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HomeMy WebLinkAbout20180398E003_Renton_ES_16_2022-06-03_FR_017 Kirkland | Tacoma | Mount Vernon 425-827-7701| www.aesgeo.com Date Mailed: Principal / PM: This document is considered a DRAFT until signed or initialed by an AESI Principal or Project Manager Page 1 of 1 v.7.20 FIELD REPORT Date Project Name Project No. Report No. 06/03/2022 Renton Elementary School 16 20180398E003 017 Location Municipality AESI Project Manager AESI Field Rep 1075 Duvall Ave NE Renton Bruce Guenzler, L.E.G. Bruce Guenzler Permit No. Client/Owner Attn Requested By Renton School District No. 403 Ed Thomson Client Engineer/Architect General Contractor Grading Contractor Weather LPD / Hutteball + Oremus Cornerstone Continental Dirt Contractors/ Jerry Jr. Cloudy, 60’s THE FOLLOWING WAS NOTED: Associated Earth Sciences Inc. (AESI) was on site to observe building pad overexcavation / fill, and to observe an existing well that was discovered in the building area. Upon arrival, we met with representatives from Cornerstone and Continental Dirt Contractors (CDC). Building Pad Overexcavation / Backfill Work continued today on overexcavation of wet surficial soils and replacement with imported rock backfill. Figure 1 shows the approximate area of overexcavation completed today. Total area of the highlighted area is approximately 3,100 square feet. Depth of overexcavation to reach firm support soils ranged from approximately 2.5 to 3 feet. Overexcavation volume today was approximately 330 cubic yards. Excavated material was exported. Import 2 inch minus rock was used for backfill, was placed and compacted in approximate 1 foot lifts, and appeared firm and unyielding. Nuclear densometer tests were not possible due to the coarse grain size of the fill material. The compacted fill did not yield or rut under the load of wheeled offroad trucks used to place the import fill. The area excavated today was not fully backfilled by the end of today and work will resume Monday. Work completed today was in general conformance with our recommendations and the results appear suitable in our opinion for support of the building pad. Discovered Well The contractor discovered a well in the footprint of the future building, at the approximate location shown in Figure1. The well consists of a vertical 6 inch steel pipe. The upper part of the well was accidentally damaged by land clearing equipment working in the area when the well was discovered. AESI sounded the well to a depth of 102 feet. The sounding probe encountered a soft bottom at that depth, and no free groundwater. The owners representative and the general contractor were searching for a drilling contractor capable of decommissioning the well. Figure 1: Approximate limits of overexcavation today shown in yellow. Approximate location of discovered well inside blue cloud.