WITAT HAPPENED? : On October 14, nalure dealt 4 Tetrace a cruel blow, ‘After a “two week period. of prolonged rainfall during. which over. 6.6 -inelies fell we were subjected to aver 3 inches in about a 36 hour period, "The resull was a con- siderableamount of surface and basement flooding.' The reasons eomplicaled. than they. might Sappear tobe: 2c: Oo MIYDID [ft HAPPEN? sencountered;. surface. flacding “ahd sanilary sewer back ups. >.” Surface -fur-olf, in Terrace’ is “: 2¢ollected by ‘open ditches on ~~ both ‘sides’ of almost ‘every . street in Lown,: These conduct . slorm: waler -l0, one of lwo places, Horseshoe), - Howe Creek’ or :the: Skeena River. i ground. becomes saturated thus : -Teducing the storage capacity of. 7 the: soil’: A ‘sudden - intense ‘ ralnfall. is like . pouring excess ° Waler into a’glass already full. "+ ‘The result is reduced absorption ‘by: perculallon into the soil and. arise inthe ground water level, - Since, {he ground can absorb ‘no :* more'waler, all the rain must be. - Because: of ‘the ,very. heavy rainfall which fell on Terrace on Uc tober 14, (213 million gallons) te he storage capacity: of: . the . diiches was-grossly.exceeded, Thus water-found its way lo the next lowest. spats, namesly. 4 _ financing as they now do‘with. - vO _ 4 ‘fields, yards and basements. In” - Nicholson and. the Honorable sanitary sewers, 2/00 2 oe iad " ra ] some very “flat areas, for James G, Lorimer for financial I can assure you that your Seg nes PROPOSED i example, Tuck, Hamer, Soucie assistance inthe form of grants. Council will continue in its ef Cy ; ; : nt and McConnel, the problem was ane request has neither, been forts to have this recurring rae Ley cam TRU NK , : compounde: the lack erties or. approved, - oblem rectified by continuing.“ .. mop : grade in storm ditches which Discussions have taken. place. {is dialogue ‘with: the "sente : See ! STORM SEWER # reduced their, flow capacily, with representatives of Central . levels of. Government ‘for: ee | oO . 2: As.‘as-tesull” of the ‘storage -Morigage and ~ Housing: Cor-.”' financial assistance. °° eu on a ie ee “S capacity, of ditches. being ; _ ar oo “: \.. — ae ¥v exceeded, (he water. in some areas. covered ‘roads, . The wasle} runs under lhe centre of roadways and is connected to "'.e suriace by manholes, When ihe storm waler flowed over.the roadways. il seeped through sewer: syslem,’. Since the sanitary “sewers. are - nat . Of, waler generated’ by ‘storm . ‘Runoff this water tends to build up ¢yeales'a pressure within the age “ganilary sewer system. : Although house laterals ‘rise B form ‘the sewer mains, pressure forces. water -\o-flow up them a and into basements by way of basement (loor drains,. ~ : ihen has a direct bearing on the ba¢k-up of sanitary sewers where stormwater can’ in- fillrate the. sanitary sewer system by: way of manholes, EOE - And the. problem. of -sanitary — sewer back-up is not caused by the sanilary sewer system bul by inadequale slorm drainage. During the: past ten years...” ” councils have been aware of the — ‘- danger of flooding. in these, : =: / areas and have restricted: — ery development -which did. not: adequately provide security ~~. against this threal, -Adequale™: ~.-- underground storm sewers‘’-” must be now provided In sub- divisidn- developments, > Until’ - very recently the Municipal Act did nol give Counell. the: "> authority, to demand’ storm ’ Terrace. for ‘ihis.. Hooding are: more - ‘Twoi major problems. were - “During prolonged ‘rainfall ' ‘° eatriéd by the storm ditches, ~ sanitary sewer ‘system (which «_ was designed solely for sanitary -. % mankoldes into, thé sanilary °° -designed to carry the quantities -* . up inside. manholes,..‘This.bulld-. ewer:ling.Exeass Wwaler must.°) 7 °0::-"* _ gasoniewhera and Ils first route |. “of escape is house laterals... connecting every home to the > ‘Phe sturm drainage problem . “1. Storm wa . sanitary sewer. =... flooding problem but would also permit develapment = of presenlly undrained areas, Both these alternatives have: _been considered by Council and itis our conclusion that the _beeond solution is of the greatesl benefit to the people of Many alternatives were considered but it is felt that this: provides the greatest long {erm benefit. Ls In - November. 1973,. Council directed Administration’ to proceed” with: development of detalled plans to put ‘this solution into action. In March’ 1974,-Council endoresed a Plan for the {nstallalion’ of -large trunk sewers which. would be’ the first step. in..solving the- problem, These. included the installation of two major Storm ” sewer trunk lines, one on Eby and one on Braun. These lines would inlersect the Howe Creek. ditch on Eby. and on Kalum - Lake Road; They will be deep - enough (o allow sleeper slope to _ be put on Howe Creek which would improve its drainage capabilily, It would also permit installation of storm sewers on individual streets throughout town, Because the cost of this major program (estimated to be $3,000,000 for sanitary and slorm trunk lines) is beyond the Communily's capability, - submission .was made in April 1974, to the Honorable’ R. A.. Williams, the Honorable Lorne ’ the Provincial Government that FLOOD — . _Mayor Gordon E. Rowland poration but at the present time the existing regulations prohibil their participation’ in’ gtorm - sewer 5yslems.. 0. 7 WHAT. CAN THE CITEZENS DO? a 1. If you have suffered.” are damage during this last in’ © * eident conlact the Provincial . - Claims Office located. in -the: Trigo Building on Kalum Street. - - ° The telephone number which is “”’ 635-9733. -- ue oo 2, Install a backwater. valve in your existing sanitary sewer, =. Jateral. if your. problem was sewer back-up, (New sanilary 7. - sewer laterals require these By- |.” law). Information .on. ‘ac- .ceptable’methods of installation is available from the Municipal Building Inspector. _ This assistance in conjunction “ ' _ with the Districts $40,000 a year * ditch cleaning program would insure: the maximum af- fecliveness of our present storm drainage system. ° Assist he Mayor and Council in their endeavours to convince financial assistance. must. be- forthcoming’ before _ this drainage program can be un- dertaken. 1 might suggest thal’ - you write or phone Mr. Dent or -Premier Barrelt, oe Contact your M.P..lJona .° .. -Compagnola, have her pressure. =.” that passing of a Bill that will. : allow C.M. & Housing to par- ticipate in storm ‘drainage. y= an jaace ent eres — pe IL sere TALEO Oa THE HERALD, Wednesday, October 23, 1974, PAGE A3 d what to do ads Ee = a EWER: BACK-UP IN YOU ' TCH OPEN oF “Overflow - ‘to. fill sewer ‘flows down ;&. raise level. in i f - manhole. ~ manholes. main Lote a ‘. Pere _— F overflows ditch at aati R BASEMENT “LEVEL IN. MANHOLE.” INA FLOOD SITUATION ‘Bll manhole of, © rant el caret eb wR ‘9. Sanitary, sewer incapable of handling: water. ° ae Water is forced up house lateral and into basement. ® were ammended.to include 3, ‘This may be prevented by a properly installed and. these requirements: - ‘functioning ‘backwater valve. installed on house: An‘ adequale underground . jsteral.. : : CO - at: eeavided By TEE large 4, Backwater valve prevents flows from sewer from diameter underground pipes: entering house... .. ; which would collect water from. 5, Even witha backwater valve floor drains should be roads and private property and. plugged during flood periods: a toilet flushed on main. -would prevent accumulation of figor will push sewage out floor drains since the back- ice Water In any one area. : . ae e proach isone which Water valve has been closed by outside water - pressure, : .woyld not only solve the present zt sewers, -As scori as (his was - & given, appropriate By-laws mH eaneaie Your Best Snow Tire Buy In Its Price Range > Sure Grip IV 4-PLY NYLON I 92 5 le . . . family SNecctine.... @ Dewp centre groove, desp shoulder with the bright tingling taste of B.C. 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