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1 DRILLER YIIESTWMAT DIDLLWG.WCJDOUG <br /> Au6ERsp1 <br /> PROJECT E-Z SERVE LOCATION NO 100966 SOIL BORING / WELL LOG CME RS045lV <br /> 10-WCH DIAMETER HOLLOW-S'T'EM <br /> LOCATOIR YEAS-1 <br />' BORING DATE 12-10-02 DATUM GROUND SURFACE DIP VERTICAL LOGGED' CHRIS OSBURN <br /> DEPTH SOIL SOkL PROFILE SAMPLES CONCENTRATION <br /> SCALE <br /> ¢ F <br /> w S p a OVA(PPM) <br /> t rn <br />' DESCRIPTION ❑ �Sn TPH9 ANALYTICAL (*kT <br /> LL 4a o b O RESULTS(Ingikg) <br /> N J <br /> 0 3 OF ASPHALT <br /> SILTY CLAY(CL) BLACK(10YR Z'I)MEDIUM <br /> L 4 PLASTICITY CLAY DAMP HARD STRONG —— vE As vs CL ge >10000 <br /> HYDROCARBON(HC)ODOR <br /> 8 .IL s <br /> SILTY SAND(SM) STRONG BROWN(7 5YR 516) y, 4M VEAs-i11Q SIN 2B 6422 <br /> FINES(2D%).VERY FINE TO FINE-GRAINED SAND <br /> 12 (BO%},MOIST MEDIUM DENSE HC ODOR e u <br /> BECOMES MEDIUM DENSE STRONG FIC ODOR y•a�•.. VFAs1114 SM 24 i10 DOD t5 <br /> 16 4{w- <br /> �h• <br /> y V EA5-VaL' SM 3E 4 8@D <br /> 20 BECOMES BARK YELLOWISH BRONR4(10YR 414) r�o-2 <br /> STRONG HC ODOR <br /> a e4 <br /> 24 M k <br /> BECOMES VERY FINE-GRAINED SAND SILT �.-�'� VEAS-tr24 sM 37 �� <br /> STRONG HCODOR n" <br /> a�'f yY. Ifk <br /> 28 <br /> VEA-SI/W SM 39 145 i <br /> 1 <br /> POORLY GRADEb SAND(SP)STRONG BROWN VEAs-i/3S SP 31 <br /> 38 (7 SYR 516) MEDIUM-GRAINED SAND MOIST <br /> DENSE STRONG HC ODOR <br /> I VEAS-114U690 <br /> 40 STRONG HC ODOR <br /> 1 <br /> 100 <br /> 44 .H� V EAS-1145 sM 33 1 <br /> SILTY SAND(SM) BROWNISITYESIS) <br /> LLOW(10YR <br /> SILT(2D%�VERY FINE-GRAINED SAND(80%1 r�.•ti <br /> MOIST DENSE SLIGHT HC ODOR <br /> 48 1 SSI 840 <br /> R <br /> SLIGHT HC ODOV EAS-1150' SM 14 <br /> 52 •• sti• <br /> 'ti <br /> CLAYEY SAND(SC),DARKYELLOVNSH BROWN i N VERS-IM SC 41 SO <br /> x " t5D <br /> 56 (10YR 516 VERY FINE-GRAINED SAND MAST <br /> DENSE SLIGHT HC ODOR 1, ;x <br /> • s5 <br /> 60 NO HC ODOR, r VEAS-1160 SC 36 D <br /> 64 NO HC ODOR �'��• VEAS-1195 sC 35 i 536 <br /> 55 <br /> TOTAL DEPTH DRILLED=66 B <br /> 68 <br /> 72 <br /> 76 <br /> BO <br /> -84 <br /> 88 <br /> ' 132 <br /> 100 <br />