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HomeMy WebLinkAboutSubsoils Report for Foundation Design¡tFrt*ffiåffifffi*:iiå*"' An Êmploycc ûwned Gompsny 5020 County Road 154 Glenwood Springs, CO 81601 ¡rhone: (970) 945-7988 fax: (97û) 945-8454 email: kaglenrvood(@kurnarusa.corn rvww.kulnaLusa,co¡n Office Locations: Denver (ÍlQ), Parker, Colorado Springs, Fort Collins, Glenrvood Springs, and Sumnrít Countl', {ìolorado October 3A,2023 Luis Vargas 7 92 Castle Valley B oulevard New Castle, Colorado 81647 umbll c2 02 0f@ gm ail. com Project No. 23-7-628 Subject: Update of Previous Subsoil Study Report for Current Project, Proposed Residence, Lot46, First Eagle Point, Battlement Mesa, 64 Talon Trail, Garfield County, Colorado Luis: As requested, we have reviewed the previous subsoil study report by Hepworth-Pawlak Geotechnical, Job No. 106 155 dated February 21,2006 for the current proposed development at the subject site. The update was performed in accordance with our agreement for professional servicæ with you dated October 27,2023. We aszume the proposed residence will be like that described in the previous report and be a one or two-story structure with garage. Ground floors could be structural above crawlspace or slab- on-grade. Based on orr review of the proposed construction, the recommendations presented in the previous report are applicable to the current proposed construction with the conditions and limitations presented in the report. We should observe the completed building excavation prior to forming for footings. The findings and recommendations submitted in this letter are based on the soils encountered by the previous subsurface exploration at the site. Variations encountered in the subsurface conditions during excavation could change the recommendations contained in this letter. Our serr¡ices do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Ifyou have any questions or need further assistance, please call our office. Sincerel¡ Kumar & Associates, Steven L. Pawlak, SLPlkac I¡J tt 15222 hrÈ Glædo8lflll HEFWORTfl . PÂIT'LåK GEOTECHNICAL Þr: Fhm¡¡ Êrn¡lL 81635 sllBsotr snII¡Y TORTOI]NDATION PROPOSXX) I{rT4q nRSTEAGT,ES 64TATONÎRÄIL BÄTTLE¡I{ENTMES.A, JOBNO.10601s5 ¡'F¡RI}ARYrL fAEPAREDF0RT EADBI]ILI]ERS, ATï3{: BRYAI'I é'l50 coüt{TYROAn PÁRACETTTE οt¡LEOf pttRFosE.ôt{D sco[ß@, rBmosÐ smEcoNDmü{S M¡NDÅNO¡3EARIIrc DESIQ\¡ FÍ,OORSIáDS sunrAcs TTMITAIIOI|S mtunEr -r¡ca:noN PI$JRB 2 . L(xi OF ETBI.OR.CKIRT'BO$NG FÍTIRE 3 . f .MFT{D å¡Ð}iÛIE8 FrfllrB4, rFsBE 5 - cnÁÐAuürlmÏ nESLLTS ÏABLE r- $tuttrt¡y (F. L.AmRÄroRy l- t- ,- 4' t- 3- 4- 5- PTIRPOSE¿TìD gCO¡ts This rqlat gæarts tùe rrsrdb of a subroil study ñr a on Int 4ó, lirst Eaglae Poiat, 64 Talm Trail, eíþ is showu on Figure 1. The pruçoie of fte sbdy tùcfrpndaliondøign ïbe studywas co¡rdu# iu geoùBdrdsal æginccring scrviccs to BAD Buililcn4 bbeloaúEat TtË¡rûirr tu ¡grÐEdfu 6,2f106. Fepworh-Pawlak Gcotcchnic¿L Inc, prcvious'ly gßsþdmicat shrily frr devclopm.cut oftbo mbdiviaio¡ and preccuted Notreubcr 21,20f)3,Iob No. 103 680. m rt¡tütdúil A ûeld aploratim progral colsisting of an rorytuasalbóhi¡ iaformstiotr oü the subsurfa!Ë conditío¡s. gz'tlllæ ðrríryeÊ ñeld qløatio wero þsûed itr ttre laboratory to cmpersibility or swoll ønd otLer eogincering ?bæsûttsofüÊfiúr oçlonlÍm and laboratory tostingwore mal¡zed io rmdÉiusfq frundation typcs, dqrths aud allowablo prcrsr¡rce ñr &e fr¡od*iæ. ftis rqutsmuarizæ fte daÞ obtaioeil ihiag ftis dnrtæüoncrtlusñong dæig! rccqmildätistrs and otbø gcotoejhnical ff¡*ti¡rtiærcbæd ¡nlbÊ ¡rryoseil conrüilolion ånd üc subsurÞce sonilitim¡ PROPOSEI' theproposetl resiilence will bs a sì'rgle storyçooiI ¡aArrdrerl gmgÊ aüd loceat in the middls oftüc lot shoçu oo f. 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