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s <br /> Gem€nl Petro ra hit lnvesti P,flons <br /> (Mr.Craig Wright). During the assessment,three underground storage tanks were Identified(two diesel 5,000 <br /> and 10,000 gallons;and ane 1,000 gallon gasoline tank). The 1,000 gallon leaded gasoline tank was removed <br /> In April of 1989 with additional excavations of the former tank pit during January of 1990. During tho initial <br /> excavation of the tank,Jeff M€ller,of Western Meter,Stockton collected two snmples from each end of the tank <br /> and submitted the samples under chain-of-custody protocol to California Water Labs of Modesto. Laboratory <br /> analysis of soil samples taken below the excavated gasoline tank indicated the presence of TPH-G (up to 200 <br /> ppm)and aromatic hydrocarbon(BTX&E)ranging from N,D.10 5.6 ppm(predominately xylene). Total Lead <br /> was also analyzed with results within natural soil abundance levels. Additional excavation and sampling of <br /> the pit was performed on 23 May 1989 by Troy . 'hams, Universal Englneering and transported under <br /> chain-of-custody protocol to Precision Analytical Laboratory in Richmond, Laboratory analysis Indicated <br /> - TPH•G concentrations of 124 ppm. Soil samples were collected from all excavations and stockpiles(10 cu. <br /> yds.) on 10 January 1990 by George Reed, Universal Engineering, and analyzed by Preclslon Analytical of <br /> Richmond, Indicated the presence of TPH-G (N.D. to 90 ppm), TPH-D (N.D, to 100 p�m,)�anz aro tic <br /> hydrocarbons from N.D. -0.7 ppm. D€esO contamination was suspected to be derived fr'bm tt+.e excavationnt <br /> � <br /> equipment since diesel was not store In the tank. Sol)removed from the gasoline excavation was stockpiled <br /> and aerated until N.D.values were obtained. In June 1969,two diesel tanks(5,000 and 10,000 gallons)were <br /> removed,sampled by George Reed,Universal Engineering;and transported under chaln-of-custody protocol <br /> to Groundwater Technology Laboratory In Concord. Laboratory analysis of soil samples taken below the <br /> excavated diesel tanks Indicated no soil contamination for TPN-D. The excavations were backfilled and <br /> re-surface with concrete In June 1990. <br /> D. SUMMARY OF FINDINGS <br /> Subsurface conditions were Investigated by drilling one boring in the location shown in Figure 2(Site Plan). <br /> Boring placement was designed to Intercept possible contamination which laterally and vertically migrated <br /> -- from the removed underground gasoline storage tank. At the request of Ms. Darlene Reuss,the proposed <br /> boring site was moved to the present location in the assumed downgradlent direction from the previously <br /> excavated gasoline underground storage tank. Boring 1 was drilled to a final depth of 50 feet below grade, J <br /> with soil sampling at 5-foot Intervals and/or at major changes in lithol ogles. Collected samples ware analyze "�'� <br /> for TPH(as gasoline)and BTX&E. Laboratory analysis were performed by Superior Analytical Laboratories, °r <br /> Inc.a DOHS approved laboratory. The laboratory data indicated that all samples exhibited concentrations <br /> below the analytical detection limits(1 ppm)for TPH (as gasoline). Results for BTX&E constituents were` <br /> variable,ranging from not detected at 5.0`(Sample#90481-1-1)to maximum concentration of 37 ppb(xylane) /k` <br /> In sample 90481-1-9. Low levels of BTX&E contamination are thought to be the result of pre-existing <br /> groundwater contaminatlon from an off-site sources and not the result of vertical mlgratlon of contaminates aC6, /'� <br /> derived from the on-site excavated gasoline underground tank. c� "'�y/ <br /> -- --II:-FiELD INVESTIGATIONS—--- <br /> A. <br /> NVESTIGATIONS A. DATA REVIEW <br /> We reviewed available geologic and hydro!oglc information relative to the site from the California D!vislon of <br /> Mines and Geology(CDMG),U.S.Gecioglcat Survey Professional Papers,and pervious reports pertaining to <br /> the site.Pertinent references are listed in references at the beginning of this report. <br /> 2 <br />