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1718 ENGLAND AVE 2016-01-01 MF Import
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1718 ENGLAND AVE 2016-01-01 MF Import
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Last modified
2/12/2017 8:44:50 AM
Creation date
2/12/2017 8:44:33 AM
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Address Document
Street Name
ENGLAND AVE
Street Number
1718
Imported From Microfiche
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� Gcotcchnical Enginccring l�v:�luation <br /> England Avcnue Lot <br /> ' Jmic 2, 2005 <br /> NGA File No.41 ISOS <br /> Pagc 3 <br /> I mapped as Esper.mce Sand (Qe1. This unit is described as nuudium to coarse sand. WhiJbcy Formation <br /> � (Qw) and Vashon Till (Qvt) arc also mappcd ��car this site. Our esplontions generally encountercd sanJ <br /> � consisteut with the description of Esperance Sand. <br /> q Eaplur:�tions: Thc subsurfacc conditions within thc sitc wcrc cxplon�d on March 22, 2005 by drilling <br /> � four borings to depths r.mgino from 41.5 ro and 51.5 fect bclow the existing surface using a tr;�ck <br /> � mountcd limited :�ccess Jrill rig. The approximate locations of our esplorations are shown on Figure 2. <br /> A o�ologist from NGA ���as prescnt durin� thc cxplorations, cxamincd thc soils and gcologic conditions <br /> Ii�acountercd, obtained samplcs of thc differcnt soil types, and maintained logs of the explorations. A <br /> Standard Pcnctration Ter: (SPT) was performcd on each of the samples during drihing lo docwnent soil <br /> Idensity at depth. The SPT consists of driving a 2-inch outer-diameter, split-spoon sampler 18 inches <br /> using a 140-pound h.unmer with a drop of 30 in�hes. The number of blows requircd to drive the sampler <br /> Ithe linal 12 inches is referred to as the"N" value and is presentcJ on the boring lo��s. The N value is used <br /> to evaluatc tlie svength and density of thc deposit. <br /> IThe soils were visually classified in oener.�l accordance with the Unified Suil Classification System, <br /> Ipresented in �igure 4. Thc logs of our borings are attaclred ;o this report :md are prescntcd as Fivures 5 <br /> through 8. �Ve prescnt a bricf summary of thc subsurface conditions in the (ollo�ving paragrapns. For a <br /> Idetailcd dcscription of thc subsurfacc conditions, thc boring logs should bc rcvic�vcd. <br /> Boring I encountercd loose to dcnse, finc to medium sand with laycrs of vcry stiff to hard silt extending <br /> to 13 feet below the existing surface. Below 13 fect in Boring I, we encountered medium dense to veq� <br /> Jense sand extending to thc bottom of thc cxploration at d1.5 feet belo�v the surface. This soil was <br /> interpreted asthe Esperance Sand. <br /> II3orings 2, 3,and 4 encountered a thin I:ryer of organic topsoil overlying the�sperance sand deposit. Thc <br /> upper two to eight feet o(the sand was loose. Belo�v this loose zone, these borinas encountemd medium <br /> � dense or better native ti:lll(I (IC[1O51Iti CSlCO(III7�' IO lI1C �C(7(I15 CX�IOfC(I at 41.5 to 5 LS feet below the <br /> surface. All borings were tcrminated in thc Esperance Sand deposit. <br /> I <br /> NELSON GEOTECHNICAL ASSOCIATES, INC. <br /> I <br />
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