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Scarp <br />N <br />s9 <br />r� <br />s� <br />s� <br />Miller <br />Residence <br />McDowell <br />Residence <br />B-2 HA-4 \ �� <br />—�— JHA <br />HA-2 <br />HA-3 <br />-1 <br />r 'r. k -+ <br />h� <br />xi. t <br />Von -IV To <br />•.. �.► <br />IL <br />1, r• <br />• �'��'►;, �►��. •.-sue <br />LEGEND <br />v�ar- <br />U <br />B-1 - <br />• — Property line _1— Number and approximate 0 50 100 <br />location of boring <br />HA-1 <br />A A' Approximate location _�— Number and approximate Approximate Scale: 1 inch = 50 feet <br />t of cross-section I location of hand auger <br />0 <br />N <br />Reference: Site Plan based on field measurements, observations, and aerial parcel map review. Z <br />Project Number No. Date Revision B cK <br />1333322 Miller slope stabilization0. <br />a nELSOn GEOTECHIIICAL y <br />ASSOCIATES, inc1 3/14/22 Original DPN ABR <br />Schematic Site Plan <br />odinville Office Wenatchee 0 11-135th Ave. NE, A-500 105 Palo— St, <br />t.y <br />Figure 2 173Woodmvllle, WA 98072 Wenatchee. WA 98801 7 <br />w.nelsongeotechcom (425)486-16691 Fax 481-2510 (509) 665-7696 1 Fax: 665-7692 <br />U <br />