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I <br /> I <br /> I <br /> �__.. .__ . I <br /> ' I <br /> CASCADE GEOTECHNICAL <br /> ' • August 3, 19A9 <br /> Job No. 897-25G <br /> CPC, LTD. <br /> i'' Page 2 <br /> ; <br /> � SITE DRSCRIPTION <br /> � The site is located on the south aiAe of West Casino Road in <br /> � Everetr., Washinqton. At the time of our viait there were two (2) <br /> � houses located on the slte, the western house had a basement. <br /> There were trees and bushes located between the two (2 ) houses. <br /> � Grass covered the remaininq area. ; <br /> � The site ia relativel.y flat throughout. r.onetruction for a new , <br /> qolf. course/park was underway to the east and there were vacant <br /> ` lots on the west and south sides of the elte . 1 <br /> I <br /> � <br /> ; we understan9 from the owner on site that a aeptic tank had been � <br /> 1� located at the back of the existing house to the eaet and was � <br /> � removecl some years ago. The owner was not certain as to the date I <br /> I� of removal or location oE former tank. � <br /> � <br /> ;�� SUASf]RFACF. CONDITIODIS <br /> Site subsurface conditions were deter��ined by excavation of three <br /> ;� ( 3 ) test pits on July 28, 1999 usinq a backhoe. Test pite were <br /> llmited due to exiatinq structures and trees on the aite. The test <br /> � pit locations are ahown on the eite plan in Appendix A. DetaileA <br /> soll �lescriptions an� test ait loqs may be founA in Apoendix B. <br /> � Soils were classified usinq the Unified Soils ClassifLcation System <br /> found in Apoendix C. Deptha referred to in thie report are <br /> � relative to the ground surface at the tlme of. our investigation. <br /> The test pits were six (6 ) to eight ( 9 ) feet rleep. <br /> � In gPneral, one ( 1 ) foot of topsoi? was noted overlyinq two (2 ? to <br /> � three �nd one-half (3 1/2 ) feet of loose to medium dense eilty eand <br /> � with some qravel. 9elow this layer was dense to very dense c�ray <br /> � <br /> � <br />