4708 SEAHURST AVE 2016-01-01 MF Import

Gcotechr.ical Enginecring Eval, �� 4708 Sc•�hursl Avenue--Cartcr September 17, 2006 RMI File No. 3710G Pugc I 1 Closurc If the recommendalions in thia reporl arc implcmcnted, �he projcct should not bc adverscly affected by thc stability of the slopes on lhc site nor should lhe pro,jecl atTect lhe stahilih• of thc slopes. This report is issued �vith thc undcrsianding thai il is ihe rcsponsibility of Ihe owner or his rcprcsentative to ensurc thnt thc inlbrnudion and recomnundations conlaincd in this report arc callcd to ihc attcntion of nll concemcd partics and incorpora�ed into Ihe pl.ms and th,u ihu necessary steps arc takcn lo sec that the controclors or subconlraclors carry out such rccommcndalions in thc fidd. All pcoplc who own or oceupy homes on or licluw hillsidcs ,hould realir.c Iha� landslide roovements arc ahvnys a possihility, :�Iihoii�;h thc likclihood is luw that such an evcnt will ac!ually oceuc 17m landowncr should periodically inspce� thc slope, especially after a winter stom�. If distress is evidcnt, a geotcchnical enginecr should be cuntac�ed ti�r advice on renrediaVprevenlalive measures. 'I he probability that landsliding will oceur is substmitially reduccd b,y the proper maintenance of drainage measures at thc sitc. Thcreforc, thc liomcowner should recognirc the responsibility for perfonning such maintennncc. Consequcntly, wc recommcnd lhat a copy of our report be provided to eny future homco�mers of the propcny if the hamc is sold. We su�es� tliat ��c providc obscrvation of thc eanh��ork phascs of development. l his should includc grnding, toundalion construclion, nnd sctbacks, drainagc insL�llation, and crosion control mcasurcs. N�huugli ��c espec� si�c gculogy, soil types, cunJitiuns, and distributions to be iis discussed hereio, some variations in suhsurface conditiuns could occuc Should conditions other than those discussed above be cncounlcred, thc gcotcchnical consultnnt should bc notificd for rovictv and commcm. Additional or alternntivc recommendalions may be required. USI: pF THIS RI.POR7' This repon is ihe property of RI1ll ASSOCIATF.S LLC and hns been prcpared for A1r. Donald W. Caher and his agenls for use in planning and dcsign oi Ihis project on this sile only. Thc data and reporl should bc providcd to prospectivc contractors tiir thcir bidding and estimating purposes, but our report, conclusions and intenuetations should nM be construed as a wamnty of subsurface conditions. At thc timc of Ihis rcpui7. linal plans ��'cr� nol availahlc. \Vc recommcnd that ��c bc rctaincd to rcvicw final plans prior to �hc titan uf construc�ion to chcck ti,r conlbrnumce with the reconunenda�ions in this report. RMl ASSOCIATES LLC �2��