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( LOO OF O(PLORATION � � ! <br /> pEpTM{ USC SOIL DESCRIPTION <br /> TGBT PtT ONE <br /> 0.0-1.0 SOD ANO TOPSOIL <br /> 1.0-1•6 ML BROWN FlNE 9ANDY SLLT WfTH OMVEL,S�LT CNUNKS M1D'fRACE R007S(SOFT� <br /> M013�(iEEtlGtl.F1LLl <br /> ��y-Q•p SM ORAY�BLACK SILTY FlNE S/WD�N�i11 TRACE G��L(L009E.WEi)�LL) <br /> � SAMPLlB WERE COLIECTED AT 1.6 AND 6A Fl:ET <br /> MODERATE(iROUND WATEFi$ElPAOE WAB E NCOUNTERlD BELOW 3.5 FEEi <br /> TEs.�.PIT CAV�N�'�yyAg ENCpUNiEqEp FRpM L6 TO 8.0 FEEf <br /> 7EST PIT WA6 CAMPLETED AT E.O FEET ON IY.t61� <br /> 7�7 Pli 71NL <br /> 0.0-0.6 SOD AND TDP9G� <br /> 0.3-E.0 SP-8M BLAC KNCORRAGATED PIPE N DfGVAT�IDEWALL(�OOSE�YVET)(EILL?�i A <br /> �p�,E yy/��OLLECTED AT 4.0 FEEf' <br /> MODEFiA1E OROUND WAT[R BEEPACE WAS ENCOUNTERED BELWV 6.0 FEET <br /> TE9T PIT WAS COMPLE'fED AT AO fEET ON�OUONOIlT <br /> TE87 PIT TMRlE <br /> 0.0-1•0 SOD AND TOPSO�L <br /> 1.0-2.5 ML GFiAY-6ROW��SILTVYfiH FlNE SAND AND TRACE ROOTS(htEDIUM 371RF�MOIb'fl <br /> 25-7A SP/5M gG`/TMY��L��S��� F�gE 1'O D�NSE,MOIST TOLW�D W1LF INCH <br /> 7.0-8.5 ML GRAY RUST M0TT7-E� RINE SANDY SILT 1NRH 'RtACE ORAVEI. (�� T� � <br /> � STIFF,MOIST) ' ,.y, <br /> $AMPIES YVERE COLLECTED AT 2.0,6.0 AND 7•6 FEET <br /> HEAW OROUND WATER SEEPAGE WAS ENCOUNTERED SELOW BS FEET <br /> HEAW TEST PfT CAVMO WAS ENCOUPRERE�BETWEEN 0.6 AND a.6 FEET <br /> 7Eg1'p�T WAS COAIPLETEU AT B.S FEET ON 4f2Epi <br /> TE3T PIT FOUR <br /> 0.0-7.0 SOL�AND TOPSOIL , <br /> 1.0-4.0 ML GRAY SLIOMTLY RUST MOTTIFD SILT WITM flNE 3AND AND TRACE ROOTS(ST�RF. <br /> MOIS11 <br /> �.0-B.0 SP/SM �E IUM DENSE?0 DENBTE,�MOIST'TD NIEn�� INCH S�TY SANO INfEREED6 <br /> 8.0-11.0 SM GRAYSLIOHTLYRUSTMOTTLEDSILTYFlNESIW��T►i6RAVE�(�NSE'M�I�n <br /> gAMPLES WEttE COLLECTED AT 2.6,E.0 AND 8•b FEET <br /> SLI6M'f OROUNG WATER SEEPAGE WAS ENCOUNTERE�BELOW&D FEEf <br /> 7EST PIT CAVING WAS NOT ENCWINTERED <br /> 7EgT p(T Wq8 COMpLE�ED AT 11.0 FEET 0�'��� , <br /> �R: NELSON-COUVRET7�6 ASSOCIATES, lNC. <br /> ' RILE N0.75W99 <br /> FlOURE4 <br /> �/ <br /> ::t::......... ............................... ......................................................................................................... . ..... ............. <br />