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5300 GLENWOOD AVE 2018-01-02 MF Import
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5300 GLENWOOD AVE 2018-01-02 MF Import
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Last modified
9/20/2022 10:28:18 AM
Creation date
2/11/2017 6:54:05 PM
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Address Document
Street Name
GLENWOOD AVE
Street Number
5300
Imported From Microfiche
Yes
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, ._., �_. .... _ . . ..... . . ... . .... ..... . . . . .. ,._.. . , ..__ . -- � - . . ... <br /> Glenwoal Terrace I <br /> Filc Numbcr 126994 <br /> May 12, 1994 <br /> Pagc 6 <br /> slopc is loose,but signs of siope nrn•�mr,ni�cere not observed. Test pits excavated in 1987 in this area did <br /> not penetratc dvou�h ilic till. <br /> Cut Sfope Acea: 'ii�e south and west portions of Uic sitc are underlain at depth by ouhv�sh. 'iliis urtit is <br /> exposed in the lower portions oC die stccp cut. 'Il�c ouAvuh consists of liglit gray to light tan,dense, fine to <br /> mcdium sand with trace amounts of silt a��d interbedded zones af gravel and silty sand. 'Ihe outwash is <br /> ovcrlain by glacial till. Till w�s identifed near q�e upper portion of the exposed cut. Duc to the stecp <br /> inclination of the cut, sloughage has accumuluted at the tce of lhe stcep slope. We did not observe any <br /> signs of decp-se�ted landslides, even though, somc sloug}�age and intact blocks have detach�d from the <br /> face. <br /> Detention Fond Arca: 7hc northeast portion of d�e site, N•hcro the detention pond is to be located, is <br /> undcrlain at dcpth by glaciall}� dcrived material which �tiro havc classified az transitional beds (Qtb). This <br /> material consists of light bro�m, medium dense to dense, fine to medium s.vid�vith occasional coarse s�nd <br /> :uid gnvcl intcrbeddcd witl� dcnse, silly fine to mc�ium sand. '�e upper surface of the Qtb was <br /> encountered in Test Pil 6 at a depth of 13 fttt below the ground surface. 71�is deposit was uot ide�di6ed in <br /> the other test pits in lliis area. Above the Qtb matcrial the cxplorations cncountered the advance ouhvash <br /> (Qva). 71iis matcrial consists of a sand widi varying silt and gravel conlcnl. Thc top of ttie Qva �vav <br /> encountered behveen 5.5 and 10.0 fect belo�v tlie ground surfhce. Above the Qva we encountered fill that <br /> cousists of silty syid witl� gravel boulders and organics. Thc topography mnp indicatcs that lhe fill may <br /> extcnd at Icast a Pe�v fcet bclow the clevation of the bottom of the pond. <br /> Rubble Fill Area: Thc rubble fill has b��cn creatcd by past grading�ctivities on the ncighboring lot. The <br /> fill is identif�d as nibble base+l an Uie abscrved picces of rubble on Ure slope surface. We did nol perform <br /> any subsurfacc erplorations in dic neighbormg property, therefore, the dcpdi and the density cuuld not be <br /> dctcm�incd. We suspcct Umt lhe rubble fill is looscly compacted. Observation of the sudace soils indicate <br /> that the fill consists of loose to mediurti dcnsc, silty s;md with gravel,cobbles and dcbris. <br /> 71�e portion of die site adjacent to lhe rubble fill is underlain at depth by outwash. The outwasl�consists of <br /> 6luislrgray, medium dcnsc to dense, fine to mcdium sand �vilh course sand m�d gmvcl.' 7hc top of the <br /> ounr:uh r.uiges Crom 3.0 to 6.0 fext in depth. Overlying the oubvash, wc cncountered pcat. The peat <br /> consists of dark 6ro�m, loose, organic material. The surCace of the pc�t ranged from I.0 to 3.0 fcct in <br /> depth. Ovcrlying Uie pa�t, we eowunterccl similar fill to that described in thc gcncral subsection. <br /> NELSON-COUVRETTE& ASS�C(ATES, INC. <br /> FFA--23-1446 12�04 2f�5 481 2510 967. P.08 <br />
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