1724 100TH ST SW 2025-11-07 - Laserfiche WebLink

Earth Solutions NWLLC 15365 NE 901h Street,Suite 100 FIELD REPORT Redmond,WA 98052 Main(425)449-4704 i Fax(425)449-4711 www.esnw.com Project No. 9128.00 Page 1 of 1 Report ID 9128.00 E 2023 0321 Date Tue 3/21/2023 Weather Cloudy, 40°F Arrival/Departure Time(s) 8:40 — 9:10 Travel Time(hr) 1.0 Project Name Dakota Way Short Plat Location SE of 100th St SW & Dakota Way, Everett ESNW Rep.&Phone Greg Buzitis, (206) 488-4151 Client Info/Contact GPA Enterprises, Inc. I Pavel Andreyanov General Contractor Info/Contact Reviewed By LAC UU KRC lei Field Supervisor Initials/Date Project Manager Initials/Date Limitations:The presence of our Feld representative at the site is to provide our client with a source of professional advice,opinions,and recommendations based upon the field representative's observations and testing of the contractor's work. Our services do not include supervision or direction of the contractor,their employees,or agents. Geotechnical recommendations for obtaining project objectives may be made by our representatives;however,direction of the actual work should come from the owner or contractor,as appropriate. The contractor is responsible for complying with the contract documents at all times,regardless of the presence of our field representative.Jobsite safety,including compliance with all applicable state or federal regulations, is the sole responsibility of the contractor. The observations,recommendations,and conclusions provided in this field report are preliminary until reviewed by the ESNW project manager. ESNW rep. was onsite to observe the subgrades and over-excavated areas for the lots onsite. Lot pad over-excavation observations: Upon arrival, ESNW rep. observed the contractor has finished cutting down the lot pads onsite. ESNW rep. observed the contractor has over-excavated 2' below the projected grade and found dense, bearing soil. ESNW rep. spoke with the contractor and determined that they have removed all the concrete rubble that they had seen. The contractor then stated that they would begin to build the pad back up to grade with quarry spalls. ESNW rep. used a '/2" steel T-probe to probe locations throughout the building pad and observed dense, firm, and unyielding conditions considered suitable for support for the design allowable bearing capacity. ESNW rep. will be available to observe the area when the remaining backfill operations have been completed. .01+ "