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VICTOR AT~YEH <br /> <br />Department of Environmental Quality <br /> <br />522 SOUTHWEST 5TH AVE. PORTL^NO, ORI~GON <br /> <br />MAILING ADDRESS: P,O. BOX 1760, PORTLAND, OREGON 97207 <br /> <br />April 7, 1982 <br /> <br />~. & 5~s. Son Isberg <br /> 32665 Lake Point Ct. <br /> Wilsonville, OR 97070 <br /> <br />SS-%~Q~Fr~)osed ~¢reational Vehicle Park <br />Donald/I-5 Interchange <br />Tax Acct. #40746-000; Section 16; <br />T4S; RI~; W.N.; 11..45 acres <br />}~rion County <br /> <br />Dear ~r. & ~4rs. I~berg~ <br /> <br />On April 5, 1982~ I ma~e preliminary soil ~¢aluations in regard to your proposal <br />to develop an RV park adjacen~ to the [~nald/I-5 !hi,Change. As proposed, the <br />RV park will be located on a 16.40 acre par0el (tax account ~40316-935) and the <br />sewage syst~m~ will be located on the adjoining 11.45 acre parcel (ta~ account <br />~4 0746-000). <br /> <br />Ba~ed on my soil evaluations, you~property d~es not qualify for installation <br />of a standard on-site sewag~.~.~s~s~l syste~, ~ue ~o hiqh temporarily perched <br />ground%raters which occur ~ing ~w~.ter. Yo~r site appears to qualify for an <br />approved alt~rnative we ~all t/%e "~.:?le de~ater~lg system". I understa~dyou <br />have retaine~r. Joe Pe~rovich of S~£1MSewage Consultants. F~. Petrovich <br />is familiar with the design requi~e~aents of this type of system and can prepare <br />the n~cessary plans. In r~¢t~ the collection ~-stem, septic tank, a~d <br />dosi~ sump, these plans must be prepared by an engineer licensed in the Stat~ <br />of Oregon. To says time and expedite our review, perhaps Mr. Petrovich could <br />coordinate with the engineer you will use se only one sst of plans is sul~mitt~. <br /> <br />There are s~me special it,s ~at need to be addressed: <br /> <br />Before we can issue a feasibility approval, preliminary plans <br />need to be submitted ~t will add, ess the following~ <br /> <br />A hydraulic profile and cross-section of the proposed <br />tile dewaterin~ syste~. This must show that proper <br />depth and grade can be maintained (66 inches minimum <br />in the disposal area with a grade of .2 to .4 feet of <br />fall per 100 feet) to thu point of discharge. <br /> <br /> <br />