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N <br /> (BM2 <br /> 200'SHORELINE <br /> I I 1 130,0• MANAGEMENT ZONE(SMZ) <br /> 81 <br /> / 1 <br /> W.P.CORNER OF <br /> CHAINLINK FENCE <br /> J AT GATE <br /> I <br /> / / 1 1YP 1. APPROXIMATE E SOIL VOI IIMF, <br /> STORAGE BUILDING=130 FT X 225 FT FOOTPRINT FOR SOIL OVERBURDEN <br /> 30 FT HIGH PILE WITH 37'ANGLE OF REPOSE=51,833 CUBIC YD <br /> PROCESS BUILDING=130 FT X 211 FT FOOTPRINT FOR SOIL OVERBURDEN <br /> 30 Ff HIGH PILE WITH 3T ANGLE OF REPOSE=49,189 CUBIC YD <br /> TOTAL EXISTING SOIL STORAGE PILE VOLUME=83,000 CUBIC YD <br /> / 2. THE AREA SHOWN FOR PRE-LOADING SURCHARGE SOIL REQUIREMENT IS THE 30 FT <br /> CREST OF PILE. TOE OF PILE WILL EXTEND BEYOND,EXTENT DEPENDING ON ACTUAL <br /> 11 .; ANGLE OF REPOSE. <br /> 7 <br /> / u� N / I <br /> ! I <br /> Ir--- - -- --- -I <br /> b i EXISTING PILE \ I (' J <br /> 7 COVERAGE \� `!/ �I` I I /� I <br /> _ I / I <br /> 1 <br /> s PILE TO BE 30' MIN <br /> H THESE IN THESE AREAS \�\ <br /> o AREAS SHALL BE PRELOADED AND SURCHARGED WITH <br /> 30'SOIL PILE FOR A MINIMUM OF 90 DAYS,IN <br /> ACCORDANCE WITH°GEO ENGINEERS"GEOTECHNICAL <br /> REPORT AND RECOMMENDATION. <br /> � I � <br /> 5 <br /> 8U SITEG PLAN - SOIL COMPACTION AREAS <br /> CITY OF E TT <br /> REVIEWED F, ---'RMI- <br /> THIS DRAWING,INC DING THE PRINCIPLES <br /> OF DESIGN IS THE PROPERTY OF SMG INC. <br /> THE DESIGN JECWN IN THIS DRAWING <br /> TITLE <br /> IS sills <br /> ' 8625 SW Suite <br /> 600Cascade Ave. CARMAN HEIDELBERG CEMENT GROUP <br /> SITE SPECIFIC AND SN41 BE USED ONLY - <br /> fOR ME PROJECT SHOWN ON ME TITLE (�t1YSE Fp BeavertonulOre00 MR DELTA SOIL REMEDLennM L ffY WIM ANI ENGINEER DELTA METDMWING� V Op~' � gOO 97008 <br /> MAY HAVE BEEN REPRODUCED FROM AN Smith Monroe Gray Phone:503.643.8595 <br /> UNAUTHORIZED COPY'AUTHORIZEDFax:503.643.8610 <br /> CONTROL DOCUMENT IS EITHER A STAMPED ENGINEERS, INC. SITE PLAN <br /> HARD COPY OR DIGITALLY PROTECTEDSOIL COMPACTION AREAS <br /> `= ORIGINAL THIS <br /> DRAWING SHALL NOT BE -...gong,.. <br /> o USED IN A MANNER TWAT WOULD BE A 1 ISSUED FOR PERMIT JI7w 3 19 19 JLP DRAWN BY DATE REAL <br /> DETRIMENT TO SA <br /> G.ACCEPTANCE OF MIS ONALW ' OHNO �� SCALE FD11DRAWING IS AN AGREEMENT TO ME ABOVE OISSUED FOR CUSTOMER FINAL REVIEW J7w 2 11 19 .LPJXJ.VVALLAa8 30 18�M. REVISIONS B DATE CHKD 3.19.19 i i AS NOTED 8-181A-07 i <br />