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. TERRA ASSOCIATES, Inc. nailyFiclJillemu <br />Projcc� No. (3G6-I <br />Consuhan�s in Gcoiechnical Enginezring, Grology Mcmo No. ( <br />and — <br />Environmenlal Latih 5[icnCes Da�c 3/30/10 _ <br />Projcch Rcwil 13uildine-Gvcrclt hiall Subjcch Stol'Itt, ��.:wer, mtd I3Uilding Ped flll <br />Lncalimr <br />�Vcathcr: <br />I:vcrctl, N'a Contraclor: Kirdcy Culc <br />Mostla/Cloudy Prescnt Al Sile Grce <br />All tcsts arc al Ir,ist 95%uf lab maximum dcnsily according tu AS'I'M D-ISi7, lcsLs takcn at random lucalions. <br />''I'hc rcmaindcr o(thc abanduncd I S"/2d" sturm linc I}om �hc cxisiing C8 5 lo CI3 NZ o�as remo��cd. "I'hc Ircnch (-5' in <br />was lillcd in –I' lills :mJ compactcd �vith a I luc-pack and �rno!h Drum Rollcr to a dcnsc slalc. <br />*Pill of tlie building pad is in progress. fmporled sand N:.n gravel is being placed tvith Dump'I'rucks, graded wilh a <br />D-3 Cat in i' ur Icss lifts, and <br />*'I'csls �vcrc lakcn <br />sewcr linc. <br />with a Smaoth Drum Rollcr to a densc slatc. <br />& comp:�ctcd lill at resb.ircd csisting sub-gmdc ovcr thc rcccntly installcJ storm linc and <br />'All Icsts indicalc adcyu;ilc comp�ction �vas achicvcd. <br />'All tcsl dcpths or cic��ations arc mcas�red I}om czisting gradc* 'GN=Grcasc Inlcrccptor Vault' <br />9:30 AM lu I 130 AM (21vs.) (d2 mi.) <br />ricld Density Test Uale <br />*Ab. S=Abondoncd Stonn I.inc' <br />Tcst Dlaislurc Dry Rclativc <br />y�� •r�s� i ��:�uo�� Deplh Snil Conicnt Densily CompAction Rem•rrks <br />(fiJ T��pc (�%) (PCF) (%) <br />17 Ab. S, I:xisting CL3/C8 .t2, AfiJ•linc -2' A 7.G 134.1 9G <br />IS Ab. 5. Bzisting CB, 25' S -I' A 7� 137.7 98 <br />19 Ab. S, lisisting CB/Cf3 J12. R1id-linc SCi 13 S.R 13i.0 9( <br />20 I8" ti�orm. CB 91A/NI. hlid-linc tiG A 7.7 13d.3 9( <br />21 18" Stonn, CB NI, IS' N\4 SG A 7.0 13G.5 97 <br />22 G" Sc�ccr'I�io-in, ?0' W ol'G cnd SG A G.G 138.d 99 <br />23 f3uilding 1';�J- GIV. 20' S +I' B G.I 133.4 'JS <br />ZJ 13uilding Pad- GIV. �10' ti. 20' li +2' 13 5.9 13i.G 97 <br />2i 13uilding Pad, S margin. M1IiJ-linc. 6' N +1' I3 5.8 13d. i 9G <br />� <br />Nnle: "I'he abuve �esi results represcnt soil cumpac�ion at tl�e specilic lucatiuns and depths iwted. ;md muy not bc reprettnLrti�•c ol' <br />compadion al oUicr lucotiuns or dcpths. <br />I;`': D1CWlt] I3. SI111II1 Copicsto: <br />.y <br />