Laserfiche WebLink
1 I Ir <br /> i <br /> I <br /> I Is I I A p I <br /> , , F i r , ✓1 SIM I <br /> Lf <br /> 18 April 2003 <br /> I � <br /> AGE-NC Project No 97-0333 f <br /> I Page 9 of 11 <br /> 4.0. SUMMARY'AND CONCLUSIONS <br /> Pfevlous soil characteristics data obtained by a CPT investigation enabled AGE to define four <br /> -informal hydrologic units(CPT Sate Investagataon -Fourth Quarter 2000,dated 07 February2001) ,I <br /> The informal hydrogeologic units were defined First Zone(15-47 feet bsg),,Second Zone (58-92 <br /> , <br /> feet bsg, Third Zone (102-120 feet bsg) and Primary Aquifer Zone (128-150 feet bsg) ` <br /> 'I The results of pump and treat ground water remediation between 26 September and 12 December <br /> I I „ 1 <br /> -'2002 are as follows „ 'I <br /> eI t € Approximately 27 8,64 0 gallons of hydrocarbon-imp acted ground water were extracted from <br /> well EW-1,which was completed in the-First Zone aquifer A total volume of approximately k <br /> 934,104 gallons of hydrocarbon-impacted ground water has been treated at the site since the ' <br /> ' start-up period in January 2002 (Table 5) <br /> • Dissolved MTBE was detected from grab' samples collected at the influent-end'of the ' <br /> ' treatment system at concentrations between 5,400 µg11 and 13,000 µg/l, laboratory analysis <br /> of grab water samples collected at the effluent-end of the pump and treat system detected <br /> MTBE on one occasion (12 December); however, the effluent-end was!re-sampled on 02, <br /> 10 January 2003 and the laboratory reported MTBE was non-detect at less than 0 5 µg/l No <br /> other constituents of concern were detected(Table 1) <br /> i ' Between 26 September and 12 December 2002, an estimated 22 94 pounds of MTBE was <br /> extracted from'ground water(Table 5,Appendix B), a total mass of 189 31 pounds of MTBE I <br /> I <br /> ' has been removed since initiation of the pump and treat system on 21 January 2002 'A plot <br /> I of cumulative ground water pump and treat mass removal versus time and a plot of influent <br /> 1 I ground' water MTBE concentrations,versus time are included in'Appendix C, although I <br /> !moderate increases was reported in November and December 2002,the overall general trend <br /> ' of decreasing MTBE concentrations is evident <br /> ' The results from the ground water monitoring and sampling events performed in Novemberr2002 <br /> are as follows <br /> ! ' <br /> 'Generally,depth to ground,water at the site varied between 20 and 22 feet bsg,ground water H <br /> I N ;I „ rllk � I a ,i <br /> ryll elevations range betweenI?11 OS feet(MW-1'1D) and 11,64 feet(MW-10B)below mean sea <br /> level 'The ground water elevation,increased approximately 0 37 feet between August and{ <br /> ' NoveImber 2002,'the average Increase in may be due to seasonal fluctuation <br /> First Zone ground water flow was inferred to be towards a,ground water depression In the <br /> area of wells MW-2, MW-6, MW-7 and EW-1 at an approximate gradient of 0 004 ft1fl or <br /> less, off-site in the area of wells MW-1'1,MW-12 and MW-13,ground water appeared to be I' <br /> onented towards the a'north-northwest (Figure 4) r ;_ "� I <br /> II I, ti <br /> fr <br /> IV <br /> i 1 + <br /> I1 I I I I <br /> Advanced GeoEnvironmental,Inc I <br /> �i I <br /> I I III If 4 I I <br /> t I Id <br /> IF k I I I!I Illlll E! I II!I l r E I I <br /> ul� <br /> I aI I I, <br />