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 1 Fax(425)449-4711 www.esnw.com Project No. 9128.00 Page 1 of 2 Report ID 9128.00 E 2023 0308 Date Wed 3/8/2023 Weather Cloudy, 45°F Arrival/Departure Time(s) 10:40 — 11:10 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 LIVU KRC 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 and probe the subgrades for the lots onsite. Lot subgrade observations: Upon arrival, ESNW rep. observed the contractor has cut the lot subgrades to their final elevation in all the lots onsite and is preparing to place footings for the buildings. ESNW rep. observed excessive amounts of concrete rubble buried throughout the two western-most lots. ESNW rep. recommends that this material be removed from foundation areas. ESNW rep. used a '/2" steel T-probe to probe the lots where concrete rubble was not observed. ESNW rep. observed dense, firm, and unyielding conditions in areas where concrete rubble was not observed, considered suitable for support for the design allowable bearing capacity. The contractor stated they will be ceasing excavating operations in the lots and focusing on removing the concrete rubble found buried throughout the site. ESNW rep. will be available to observe the removal of the material and observe and test any backfill that is placed in the over-excavated areas. Vf.