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Marion County <br /> <br /> OREGON <br />COMMUNITY DEVELOPMENT <br /> D£PARTMENT <br /> <br />10/22/91 <br /> <br />JoHN W. ELDEN <br />401 NE 29TH CT. <br />GRESHAM, OREGON <br /> <br />97342 <br /> <br />SUBJ: <br /> <br />SITE EVALUATION FOR SUBSURFACE SEWAGE DISPOSAL <br />300 LAKECREST DRIVE, T.10S, R. SE, SECT, 10 <br /> SITE ~ 14469, APPLICATION ~ 9035882 <br /> <br />I stopped by this property while working in the area to <br />check the site for possible onsite subsurface sewage <br />disposal. It appears that locating the appropriate drain- <br />fields will be difficult because of existing excavation <br />for the previous building site. Drainfield lines can only <br />be constructed in the natural undisturbed topsoil. I <br />expect that you plan to site the drainfields upslope of <br />the proposed building site which might pose a problem. If <br />the drainlines are upslope of the existing excavation a <br />tWenty-five feet separation is required between the <br />lowest drainfield line and the downsl0pe cutbank. My <br />preliminary review leads me to believe that there is not <br />enough area to site a primary and the necessary backup <br />(replacement) drainfield. <br /> <br />At this point I suggest that you stake :out the proposed <br />construction to verify whether or not there is enough <br />space for the planned development. If it appears there is <br />area, go ahead and dig the soil test pits within the <br />drainfield areas and let us know when the pits are dug. <br /> <br />Call, if you have any questions. <br />office between 8 and 10 AM. <br /> <br />.SOIL SCIENTIST <br /> <br />I am usually in the <br /> <br />DON WOODLEY <br />BUILDING OFFICIAL <br /> <br />Senator Building 220 High Street NE Salem, Oregon 97301-3670 <br /> <br /> <br />