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26 December 1995 <br /> AGE-NC Project No. 95-0118 <br /> } Page 2 of 6 <br /> grade (bsg). TPH-g and BTE&X were detected in all four soil samples from B-1. The highest <br /> concentration of gasoline was detected in B-1 at a depth of 30 feet at 3,200 ppm. During drilling, <br /> ground water was encountered at 36 feet bsg. <br /> On 30 August 1994, three additional borings were drilled at the site to depths of 49 feet and <br /> completed as 2-inch ground water monitoring wells MW-1, MW-2 and MW-3. A total of 13 soil <br /> r>a samples were analyzed for TPH as gasoline and BTE&X. Laboratory analyses detected TPH-g in 6 <br /> of the 13 samples analyzed. TPH-g and BTE&X were detected in two samples from MW-3; toluene <br /> was detected in one sample from MW-2; and xylenes were detected in three samples from MW-2,. . <br /> No petroleum hydrocarbons were detected in samples from MW-1. <br /> 2.4. GROUND WATER MONITORING <br /> The ground water monitoring wells were initially monitored and sampled in September 1994.7 he <br /> hydraulic gradient was calculated to be 0.0029 ft/ft(0.17°) flowing to the southeast. <br /> .,. Results of the ground water samples indicated that TPH-g was detected in MW-1, MW-2 and MW-3 <br /> = _ at concentrations of 280 pgA(parts per billion: ppb), 9,500 ppb and 1,200 ppb, respectively. BTE&X <br /> were detected in samples from MW-2 and MW-3 at concentrations of up to 1,600 ppb (toluene, MW- <br /> 2). No BTE&X were detected in MW-1. The analytical results of all ground water samples are <br /> summarized in Table 2. <br /> ! ' 3.0. PROCEDURES <br /> 3.1. MONITORING WELL INSTALLATION <br /> J <br /> On 31 August, 1995,three borings were drilled at the site to depths of 49 feet bsg and completed as <br /> V. ground water monitoring wells MW-4, MW-5 and MW-6. The locations of the borings are shown <br /> on Figure 2. <br /> .3 Each boring was drilled using a truck-mounted CME 75-HT drill rig. The drill rig and two-man crew <br /> were supplied by Mitchell Drilling Environmental(NIDE) of Rancho Cordova, California. <br /> Samples were collected at five-foot intervals in each boring using a split tube sampler loaded with <br /> three clean, 2-by 6-inch brass sleeves. A 140-pound hammer was used to advance the sampler 18 <br /> inches;the number of blows required to advance the sampler in 6-inch increments was recorded on <br /> the boring logs. All sampling equipment was washed in an Alconox solution and rinsed twice with <br /> water prior to each sampling run. <br />