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� FIELD REPORT <br /> NEISON- Project: RESIDENTIAL HOLTSE File No.: 121594 <br /> COWREITE & Owner: DONOVAN HART Date: 1/28/94 <br /> ASSOCIATES, INC. Location: EVERE7'f Repon No.: 1 <br /> t731 i 135TH Ave. NH NA-Soo Weather: FOG / 45 DEGREFS Page: 1 of 2 <br /> Woalinville, WA 98072 PU�puSC <br /> (2W)486-1669 FAX 481-2510 of Visit: FOUNDATION EVALUATION 13y: WB <br /> We arrived on sile, at the requcst of Donovan Hart of the Commonwealth Group, to evaluate footing <br /> subgrade for a planned residential house in Everett, Washington. The site is located at 6220 Cady Road, <br /> Evcrett, Washington. Donovan Hart informed as that during excavation for exterior wall footings two areas <br /> of soft soils were discovered. We were informed that these areas had been overexcavated to dense native soil <br /> and replaced with rock spalls to footing subgrade elevation. The approximate location of these repaired areas <br /> is shown on lhe atlached site plan. The cily of Everett has reyuested that the bearing capacity of the soii <br /> underlying the repaired areas be documented by a geolechnical engineer. The footings for the planned <br /> residence had aiready bcen poured and the majority of the framing was completed. <br /> Upon arrival we met with Donovan Hart. Mr. Hart had excavated a test hole in the NE wrner of the <br /> foundation prio: to our arrival. The hole had filled with water. We observed that rock spalls supported the <br /> footing. The subgrade adjacent to the footing was evaluated by probing with a 1/2 inch diameter stcel rod. <br /> The sleci rod was pushed through the remaining spalls in lhe test hole and into the native soil. The native <br /> soil probed dense and is in our opinion suitable for foundation support. <br /> A second test hole was excavated near the west side of lhe house. Water was encountered at a shallow depth. <br /> Rock spalls were found adjacent to the footing. The soil below the rock spalls probed dense and is in our <br /> opinion suitable for the support of foundations. <br /> The rock spalls were observal to extend 5 and 4 feet below existing grade for the first and second test holes <br /> respectively. It is our opinion that if the footing subgrade in these two areas was prepared as obsencd in <br /> both of our test holes it is suitable for foundation support. _ <br /> S r, coU �� i� �� �' � ��� �� I�� '� <br /> rvu� ��Si� t;� I n l, . <br /> -t•• L1 LI F Q O S 1c;,c, _ <br /> , a E <br /> •, r� <br /> a <br /> cri r cr EvrRrrr <br /> �� � ��� �� �,2'��q� UIdR. P�rnut C�:int�" <br /> 'e�•, CIti7'BR'V��1 <br /> ,S��NAI�E�� �� ,� � <br /> Attachments: Sitc Map Signcd� �� -- �-� �A <br /> Distribution: Donov �N���� <br />