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WILLIAM H. 'DOAK <br /> <br />I..,~n8 rise ¢on.~ultant <br /> <br /> November l?, 19T6 <br /> <br />5o1! 5cientlst · Real$1ered Stmitarlan <br /> <br />Vines Pavl~cek <br />2335 {~drona <br />Canby, Oregon 97013 <br /> <br />RE: Ts× Lot 735, 7_0 1, 735-2, Section 30, TqS, R1W, Wm. <br /> lO acres ~. <br /> <br />I have completed the soil investigation of the above decribed <br />property in preparation of an application £or a variance sub- <br />surface sewage disposal system as authorized in OAR 340, 75- <br />O15 adopted September 1975. <br /> <br />The site of the proposed variance disposal system is underlain <br />by a somewhat poorly drained terrace soil developed on silty <br />alluvium. The apparent texture and enginaering o lass is silt <br />loam ML, A~ over silty clay loam ML-CL-A6 over a brittle silt <br />loam ML, A~. The depth to distinct mottles of chromos less <br />than two which is indicative of winter perched groundwater <br />ranges between 15" and 18". The slope is less than 1% to the <br />Northwest. · .... <br /> <br />The following proposed construction is to be included in the <br />completed variance application form. <br /> <br />The site of the proposed drainfteld (130' X 80') is to be <br />plowed or turn,tiled ~o break up the vegetation ma~. A single <br />lift of 12" of locally derlved silt loam top soil (taken not <br />deeper then 12") will be placed on the prepared site. A <br />volume of 400 cubic yards of fill will be required. Into this <br />12" capping fill, 6, 100' equal trenches 2' wide and 2~" deep <br />(1~" into natural grade) will be installed. Following inspection <br />for grade and depth, the site will be backfield, finish graded and <br />planted to perennial fesque grass. <br /> <br />The shallow installation (12." into natural grade) will place <br />~he sidewall absorption area above ~he temporary perched ground~ <br />water or in contact with the more permeable A soil horizon. <br />The sapping fill will extend 15' on elthe~ side of the disposal <br />trenches. The slope is so slight the hazard of downalope <br />breakout is reduced. <br /> <br />752~ $.E. Lake Road · MilwauMe, Ore$cvn 972'22 · l~on~503),653.1405 <br /> <br /> <br />