500 LAUREL DR 2016-01-01 MF Import

07-31-01 20�54 TERRY ID=42/5+Bg36889 P03/B4 I- C . Geotechnical Plan Review 99-2163-1 Hoban Addition July 31, 2001 - 500 Lau�'el Drive; Everett Geotechnical Plan Review and Comments Pag2 2 Based on our review of the geotechnical aspects of the above-listed project plans it is our professionai opinion that, with two minor excePtions, these plans not only confarm 10 the original geotechnie;al recammendations, but include supplemental pin-pile foundation support. This supplementat foundation suoport should be expected to substantially enhance ttie trarsfer of the new buitding lo ae into the firm and aompetent native soils found a short distance below the existing g The :wo exceptions found in our review pertain to the in;.lusion of a foundation drain detail in Sections 3 and 5 on Sheet A-3. A pictorial depiction of the proposed detaif is attached to this fetter as Plate 1. W e also sug�est that the perimeter footing drain also be shown as a dashed line along the exterior of the new addition. Ciosure we appreciate the opportunity to be of additional geotechnical service to you and ihe homeowner, and we trust the above informstion is sufficient to allow you to complete these final project plans and c�ain your permft appfoval for Uie addition. Our work on this geotechnical p!an review has been Qerformed. and our opinions and recommendations fiave been derived, in a ma�ner consistent with that tevel of skill, care and competence ordinarily sxercised by other members of the professian in good staneSs �rr i eN�y practicing under simllar condition inthis area only. No otherwarranty, exp p is made. Should you have any questlons regarding this geotechnical plan review, or if we can be of any further geotechnical assistanr.e, please call. Very truly y CREATIV� Glen Mann, P.E. 'i�.,,� President oau�aapra,io Attachments: c.c.: INC. .3 Plate 1; Typical Footing Drain Cetail Mr. S;�awn & Ms. Kathy Hoban gmry�{opa�� Geoteclmical £'tan Hev�ew Lellerleb79 3�