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? ’ 1 IIS ' atm' ? w i t h t h a t o f t h e w e l l p im p , t o g e t h e r w i t h W a l l a c e & T l e m a n H e l l i g © Comp a r a t o r , F a l r b a n k a - M o r s e p o r t a b l e a o a l e f o r w e i g h i n g c h l o r i n e , a n d W e sto o pump w i t h 1 / 5 HP n o t o r t o d e l i v e r w a t e r I n t o n i x i n g dumber - a l l t o b e I n s t a l l e d I n t h e e x i s t i n g s p r i n g h o tta e - - - Constroot floo r with asphaltic covering inside spring house (to comply with requirement of State Health authorities) Construct 10* disaster hr 12* in height : redwood tank with root covering as re- ' tentlon tank to permit 20-minute action of ehlorine before water le discharged into collecting system to reservoir - Piping and elsetrio connections, transformer, ©to* — — — — in sta ll booster pump connected with 2* fire protection lin e to be constructed within -fence enclosure and .around- reservoir, with six risers and three 50* hose' reels -equipped with nestles fo r fir e protection - - - - - - - - - - - $ 1 8 0 0 200 700 i i so© 2 TOO TO 0ugnent water supply i f demand occurs, d r ill one new w ell about 6 0 0 * in depth to the upper producing horizon, and in sta ll Byron Jackson type of submersible pimp with pipe line connection - estimated to produce 9 0 0 , 0 0 0 GJ*D - - - D rill one new w ell about 8 0 0 * in depth to the lower producing horizon, with pipe line connections, allowing water f r o n same to flow by gravity into the reservoir - estimated to produce 6 6 0 , 0 0 0 ||f|j| — — -44 — — — — — Pipe lines and connections to settling basin ------- $16 600 1 2 8 0 0 24 600 $2 600 4, In stall booster pimping fa c ilitie s , consisting o f two pimps, which w ill i n - ! crease the pressure upon thp distributing system at delivery points on Main Street by 10 lbe. to 20 lbs, as nay be needed «?«» — — — — T O T A L RAILROAD EXPEHSE - - --------------- - ~ 6 60C $66 700