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Appendix D Direct Push Boring Investigation <br /> Phase It ESA Multi-Modal Station"Six-Block Project' <br /> January 6,2003 <br /> Page 7 of 15 <br /> collected from between five and 15 feet bgs, consequently, continuous soil cores were <br /> collected between 15 feet and 35 feet bgs A strong petroleum hydrocarbon odor was <br /> noted in soil samples from approximately five feet bgs to 45 feet bgs Corresponding PID <br /> readings ranged from 610 to 3,800 ppm The boring log for DBK4-730-10 is included in <br /> the back of Appendix D <br /> ■ The organic vapor concentrations measured for all screened samples collected between 14 5 <br /> feet and 34 5 feet bgs ranged between 3,200 ppm and 3,800 ppm These recorded <br /> measurements were displayed briefly by the PID before the instrument measuring capabilities <br /> were exceeded <br /> ■ Dunng groundwater elevation measuring activities, a petroleum sheen and a strong petroleum <br /> odor were noted on the depth-to-water probe A petroleum sheen was also noted in the <br /> groundwater samples collected from this boring <br /> 3 3.6 Block 5 <br /> Between May 30 and September 16, 2002, 17 Geoprobe borings and 12 detection borings were installed <br /> on eight parcels of Block 5 Geoprobe, detection, and hydropunch boring locations for Block 5 is <br /> presented in Figure 10,Appendix A <br /> ➢ Two detection borings (DBK5-820-1 and DBK5-820-2) were installed at 820 E Channel Street, <br /> an equipment storage yard The number of bonngs was limited due to obstructions at the <br /> property Not all potential areas of concern could be investigated <br /> ■ Detection borings DBK5-820-1 and DBK5-820-2 were advanced using a Geoprobe <br /> 5400/5410 drill rig with four-foot rods These bonngs were thus advanced to a depth of 44 <br /> feet bgs instead of 45 feet bgs Detection boring DBK5-820-2 met refusal at a depth of 28 <br /> feet bgs with the sampling tip closed The sampling tip was opened at this depth and <br /> continuous soil cores were collected from between 28 and 44 feet <br /> ➢ One Geoprobe boring (GBK5-836-1) was installed in the driveway of 836 E Channel Street, a <br /> residence <br /> ➢ One Geoprobe boring(GBK5-147-1)was installed at 147 N Aurora Street, a store and apartment <br /> building <br /> ➢ Two Geoprobe borings (GBK5-805-1 and GBK5-805-2) and two detection bonngs (DBK5-805-1 <br /> and DBK5-805-2) were installed in the parking area at 805 E Weber Avenue, a used car lot The <br /> boring log for DBK5-805-1 is included in the back of Appendix D <br /> ➢ Five Geoprobe borings (GBK5-811-1 through GBK5-811-5) and three detection borings (DBK5- <br /> 811-1 through DBK5-811-3) were installed inside the building at 811 E Weber Avenue, <br /> currently an auto repair shop and towing business <br /> ■ Geoprobe borings GBK5-811-3 and GBK5-811-5 were advanced to a depth of 16 feet bgs <br /> using a Geoprobe 5400 drill rig with four-foot rods <br /> ■ While advancing Geoprobe boring GBK5-811-4, a void was encountered from two to eight <br /> feet bgs and consequently,no soil samples were collected and the boring was ternimated <br /> ➢ Three Geoprobe borings (GBK5-815-1 through GBK5-815-3) were installed inside the building <br /> at 815 E Weber Avenue, an auto repair shop <br /> ➢ Three Geoprobe bonngs (GBK5-829-1 through GBK5-829-3) and three detection bonngs <br /> (DBK5-829-1 through DBK5-829-3) were installed inside the building at 829 E Weber Avenue, <br /> an auto body repair shop <br /> '0 <br />