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HomeMy WebLinkAboutObservation of Excavation 06.22.2020Kj-rf ffi,ffi*ffi:ff"'*" An Employ€6 oûrnocl compony 582Q Cau*Ty Road 154 Clel.:wood Spririgs, Cû 81{¡01 phone: (9?0) {} 4 5-1 t}88 fax {r}70} ç/15-8454 ea:. ai1'. 1:a g,l *n ** a a <1 (i;kttmar *sa.cor: wrvw.kul¡arusa.coll OlTice l¡earions: llenver lÌlQ), Îa¡ker, Colo:ado Sprin¡is. Fort Colli*s, CIertlvr:ad Springs, an¿l Surirn!a tlxtttty, {.-r:ksrado June22,2020 Desiree Attebury 195 North Meadow Drive Rifle, Colorado 81650 óç.ú:å1,Øçøx,æn Project No. 19-7-548 Subject: Observation of Excavation, Proposed Residence, 878 County Road227 (Miller Lane), Garfield CountY, Colorado Dear Desiree: As requested, a representative of Kumar & Associates, Inc. observed the excavation at the subject site on June 19, 2020 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a subsoil study for design of foundations at the site and presented our findings in a report dated October 11, 2019, Project No. l9-7-548. The proposed residence will be a two-story wood frame structure over a full basement. We understand that the basement foundation was designed for an allowable soil bearing pressure of 2,000 psf. At the time of our visit to the site, the foundation excavation had been cut in fwo levels komS'/z to I 1 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of medium dense, silty sand with gravel. No free water was encountered in the excavation and the soils were moist. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 2,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural soils. Other recommendations presented in our previous report which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. Our services do not include detennining the presence, prevention or possibility of mold or other biological contaminants Desiree Attebury J.sne22,2020 Page2 (MOBC) developing in the future. If the client is concemed about MOBC, then aprofessional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, Kumar & Associateso Inc. Daniel E. Hardin, Rev. by: SLP DEHlkac Cc: Jim Rorneo Kumar & Associates, lnc. o Project No, 19.7-548