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66/25/2001 14 24 20946710 AGE ST©CKT©N PAGE 05 <br /> 22 rune 2001 <br /> AGE-NC Project No 97-0333 <br /> Page 3 of 10 <br /> September 2000 prepared by AGE <br /> -- .I I,duly 2000-Initial ground water monitoring and sampling were performed at wells MW-1, <br /> MW-2,MW-3, MW-4 and MVS'-5 Ground water levels were measured between 15 and 16 <br /> feet below the tops of the well casings, ground water flow direction at the site was inferred <br /> to be flowing towards the north at an approximate gradient of 0 001 Laboratory analysis of <br /> ground water samples at the site detected TPH-g; at concentrations as high, as 140,000 <br /> micrograms per liter (,ug/l),ETEX compounds were detected at concentrations as high as <br /> - 28,000 40,MTBE and TAME were detected at concentrations as high as 980,000 ktgll No <br /> other petroleum hydrocarbon constituents or fuel oxygenated compounds were detected <br /> Results of the July 2000 investigation were reported in Quarterly.Report - Third Quarter <br /> 2000 dated 20 September 2000 prepared by AGE <br /> • August and September 2000-AGE conducted a sensitive receptor survey to locate potential <br /> vertical conduits within a 2,000 foot radius of the site The results of the sensitive receptor <br /> survey located a municipal water well (City of Manteca Well No 4) located approximately <br /> 1,900 feet northwest of the site near and a second municipal water well (City of Manteca <br /> Well No 5) located approximately 1,500 feet south of the site Results of the investigation <br /> were reported in Sensitive Receptor Survey dated 08 September 2000 prepared by AGE <br /> • 11 Ormher 2000- (-,rniind wster morutorino and sampling were performed at yells Mw-1, <br /> MW-2, MW-3, MW-4 and MW-5 Ground water levels were measured between 16 and 17 <br /> fact below the tops of the well casings, ground water flow direction at the site was inferred <br /> to be flowing tawatds the northeast at an approximate gradient of 0 001 Laboratory analysis <br /> of ground water samples detected TPH-g at the site at concentrations as high as 140,000 PfA, <br /> ETEX compounds were detected at concentrations as high as 28,000 ggfl,MTBE and TAMF <br /> were detected at concentrations as high as 980,000 �zg/l No other petroleum hydrocarbon <br /> constituents or fuel oxygenated compounds were detected during the laboratory analysis <br /> Results of the October 2000 investigation were reported in Quarterly Report - Fouitli <br /> Quarter 2DOD, dated 11 October 2000, prepared by AGE <br /> 18, 19 &ZO December 2000- 1~our sold borings (P 7, P-8,P-9 and P-10) were advanced on- <br /> site utilizing cone penetrometer testing(CPT)technology to characterize the geological and <br /> hydro-geological framework and to assess preferential migration pathways Based on soil <br /> composition data obtained from the CPT soil borings, cross sections C-C'and D-D (Figures <br /> 3 and 4)were constructed depicting the general subsurface soil composition on- and off-site <br /> Based on the CPT soil characteristics data, AGE identified four potential hydrogeologie units <br /> mform,ally identified as `.First Watef Zone" (located 15 to 47 feet bsg), "Second Watei <br /> Zone ' (located 58 to 92 feet bsg) 'Third Water Zone" (located 102 to 115 feet bsg) and <br /> ". 7imaiy Aquzfei Zone' (located 128 to 150 feet bsg) Significant fuel component anti <br /> r-hlnrsnatPri soh ent-mapact to ground i"ester v�as reported from the Ftrst Water Zone, low to <br /> i-i Lode iate f-uel L omnonenI anti chin7-1nated soh",t-impact,, aG reported trot 4,,resit, <br /> .hxax �d 1;eOF ii,re� r cufat <br />