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.,�...,.,,�m�:r <br /> Ip<s...., .�. <br /> �a'z:::['i <br /> k <br /> �i .�\�. .. b R <br /> N': <br /> =`°��` . DAVlD L. NELSON AND ASSQCIATES, INC. <br /> � s � � � Consulting Engineering Geology <br /> '��' � ' ' " 206/788-Sii12 <br /> � � , �'�` a ' '�,.`��,�� 73424 Chain Lake Road Monroe, Washington 93272 206/7944_�32 <br /> � ,�.�_:.`.__� .. <br /> "-�,.m,�..a:..,�.�..�A.o., <br /> -;:�..�.�.�.��,.s <br /> m�.,�.,�.��.,�.� <br /> ����� <br /> � ��.._ � <br /> October 6, 1992 <br /> - Project No. 9892 <br /> S�'�� <br /> Mr. Dave Davis <br /> _ 304 - 88th Street SE <br /> Everett, Washington 98208 <br /> IReference: Engineering Geologic Evaluation <br /> Davis Lot Building Site <br /> � Everett, Washington <br /> '�`�;j Dear Mr. Davis; <br /> �F <br />� ��.� <br /> This is to serve as an engineering geologic exploration, <br /> consultation and evaluation report for the above referenced <br /> - project, as requested by you. <br />��`. <br /> INTRODUCTION <br />�1aii��.:. <br /> " ' The purpose of this report is to present our findings, opinions, <br /> conclusions and recommendations for development within the <br /> subject site area as proposed. We undersrand that development is <br /> ' to consist of a single family residence within that portion ��f <br /> the lot area near the existing steep bluff slope. This is also <br /> te serve as information as requested for the City of Everett for <br /> � their regulations of geologic hazard areas for potential building <br /> ' and development areas. We also understand that the existing and <br /> 1 future condition of the bluff area within the subject lot area is <br /> desired to 6e ascertained. We were contacted to present our <br /> ;{ opinions and recommendations for this development, including our <br /> q opinion for building setback and our suggestions for protection <br /> of the slope area. <br /> !1 The scope of services included performance of four (4 ) <br /> exploratory backhoe (test) pits. The approximate locations of <br /> �,!; the old and new test pits are shown on the Location Map, shaet <br />�a``"���8 N.-1 enclosed. We also performed visual observations of the <br /> �,='' � ground surface features and soil conditions in the area, and <br />�4���� reviewed available soils and qeologic maps of the area. This <br /> included the areas of the site intended for development above the <br /> :t . top-of-slope, the steep slope area below, and generally observed <br /> � the toe of slope area. A slope profile of our slope measurements <br /> i� and observations is enclosed on Sheet hf-2 . <br />'r,�/i, <br /> , <br /> ,�1;'1 <br />