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4508 RIDGEMONT DR 2016-01-01 MF Import
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4508 RIDGEMONT DR 2016-01-01 MF Import
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Last modified
2/27/2017 9:15:27 AM
Creation date
2/27/2017 9:15:14 AM
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Address Document
Street Name
RIDGEMONT DR
Street Number
4508
Imported From Microfiche
Yes
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FROM : D.Eruce, P.E. Engi�ee•.' PHONc N�• � 2d6 5a6 8442 Pkr. 70 2080 10:53FM P1 <br /> Dennis M. Bruce, P.E. <br /> M.S.C.E., M.B.A. Gaotech�ical/Gvil ErpinMr <br /> M��� Zo. zoao �� � � o d �� <br /> A�P, 0 3 20Q0 <br /> City of Everett <br /> c!o Mr. Jerry Coon CITY OF EVERETT <br /> 10203 Dakota Way Permit Services <br /> Everett, Washington 98204 <br /> Sub�eCt: G�otoCltnlo�l Evalu�tfofl - Foundatlon Recvmmend�tions <br /> Proposad N�w Gan�e Bulldl�� <br /> 4608 Rldp�mont Drivs, Ev�ntt, Washington <br /> This engineering report presents the resuRs ot a yeotechnical evaWation of the <br /> proposed garage additlon project et 4508 Ridgemont Orive, Everett, Washinglon. <br /> oFccoFursc_• <br /> • Project plans by Phil Kng Designa, deted Decembar 14, 1999 (2 sheats� . <br /> • Site pldn (availabie from Cwner ehd ContraCtof) <br /> • Photographs <br /> EVALUATION: <br /> This en�ineer conducted an on-site yeotechnicdl eveluation on March 18, 2000 <br /> (see photographs). The proposed garaye project will bs free-stdndfng a�nd detached <br /> from the exlst(ng reaidence at 4508 Ridgemont Drive. 7he proposed foot�rint zone for <br /> the new garege had been deared end staked (see photographe). <br /> The isaue of geotechnical concern Involves the rear alope behind ths pcoposed <br /> c,Hlragp 1o0tprint. Currently, the staked IOCatiOn of th@ garpqe will ocCur within <br /> approximately four to seven feet (4' - 7') of the toe-ot-slope. <br /> This engineer evaluated the axisting rear slope with use of e standard soils <br /> probe. AddiNonally, the expoeed soll bshind the axisting residence was evident. The <br /> soll canslata of denee send, capeble of providiny a minimum 2,000 p.s.f. bearing <br /> capaciry. This sandy sdl drains extremely well. T.iere was no evidenc�s of any <br /> qeoteChnfCal distre95 at th0 rear hiilsid0: No slitles, no Slumping, no 6oil creep, nor <br /> any significant erosional degradation. <br /> The proposed garaga project will not cut or undermine the existiny rear slope. <br /> EOILS • FOUNDATIONS • SIiE UEVELOVMENT • lNSPECiION • ORAINAOE • DE91GN 1 PEHM�7 • LfGn( <br /> P.O. Bac 66602 • Shorelina, WaahirgtOn 88:66 • (206) 648-9217 • FAX 646•8412 <br /> � <br />
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