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TP-3 <br />(Approximate elevaUon 8 R) <br />Unlfled Soil <br />ClascilksGon Sample Mobturo <br />Oepth Syetem NoJD�pfh Cont�M <br />mt svmoa o..�� tn� tx� ome r.w <br />� <br />0.0-0.5 SP-SM Brown, flns to rtadum SAND wlth sllt and <br />roou (looa. moht to wet) (Iill) <br />0.&1.2 Ml Bro�m and pray. deysy SILT wilh Ik�s send <br />and ttaa ol orpenb maM41(medlum stlff, <br />m�isl to wet) <br />1.2•7.0 OL Oray-brown, orpanb SILT wlth clay and 1H 2-7.0 97.4 <br />trace ol very Me sand (eoR W medum atHl, <br />mdsl to wet) <br />7.0�102 ML praySlLTwlthday,orp�Ncmatetlal,end ?/7,0�10.2 &5.7 <br />�� a re�y n� w,a �mea�m $un, maa'ro <br />wet) <br />Test pit compieted to 1021t on January 14,1897. <br />Rapid proundwater seepege encou�tered at 3.0 n. <br />� I Unitled Soil <br />aass�noatloo <br />Depth System <br />rI <br />I <br />S <br />� <br />g <br />� <br />� <br />� <br />0 <br />Qd <br />L' <br />TP-4 <br />0.0-0.8 ML Brown SIIT with roofs, oryank material, and <br />��ace a aey �son, mas� ro weq (�opsw� <br />0.8-8.0 ML Qray-brown SILT wkh orpan� materlal, day, <br />Irace of very Ilne send. and oocaclonal <br />pockets of orpanlc mateAal (eoft to mecAum <br />still, molst to wet) ' <br />6.0-9.1 ML (iray SILT with oryenb mateAal, clay. end <br />t�ace o1 very flne sarW (medium stlfl, mdst to <br />wet) <br />9.1-102 SMIML Ciray, slUy, flne SAND/eandy SILT wiM trace <br />ol day and orpank meterlal (medum <br />dense/sdN, moist to wet) <br />Test pR completed to 10.2 fl on January 14, 1997. <br />Some groundwater seepage encountered at 1.0 fL <br />(Approxlmate elevaGon 7 ft) <br />Sample Moisture <br />NoJDepth Content <br />.... .... <br />1/8.48.1 63.1 <br />?19.1•102 39.1 <br />N01�: $Il�tlpf�I11C00MK1lNb�NECf1iM�Y11MpIMi1b1YlIIdN�1011ltl�b. �KbIMMIQ10fN�1�YNd01101Wb1U11iA0011�bM. 1MM <br />_ lo Sol C4sNAc�tlm SyiMrn Iq�xr la WatlaW WamaUon on syn� �nd MmMabpy. . <br />I� Log of Test Pits I Fgure A-10 <br />