5032 NARBECK AVE 2016-01-01 MF Import

� �CA::CADE GEOTECHNICAL A DI\9SION Of CqSCACE TESTING LABORATORI', INC �12919 N.E 1i6iH PIACE KIRI;LqND, \MASHINGTON 98034 . . K'RKLAND. (206) 871•5080 SEAiTIE. (2G6) 525�6700 �ut�= 2n, iQa� ,7ob ]20. R77-1Rr, e Da��= Aneli 811 Central Roan Everett, i•;ashincto� °E7.0� Reference: Cut Slooe Anell Property Narbeck Road Enerett, SVashington Dear Mr. Anell: At your reauest, a Cascade Geotechnical qeologist visited the abo�*e referenced site to view the cut bank on the south side of the property. The cut bank is about eighty-five (BS) feet long and eighteen (18) feet high at its highest point. The existinq slope of the cut face appears to be approximately O.SH:7.OV. The cut was made along a portion of the south property line. . Construction of a five (5) foot high rockery had be4un on the east end of the cut bank. At the time of our visit there was approxi- mately thirty-five (35) feet of the rockery in place. The materials exoosed in the cut bank were dense to very dense, sand, silty sand, minor aravels, and minor clay of the t�Thidbey formation. No groundwater seepaqe was noted in the face of the cut. A small amount of fill was noted at the too of the cut bank in one area. In our opinion, the exposed soils are suitable for a 2H on 7V slooe. The s1oPe should be protected aqainst erosion by plantings and or another suitable metlioci.