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Boring Log <br /> MO MT I`0iEL 1 ilio. �35-122-1-3 <br /> i �H �( �t T INC 0. <br /> �y y ' 'N I`1AC1�0( I <br /> F PRO.'EC T INAIv1E.- GLOVER PROP'FRTY <br /> �7-ORiNG LOCATION: 7675 W. ldjH STREET, TRACYCAL_F .iNi SURFACE <br /> DRILLER: VrnONEX: C'HUCK OA TARTEC 9/2-1/96 OA iE =iINISrED: :/=_/�6 <br /> SAMPLE BLOW <br /> REC a = Ou — II -501L OESCRIPTiON i <br /> I, <br /> COUNT `I w = <br /> c.y n. III <br /> i No.TYPE INTERVAL 0�" 6- 112" a C' a 1 w <br /> C' W (iii}. � (°6} (tsf) < c ANO REMARKS c-, <br /> - i FROM I TO 16' 112" 118' U <br /> 0.0 4.0 asphalt - 2 Inches <br /> SILTY CLAY, 100% fines, dark <br /> I iI yellowish brown (IOYR4/2), moist, Icw to � <br /> I ��� medium plasticity. 1 i <br /> - 1 4.5 5.5 CL i <br /> 2 i 1 OVM=94 ppm <br /> r i <br /> 7A 1 8.0 Color change to olive gray (5Y4/I), <br /> l � <br /> V/j 9 9 Y <br /> it 4 1 8.0 9.0 E i5;" z 8 i medium plasticity. OVM=830 ppm �- <br /> h ,o SANOY CLAY, approx 70% fines, <br /> approx 30%.fine to medium poorly <br /> C` 0y�1 graded sand, light olive brown (515/6), <br /> 1 i �j1 wet. OVM-384 ppm <br /> 2 <br /> Bottom of Boring at 12 feet. <br /> Nates: <br /> 1. 830 ppm on PIG attatched to vapor <br /> line open at 7 feet bgs. <br /> 2. Depth to product/Depth to water <br /> ., 7.5 feet in boring. <br /> 20 I 3: Fi.oating product in boring during J <br /> Li 3 groundwater sample collection. <br /> 4. No groundwater parameter <br /> measured due to floating product. <br /> F 5. Sample Numbers identified as: <br /> 2 1 - SB25 <br /> 2 - 5625.5 <br /> 3 - S82-V-7 <br /> 1 S 4 - S82Gw j <br /> I } 5 - 5828.5 <br /> i o - SE329 <br /> '0- � <br /> C � <br /> Pace 1 of I <br /> C <br />