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U.S. No. 200 sic�cl. grnin sizc dis�rihution. AUcrbcrg limits, and consulidation paramcicrs. A Jcscription <br /> ul'ihc labonlorv �cs�ing:md thc�cst resulis arc prescnlcd in Appendia f3. <br /> SITE CONDITIONS <br /> SURFACE CONDITIONS <br /> Thc propascd S�udcm Piincss and I lcallh Ccmcr is situalcd in Ihc wcsicm porlion ol'Ihc cxis�ing asphalt <br /> parking lul loca�cd cast of ihc Transit Ccnlcr and soinh of'Tawcr Strccl. Thc c�isting parking lol slopcs <br /> gradually I}um flc�a�ion R3 icci on thc ��c�t sidc lo �Icvation 77 Icc1 on thc cast sidc f'or an uecrall gradc <br /> chanec o(:�boul 6 Icci. Thc ovcrall gradc changc �cithin thc proposcd huilding foolprint is ahout 4 I'cct <br /> li'om apprusimalcl•. I:Ic�:dion R_"/ to 7S5'_ Icct. Thc parking Ioi has scvcr.il landscapc islands and is <br /> bordcrcd bv To��c� Succ� on thc noi7h. �hc Tr.insil Ccnlcr on thc �resL a commcrci:dirctail building on Ihc <br /> cast. :md Ihc Prcgnancy Rcsourcc Ccnicr I�handoned buildingl and motcl to ihc wulh. 11'c undcrstand a <br /> ho�vlinp allcy prc�iously occupicd a portiun of Ihc sitc bclirrc i� ��as dcmolishcd as part of Ihc parking lot <br /> constniclion. R�c undcrsland Ihc currcnl plans includc dcmolishinp Ihc Prcgnanc�� Rcsourcc Ccntcr and <br /> ihc abandoncd huildinc lu tl�c souih ul'thc silc �o consln�ct addi�ion;il p;irking spaccs. <br /> SITE GEOLOGY <br /> Gcologic inlimnaiion ti�r ihc projccl arr.i 1�linard. 19SS1 indicatcs Ihal nalirc �urlici�d soils at �hc sitc arc <br /> compuscd ul' glncial �ill. �rhich �uc undcrlain by ad�ancc uut�cash dcposils and'ur Transilional Bcd <br /> dcposits. Cilacial iill cummunly runsists nl'a vcry coiupact. poorly sortcd. non-svatilicd mis�tuc ol'cla). <br /> silL ��ind, ernvcl and cobhlcs. (ilacial �ill communlV appcars gra�� or hluc on a Gcsh surt:�cc. �vliilc <br /> �cca�hcrcd placial lill may bc bru��n�o yclloa� in colur. Till may includc lar�c houldcrs. <br /> Ad�ancc ou�wash dcpusils undcrlic �hc glacial iill and typicall� cunsisl of a Ihick scc�ion ul'moslly cican <br /> cray. pcbbly ti;1111I \1'IIII L171Y1'I. IIO\5'l'\'l'1'. �Illl'-L�':Ilill'lI ti8111I and sili arc common in ihc lu�ccr parts uf thc <br /> scciion and sparingly in Ihc upper parl un Ihc unii. <br /> Trami�ional Rcd dcposits gcncrally undcrlic �hc ad�:mcc out�aash bul dircclly undcrlic glarial till in lucnl <br /> areas. Transiiiunal 13cd dcpo�its consis� ol'lliick bcds ol'sliH�to hard cla��. sih. and �inc sand. <br /> SUBSURFACE CONDITIONS <br /> Soil Conditions <br /> I3:15C1I OIl Illl`SUII COI1lIIIlU115 l`Ill'OUII�CfI`lI 111 llll' IIUI'lI1Lti.llll'I1lIlIlI111�1 Slil` Iti LClll`feIIV 11111I1'I"Iain by asphal� <br /> paccmcni and hnsc cuursc m:ucrials o�crl��ing lill soils and naticc nudium slili'lo stifl'sih and clay. Thc <br /> sih and clay is undcrlain hy mcdium dcnsc w �'cr� dcnsc glaci:dly consulidalcd soils. Thc matcrials <br /> cnrounlcrcd in Ihc borin�s arc Jc,cribrd hclu�c. <br /> Asphalt and 13a�c Caw•sc. Asph;di paccmcm anJ a�plialt Ircaicd basc �cas ohscn cd in all of thc horings. <br /> Thc as�iliah pa�rmcni raricd liom >': In S!. inchcs thick. l3:isc cutusc consisling a(sihy finc io mcdiutn <br /> sand �ciih uccasion�il graccl �cas ohscrccJ in tiwr of Ihc �is horings. Thc hnsc cuursc and undcrlying <br /> subhasc courx la�cr. �chcrc prc.cnL �aric� tiom S to IS inchcs�hick. <br /> I�ill. Pill ��:is uhxncJ in hurine R-i io a Jcp�h of S 1'cct bclu�� Ihc c�isting pround ,ur�acc. Thc till <br /> �rnrrall� consists ul'mcdium drnsc sanJ �ci�h cariablc +ih and gr:ivd comcn�. Pill should bc cspccicd <br /> ��ithin ihc arca ul ihc dcmolishcd hu�clin,_allcy. <br /> l��r \�� z��)n-im-.ru� PnA��� GEOENGINEEII� . <br /> /1�` .4rh'l-. 'uiic � <br /> �.' - � <br />