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11825 AIRPORT RD 2016-01-01 MF Import
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11825 AIRPORT RD 2016-01-01 MF Import
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Last modified
12/22/2016 11:02:11 AM
Creation date
11/22/2016 5:03:23 PM
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Address Document
Street Name
AIRPORT RD
Street Number
11825
Imported From Microfiche
Yes
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r l <br /> I �I <br /> � Nonhern, ►nc. � <br /> � <br /> ( 1.O INTRODUCTION . �, <br /> � John Strobel of RHL Design Group Inc. requaad GN Northm�, Ine• to conduet s � <br /> ( geotechoical investigation at the proposed new 7-Eleven project site, loested ia Everett, ' <br /> Washin�toa T6is rcport wmmarizes the 6ndiags of our field investigation, prcaa�ts { <br /> geotalmical conclusions, and provides preliminary recommendationa for tde propoaed � <br /> Prol� i <br /> � I <br /> Mr. Strobel granted verbal suthoriution on June 26, 1998,to proceed with thia l <br /> I Pr°Ject' I <br /> 2.0 PURPOSE AND SCOPE ' <br /> a <br /> 1 <br /> � The purpose of this study is m iavestigate the surface and subsurface coad'ctiona u the � <br /> site in order W formulue geotecMnical conclusions and recommendations for the coesvuction � <br /> of a new 7-Eleven Convenience Store,aad associated fueling stadon. <br /> � Our scop�of work for this project included tlie fotlowing: � <br /> �_ • a Seld wrface reconnaissance of the site; <br /> • conducting and logging of tivee(3)backhoe test pit a�one(1)hoUow atem auga <br /> � test boring on the pmjecc site, and corroborating iaformation with the subwrface <br /> information gathered for a test pit on the sdjacent Jack-In-ThaBox Restaurant; <br /> • a review of iafocmation in our files and library; <br /> L . and the preparation of a geotechnical engineering report. <br /> Subsequent to our subwrface study, an additional test boring was coaducced in tlu <br /> � proposed underground storage tanks(US'1)location ia ordu to#omwlate specific <br /> rocommendations regarding dewatering of the UST excavations duriag coastrucNoa <br /> � This geoeechnical engineering rcpoa addreves tlu surfaa a�wbsurfice conditiona <br /> at the site,presenu geotechnical conctu�oas regazdi�.�g suitability of t6e aiu for the propoxd <br /> � project,and provides preliminary geotechaical recommendations for t6e following: <br /> • Subgrade prepazation and grading; <br /> � • foundation placement; <br /> - • slab-on-grade floon; <br /> • parking/driveway acea subgrade prepuation and pavement daign; <br /> I • cut and fil!requ'uements; <br /> • site dewatering; <br /> • And site and building drai�nage. <br /> I <br /> I <br /> I <br /> — � <br />
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