9610 19TH AVE SE NEXTEL ANTENNA Geotech Report 2018-01-02 MF Import

8D�7i 66, !dT�80 3JIl X2J GEOTECHNICAL ENGINEERIN(3 REPORT NEXTEL COMMUNICATIqNS, iNC. EVERETT MALUCOMM SITE — Wq042'! •1 EVERETT, WASHINGTON VT6E IZ8 90Z�NOIltl�O"I 9-91M-13127-0 1.0 SITE AND PROJECT DESCRIPTION The pro�ct sile is located at 9610-19"'Avenue S.E. in the City of Everett, Washington, as shown on the enclosed LocaUon Map (Figure 1). The leased parcel is part of a larger, undeveloped site. The leased parcel is bcated within e co-Iocate site and is bordered by other lease spaces and raw iand. The endosed S/te & Exp/oraUon Plan (Figure 2) illustrates these site boundaries and adjacent e�sting �ealures. The site is accessible from tlte McDonald's parking bt off of 19°i Avenue S.E. Development plans call for co-locate on the existing towerard construcdon ofa new 70- by 2o-foot equipment shelter. We anticipate that site g�ades will remain virtually unchanped after stripping operat(ons have been completed. The conqusions and recommendatlons contained in thls repo�t are based on our understanding of the currently proposed project, as darived from information provided to us. If any changes are made In the project, we shouid be allowed to review such changes ta detertnlne whether any modHicatlons to our report recommentlatlons are needed. 2.0 EXPLORATORY METHODS We expbred surface and subsurface conditions al lhe projec: site on August 10, 1999. Our exploration and testing program compr(sed the followfng elements: A visual surtace reconnaissance of ihe site; One Soil boring (designated B-1), advanCed to a deplh of about 16 fee� A review of published geologidmaps and seismologic literature. The location and depth of our exploration was selected (n relatlon to the proposed site features, under the constraints of budget and site access. The bcaUon of ihe proposed equipment sheMsr was not surveyed and staked priorto ourarcival but each individual communication fease boundary was stakeci. Boring location was detertnined based upon the Site Candidate Infortnatlon Padcet (SCIP) received from N�(TEL Communicatbns, Inc., stake markings bcated within fhe leased areas, and accessablllry. Our exploration elevallon was es' mated from topography inFormaibn included within the SCIP. Consequendy, the loption and elevation date presented in Utis report should be considered accurate only to the degree permitted by our data sources. It should be realized that our ezploreUon revealad subsurtace conditioris only at a discrebe locatlon nearthe projed site and that adual condifions at the specificequtpment shetter locatlon could vary. s,w�+ura�c�w py,mw,u.uwronum Na.Nw�wn..�n hh�..oa sTis �: �81MC�1 �IV 11LWd t�IJtl: NdOS:Z : 66-9I-8 :A9 JAC�S