Laserfiche WebLink
� <br />(ieoloric /nvesli.eatinn and Cieotechnical F.nitineerine Remir( <br />/229 �Lladrona rl ve. - !.o! 2 <br />F,reref(, IYashing(nn <br />�; <br />97-01-20 <br />For modeling under seismic conditions, we recommend that a dynsmic rectangular pressure increment <br />be added to the static equivalent fluid pressure in the form of 12H psf. <br />4.8 Erosion Control Measures <br />]iest Maragement Practices, as outliued in the Washinglon Department of Eco%gy s Storm Water <br />Ma�rugenrent Manua! for the Puget Souiul Basin should be applied during the construction phases of <br />this project. Erosion control measures should also comply with WSDOT Standard Specification <br />section 8-Ol, Erasio�t Ca�trol. In addition, any identified surface drainage pathways off of d�e site, <br />aRar initial site development, should be protected from ruu-off and siltation with filter fences, straw <br />bales or settling ponds. Permanent erosion control measures should be installed as soon as possible <br />after completion ofwork in any one area. <br />5.0 CLOSURE <br />Tl�e conclusions and recommendations contained in this report are based on the observed site and soil <br />conditions at the time of the site reconnaissance, the suppGed site plans as drawn by t6e LOT Design <br />Grorip and upon our understanding of the project requirements as explained by Mr. Bob Brokaw of <br />B&L Properties. Some variations in the subsurface soil types, soil stability, estimated depths to bearing <br />soil and weather related impacts may occur during construction. These may add to the expense of the <br />project. <br />GES, Inc. is available on a limited basis to provide construction inspection services as recommended in <br />tLis report a:id 10 m�kx on-site assessments of cha��ged conditions as necessa.ry during construction. <br />13 GES, Inc. �� <br />