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4730 COLBY AVE SEPA 016 - 027 - YMCA Geotech Report 2025-04-14
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4730 COLBY AVE SEPA 016 - 027 - YMCA Geotech Report 2025-04-14
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4/14/2025 7:32:01 AM
Creation date
4/7/2025 8:48:23 AM
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Address Document
Street Name
COLBY AVE
Street Number
4730
Tenant Name
SEPA 016 - 027 - YMCA
Address Document Type
Geotech Report
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r <br /> October 25, 2015 <br /> YMCA - Everett <br /> L&A Job No. 15-089 <br /> Page 2 <br /> be demolished and a new multi-use building is to be constructed roughly over the footprint <br /> of the existing buildings. We understand the new building will be an above-grade structure <br /> to be supported on perimeter concrete foundations and interior bearing walls, beams, and <br /> columns. The area south of the proposed building, currently covered by lawn grass, is to be <br /> developed into a ball park. The area north of the proposed building, also currently covered <br /> by lawn grass, is to be converted into a paved parking lot. A detention/infiltration pond is <br /> to be constructed at the northwest corner of the site for onsite stormwater disposal. <br /> SCOPE OF SERVICES <br /> The scope of services of this study comprises specifically the following: <br /> 1. Review geologic and soil conditions at and in the vicinity of the subject property <br /> based on a published geologic map. <br /> 2. Explore subsurface conditions of the project site with test pits to depths where a firm <br /> bearing and/or infiltratable soil stratum is encountered or to the maximum depth <br /> (about 12 feet) capable by the backhoe used in test pit excavation, whichever occurs <br /> first. <br /> 3. Conduct Soil Particle Size Distribution Test in laboratory on soil samples obtained <br /> from infiltratable soil layer(s) if encountered by test pits, and analyze test results to <br /> determine soil infiltration rates in accordance with the procedure outlined in 2012 <br /> Stormwater Management Manual for Western Washington, published by Washington <br /> State Department of Ecology. <br /> 4. Perform geotechnical engineering analysis based on soil data obtained from test pits. <br /> 5. Prepare a written report to present our findings, conclusions, and geotechnical <br /> recommendations. <br /> LIU & ASSOCIATES, INC. <br />
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