legs in initial capital costs and in, convenience to the residents, Moreover, we find that all of the Seigle tanks in the arca are In the rear yards and therefore the connection problem would rnoye difficult if the sewers were constructed in the street. There is admittedly a prob- lem in securing easements and in rehabilitation after construc- tion but we believe this is more than offset by the other adVantegeS recited Abeve. Stage 1 As indicated in Eshibit, 11 accompanying this r e p o r t, Stage I utilizes on a temporary basis the existing trunk sewer on William Street, force main on John Street and the John Street Pimping Station, In Stage 1 we recommend the construction of a trunk sanitary sewer and leterceptor from the existing John Street P em ping Station southerly along Marlborough Street to Anne Street; thence eesterlY along Anne Street te Main Street •(London Amid); thence southeasterly aereSS London Road to an easement in private property in Registered Plan 20 to •a point approximately 100 feet (100') east of Main Street; thence southerly and parallel with London Road in an ease. merit to Huron Street; thence easterly on lieren Street to Edward Street, together with all necessary manholes, inter- cepter chambers, etc, We farther recommend the construction of an interceptor sewer along Mill Road from Andrew Street to William Street together with all necessary manholes, interceptor cham- bers, etc. We also reccommend the construction of An interceptor Stage. 1 ,Estimated cost 4207;2.6540 1.0,1004 4.44 lirR"* betR, kco 4 4:01.3114 444 • o RD to ‘OrttSP/Ok t • 14 r • woo mottriog #4141141TIti 44' • te[cc)••• title ••••.!•-•-.4 • Ate,e4 ST oce-otio e 04M4,01!•# ,,,1 ,r4,40441.'61. ......e.x.ux...4.4.4.aumaouktaeatumAr.u.° e • - I I 61 4 -0,,,,nr,•*.`"#1-1 i St ▪ X I ido • . 44), In )4 ' --tswi.f.,i- - t•vr- tot,t9s .0 • 1.0 ..,- 4.pLe.e,ROuGtA ...i. 4.31ste,milv48-selt '''''""7 - 41. ....i. , .... . . ,,,, -V. CON 1 • 7 '41M4,41414 414.444.m. 4 ••64444N, 4 ••••,..rergh 4•04•••••••• Wall s 11 *1021414 L r V/ I. etionsemIrr"". .."...'....."""' '...."..... .. .....'.... "."..... ..-*-"". ..."."." . 114.4.4 . 'Art..4....T.4! (OK eees SttestItte 4sa•sto emus Stage 2 - Estimated cost $115,046.00 .44.4,44•• •••••••••••.••• 4 USIttOgtie. T4W1,ISt4IP 445. Lao. 1,414. 4, !AN'', • •• • • • , . 44••• •••••••••4, 44.4 441•••••••• 44. 4 .•411.444•••••••,41,••••••••• ••••••A• • •••A .rrormt 4•4.1.•••:•••,, • • 44 •• • 4: ir s. ;7. , .; • ee N., ft 4 • .• • • 1 • ' • A •• • ." ••••• .• • lit .46 Wekt ; • • .14 $s so* • :1 pt4. )4. 1 . A*. L 2 .14. g k441t,4 , sT. a • 14 .44 • 4.&How I 11 • • • • 4 •••• • • , • 4% 1• % • , • 4, 4 4 • • •4 4 A . . . L •• • • • • 1: i ' • •• • .+444;44.1.3,4444,1a4:044V44114,0"14,0•113A41.2.a " ,........ ‘ : 4 ' 10/11,4ieshl 4 . . ,t• A M , • .; 'WON, ••••• 4auge !; t 4, ,*Liu V GM Pat 4:4:t .44 1. .4 • ••••••• - • 4 • - • .4 • : 141 • ' I • A 44 t(i)t ' Stage 3 - Estimated cost 5317,750.00 •••••••••••••:44•••••••••••••• 4.0444.44.4 4.44444.,44.41 ••••••••••• -.4. ••••444,. t 04,1 4. qt.t:.•,. „ • , AA. I •• ••• ••• 4.4 44 44' .4,444 , 44 • •4 1•4••• 444 44 • 4.4 •••• 4•4 44, • • 4444 4, 4) Ai, 44444 444,44.41 4,4i414 • i • I • • g • term._le. ak • 114 • 4•4 • • Weft tatirte, 1 1 .6....,...,.....rd towit5 4141$4..., UNERT 0 41 2 .4•44414,.• 44 z -1 e6„ .e, .00 1 .41141/4). .4;6 s 4.4,4 -- '• k ,i1; „. r oN A o •44,44.4. 444•41.4.641:441it 41.4•441:1441riii 14 6/ jrC 611 S t 014'04 T DviNSHite - ev.ei a ong a street mimed- Street to the pernpleg statip ialely north of and approxi- ProPReed in Stage I at the in - mately parallel with the Ad- tersection of Mill Read and sable River from William William Street. Street together with a sewage We further recommend the ejector station, fore mAie, construction of a trunk sewer and interceptor chambers, on Marlborough Street from We also recommend the cOn- Gidley Street to the John struction of a SeWage PuMPing Street Pumping Statien. station at William •Street and We Also recommend the C011 - 'Read t with Sewage ferce, main :from the .facilities at the .site of „Iota nu oge ier struction or additional pumping said pumping station southerly Street pumping Station to - and westerly along an ease. gaiter with the construction of, ment to a sewage oxidation a force main on Aleriborough Pend in Farm Lot 24, Conces- Street from the John Street sion 2, in the 'rewnship. of Pumping Station 1,0 Gidley Stephen, complete with all Street. ancillary works, We ale9 recommend the on, We further recommend the struction of a trunk sewer on construction of lateral sanitary Edward Street from Huron sewers to Serve the commerc. Street to James Street; thence ial and heavily populated area easterly on the easterly exten. on the east and west sides of sion of James Street from Ed - lig 9n ward Street to a proposed new Main Street I •11; Huron Street, The said sewers rom We t t street in a pending subdivision of part of existing Registered Plan 20; thence northerly on the said proposed new street to John Street; thence easterly on John Street to the southerly production of Pryde Boulevard; thence northerly along the last mentioned production and along Fryde Boulevard from John Street to Sanders Street. We further recommend the installation of an additional pumping unit in the pumping Station referred to in Stage 1 at the intersection of Mill Road and William Street, We also recommend the con- struction of an additional oxid- ation pond to accommodate the additional flow, complete in- cluding all ancillary works, are to he constructed in ease, ments on private properties on the east and west Odes of Main Street and are to include all necessary manholes and ancillary works. We recommend that all of the above works ascribed to Stage 1 be constructed immediately, Stage 2 We recommend the eonstruc- tion of a trunk sewer on Marl- borough Street from Gidley Street to Nelson Street to- gether with a trunk sewer on Nelson Street from Marlbor- ough Street to Carling Street together with a trunk sewer on the northerly extension of Car- ling Street from Nelson Street to an easement on the westerly extension of Church Street; thence cin the last mentioned casement to William Street and thence northerly on William Stage 3 We recommend the complete servicing of the Town of Ex- eter with lateral sanitary sew - Stage 1- Cost Estimate Trunk Sewers, Pumping Stations, Forte Mains and Sewage Disposal Facilities The estimated cost of constructing trunk sewers, pump- ing, stations, force mains and sewage disposal facilities complete with all ancillary works as referred to in Stage I hereof is $200,705.00 made up as follows: 2,320 lin. ft. 15" sewer, furnished and laid complete @ $4,80 per lin. ft. $ 11,136,00 1,730 lin, ft. 12" sewer, furnished and laid complete @ $4,00 per lin. ft. 6,920.00 1,560 lin. ft. 10" sewer, furnished and laid complete @ $3,50 per lin, ft. 5,460.00 23 standard manholes constructed complete @ $350,00 each 8,050.00 2 interceptor chambers constructed complete (a $1,000.00 each , ,,, 44.4444 2,000.00 Breaking and replacing pavements, granular backfill in streets, etc, 9,000.00 Tunnelling under highway 3,000.00 Sewage ejector station and force main across Ausable River complete .. 4**t•F 6,000.00 Sewage pumping station complete including pumphouse, pumpwell, comminutor, pumps, motors, valves, piping controls and telemetering 36,060.00 3,500 lin. ft. 14" dia. sewage force main furnished and laid complete @ $7.00 per lin, ft. • ... 24,500.00 60 lin, ft. casing pipe under railway furnished and laid complete @ $30.00 per lin, ft. 1,800.00 22 ACRE OXIDATION POND: 100 acres of land Cie $200.00 per acre $ 20,000,00 Clearing and grubbing site ......... . 2,000.00 45,000 cu. yds. excavation @ .400 per cu, yd. 18,000.00 Fencing complete Sodding interior bank of pond Valves, piping and overflow structure DraM to Ausable River Access road to site Easements and rights-ef-way 4,600.00 2,000.00 6,000.00 4,000.00 2,000.00 2,000.00 Total for construction $174,526.00 15% for incidentals and contingencies . 26,179.00 TOTAL ESTIMATE . $200,705.00 LATERAL SEWERS ON EAST AND WEST SIDES OF MAIN STREET Our estimate of the cost of constructing a sanitary lateral sewer in an easement east of Main Street from •Welling- ton Street to the north limit ot Lot 147, Registered Plan 20 and also in an easement on the east side of Main Street from the northerly limit of Lot 143, to the southerly limit of Lot 31 according to Registered Plan 20 together with a lateral sanitary sewer in an easement on the west side of Main Street from Wellington Street to the north limit of Lot 169 registered Plan 20 and in an easement on the west side of Main Street from the northerly limit of Lot 172 to Huron Street is $66,660.00 made up as follows: 5,730 lin. ft. 10" asbestos cement sewer furnished and laid complete at $5,50 per lin ft, .$ 31,515.00 250 lin. ft. 8" asbestos cement sewer furnished and laid complete @ $4.00 per 1M. ft. 27 manholes constructed complete @ $350.00 each Making connections to private drains Breaking and replacing pavements, walks and fences........3,000.00 Granular backfill in roadways, lanes, alleys and parking areas 2,000.00 Restoring lawns, gardens, trees and shrubbery ..... 6,000,00200000 Securing easements and rights-of-way 1,000.00 9,450.00 3,000.00 'Total for Construction . . $ 57,965.00 15% for incidentals and contingenciet 8,695.00 TOTAL ESTIMATE ..,...„.. ... ........... .$ 66,660.00 TOTAL ESTIMATED COST STAat T . $267,365,00 Stage 2 - Cost Estimate. Our estimate of the cost Of constructing the trunk sewers, inodifications te the pumping stations, force mains and Additional sewage treatment facilities including all ancillary works in 'Stage It is $115,046.00 made tip as follows: 4,200 lin, ft, 18" sewer furnished and laid complete ee at $5,50 per lin, ft. . ..... $ 23,100.00 2,210 lin, ft. 12" sewer furnished and laid Complete @ $4,00 per lin, ft. • 8,840,00 1,200 lin, ft. 10" sewer furnished and laid comPlele @ $3,50 per lin, ft. 4,200.00 22 manholes constructed complete @, $350.00 each 1,700.00 13reakiee and replacing pavements, granular backlit' on streets, etc. . 7,000,00 Modifications to John Street Pumphoute: New pump and motor ihcluding controls 4.500.00 1,200 lin, ft, 12" diii, Ante main furnished and installed Complete in; $6.00 per lin, It. 1,200.00 Modifications to Main Pumping Station: New Pump and motor including controls . New comminutor and motor inclUding controls 4,500,06 0,000.00 Addithinai Oxidation Pond: Clearing and grubbing site , ..... 45,000 et, yds. excavation @ .400 per et), yd. 1,000.00 :Fencing ,complete, 4' ValVea, piping and overflow structure 18:000000.:(1000 4,000.00 Total for construction 000,040.00 for incidentals and Conthigandida . 15,005,00 TOTAL EST1MAT1 $115,040.00 Ebe TillICS-Achteeate4 .N9Iffil9ber .30/ 1961 Pagel it ners provide a, separated syeteM Of sewers and to. isolate storm water and ground water run-off from the sanitary sys- tern. We recommend that suit. able senitary sewers be cell- etrected on of the streets as shown on the accompanying plans ineluding all necessary manholes And Ancillary works. Lagoon site 'rhe property required for a swage oxidation pend or a sewage lagoon is situated in lot 24, Concession 2 in the township of Stephen. The mini- mum area required for the la- goon site is 50 acres, but it is envisaged that the requirement would have a detrimental ef. fect on the remaining lands of the farm inasmuch as the far. neer will have part of his in- come taken away and also that there is required sufficient space between the pond and the adjacent properties to en- sure immunity from odor etc. We recommend, therefore, the acquisition of the whole farm situated in Lot 24, Con- cession 2 in the Township of Stephen for the purpose of the oxidation pond or sewage la- goon. Easements There is required an ease- ment for a sewer along the northerly extension of Carling Street for a width of 66 feet ex. tending from the north limit of Nelson Street to the westerly production of the northerly limit of Church Street. There is also required for a sewer and force main a 66 foot wide casein -lent extending from the westerly end of Church Street westerly along the west- erly production of Church St. to Lot 24, Con, 2 in the Town- ship of Stephen, This easement woulct cross the Canadian Na- tional Railway right-ofway and necessary arrangements must be made for obtaining appro- val with that company Easements are also required across the properties fronting on the east and west sides of Main Street from Wellington Street to Huron Street, These easements should, be 30 feet in width if possible with a mini- mum being 20 feet where it is absolutely impossible to ob. tain 30 feet. The easements re- quired extend over the rear portions of Lots 1049 to 1060 in- clusive, 11,P, 20, Lots 157 to 148 inclusive, R.P, 20, Lots 119 to 143 inclusive, R.P. 20 and Lots 31 and 32, R.P. 20 all on the East side of Main Street. Tbe RAeernePtS recmrpa the west side of Main Street extend ever Lets 172 to 201. In* elusive, R.P. 20, Lots 154 1,0 168 inclusive, R.P. 20 and 144 562 to 571 inplusive, R.P. 0. I1 is impossible at this tie to define the eXa0t position Pf the easements required for Sewers on the east and west sides of Main Street, We have made a visual inspection of the area and find it is passible to lay a sewer along the rear of the Main " red properties, flowever, 1' exact location wiIl be rlf,pelctl>nt upon the lo, cation ( buildings, utilities etc., and we recommend that an Ontario land surveyor he employed to prepare a detailed survey, plan and the necessary descriptions for the easements, There may be also an ease- ment required across -the Au, sahle River and the river flats. We do not know who owns this property, whether the Same is publicly owned land or Private, ly owned, If sante were pri- vately own -ed th' _e would be, required an easement across the Ausable River flats extendrng - fRrooamd. Main Street south- v..esterly across the river to MillAs we mentioned above there will be required a permit to cross the Canadian National Railway right-of-way in Farm Lot 24, Concession 1 where the proposed easement crosses the said. right-of-way. In addition, it is necessary to obtain per- mission from the Department; of Highways of Ontario in the form of permits to cross the highway at two locations name- ly, Mill Road and Anne Street, We have estimated the cost of legal fes, surveys and ac- $q(27u;s 1510-'ionu,gorov etnlyti ea dee aups eams lenilnot:s at, (1) Legal fees . $3,000.00' fees and plans .3,500.00 (3) 'Purchase of ease- ments . 1,000.00 Total cost of acquiring easements ... $7,500.00 In addition to the above we estimate the cost of acquiring the oxidation pond to be 620,000.00 being 100 acres of land at $200.00 per acre. We have provided for all of the above costs in our esti- mates for Stage I. We have not provided for any easements or costs in connec- tion with Stages II or III but it must be pointed out that, these costs would be negligible inasmuch as it is not proposed here to construct any sewer or force mains on any private land or right-of-way at this time. Stage 3 Cost Estimate Our estimate of the cost of constructing sanitary lateral sewers complete including all appurtenances and ancillary works, including private service connections to serve all of the remaining streets in the Town of Exeter is $317,750.00 made up as follows: 28,000 lin. ft. 3" diameter sewer furnished and laid complete (w $2.50 per lin. ft. . . .$ 70,000.00 27,600 lin, ft. 10" diameter sewer furnished and laid complete fa: $3.00 per lin, ft. . 185 manholes constructed complete at 5300.00 each 82;800.00 800 private service connections constructed complete. 4585:50000010000 Brea@kin5g60.a0Ontiealc:ehp replacing pavements, roadways, and granular backfill , . 20,000,00 Total for construction . 5276,300.00 151 for incidentals and contingencies 41,450.00 • TOTAL ESTIMATE . $317,750.00 Estimated grants, subsidies Winter works subsidy Since the timing of the construction of the work is subject to variation we have not calculated any possible sub- sidies available under the winter works incentive program for the proposed projects. It can be recognized, however, that there Is a possibility or some significant saving being made under the winter works incentive program if it is possible to take ad- vantage of the grant through proper timing of the work. Central Mortgage & Housing Corporation Grant under Bill C42 We have calculated the possible grants which may be obtained through financing the work under Bill C42 as ad- ministered by the Central Mortgage & Housing Corporation. It is to be noted here that we have calculated this grant only for part of Stage I since the subsequent stages would net necessarily be eligible inasmuch as it is not known whether they would be constructed before Mardi 31st, 1963, the present dead -line for receiving grants or relief from payment of 25% of the obligation to Central Mortgage & Housing Corporation, We have not calculated any grant for the part of Stage I comprising the construction of lateral sewers since it is our understanding that the grant and loan facilities of the Central Mortgage & Housing Corporation are not available for 'Metal sewers but rather are available only for trunk sewers, interceptor sewers anal sewage treatment facilities. Our estimate of the amount of grant available under Bill CA2 is 533,457.00. This grant is calculated on the basis of A Central Mortgage & Housing Corporation loan of 2/3 of $200," 705.00 or $133,810.00 of which 25t7i would be written oft by the Crown Corporation namely 533,457.00. Estimated annual charges We have calculated the estimated annual charges both for the debenture payable to Central Mortgage & Housing Cor- poration at the rate of 513*"; for 30 years and for the balance of the mollies which we assume would be financed by the Ontario Water Resources Commission at the flannel rates charged at the present time by the commission, We calculate the total Annual charges to be 526,262,00 made up as follows: (1) C,M, & li.0 debenture charges IV' for SO years on $100,353.00 $ 6,810.00 (ii) 0.W,R,C, charges on balance of rest of Stage 1 (866,895.00 566,660.00 - $133,555,00) (A) Interest w679.06 (b) Sinking fend 2,071.00 (e) Reserve fund a4e,, 1,002.00 Total 0,W,B.C. charges Mil Operating costs )a) Power $2,800.00 (b) Chemicals & miscellaneous 800,00 (d) Texts and insuralice 500.00 (e) Salaries end administration 4,000.00 Total operating costs ..... $ BSTIMATIM TOTAL ANNUAL . . 526,262,00 LUE1'tME OF THE WOitl< , We estimate that the lifetinie of tho work Is 35 years, Wo recOmmellti that the. :period of repayment be tot there Man 30 years. All 6( whieh is respdetrully sabmitted. C. O. 11.11SSE11L MIMSTIIONG, B. M. 'WYSS, P. PING,, Consollin0 tugineetSi .Constxlibig Engieeer. WINDSOIIT Ontario, GODERIC110 Ontario.