Parsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG
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1 Parsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG
2 GEOLOGIC LOG DATE STARTED: DATE COMPLETED: 08-Sep Sep-09 LOGGER: Quin Kinnebrew WEATHER: Clear & Warm PAGE 1 OF 2 WELL NO. GMW-66 COMPANY NAME: PARSONS Pasadena, CA PROJECT: DFSP, Norwalk Job Number: LOCATION: Norwalk, CA DRILLING SUBCONTRACTOR: Gregg Drilling DRILL RIG TYPE: Hollow Stem Auger AUGER TYPE & SIZE: Hollow Stem Auger BOREHOLE DIAMETER: 10 inches SURFACE ELEV. ft amsl TOP CASING ELEV. ft amsl NORTHING: ft EASTING: ft DEPTH (ft bgs) DESCRIPTION OF MATERIALS GRAPHIC LOG PID USCS HEADSPACE CODE (ppmv) BLOW COUNTS WELL CONSTR. WELL CONSTRUCTION INFORMATION 0 SANDY SILT: Dark grayish brown, fine sandy silt, dry to damp, no odor or visible staining. ML SURFACE COMPLETION: WELL CASING: Flush Mount Black oily tar, moderate petroleum hydrocarbon odor. Material: Diameter: SCH 40 PVC 4 inches 5 10 SILTY SAND: Dark grayish brown, silty fine sand, damp, trace petroleum hydrocarbon odor, no visible staining. SAND: Light olive brown, fine sand with trace silt, moist, friable, no odor or visible staining. SAND: Same as above (SAA). SAND: Light brownish gray, fine sand, moist, friable, no odor or visible staining. SM SP SP SP >1200 >390 6, 8, 11 4, 7, 9 WELL SCREEN: Material: Screen Opening: CONSTRUCTION MATERIALS: Sand Pack: Bentonite Seal: Grout Seal: DEPTH INTERVALS: (feet bgs) Casing: Screen: Grout Seal: Bentonite Seal: Sand Pack: End Cap: SCH 40 PVC 0.02 inch 2/16 Monterey Sand Medium Bentonite Chip Cement/Bentonite (95/5) 0' - 20' 20' - 40' 2' ' 14.5' - 18' 18' ' 40' ' 15 SAND: SAA. SP , 19, SAND: Gray, fine sand with trace medium to coarse sand, moist, friable, no odor or visible staining. SP TD = 40.5 ft bgs SANDY CLAY: Olive Brown, fine sandy clay to clay, CL 4.6 6, 17, 21 bgs - Below Ground Surface ft - feet HSA - Hollow Stem Auger N/A - Not Applicable NS - Not Sampled PID - Photoionization Detector ppmv - Parts per Million, Volume per Volume SAA - Same as Above Horizontal Survey System: NAD 1983 State Plane California V-FIPS-0405 Feet Elevations: ASP-NAD83-Zone 4-US Feet USCS CODE DESCRIPTIONS: CL - Gravelly, sandy, or silty clays GC - Gravel/sand/clay mixtures, poorly graded GM - Gravel/sand/silt mixtures, poorly graded GP - Gravel/sand mixtures, poorly graded GW - Gravel/sand mixtures, well graded ML - Silty or clayey fine sands NACM - Not applicable/consolidated material NSNR - No sample/no recovery SC - Clayey sands, poorly graded SM - Silty sands, poorly graded SP - Sands, poorly graded SW - Sands, well graded
3 GEOLOGIC LOG DATE STARTED: DATE COMPLETED: 08-Sep Sep-09 LOGGER: Quin Kinnebrew WEATHER: Clear & Warm PAGE 2 OF 2 WELL NO. GMW-66 COMPANY NAME: PARSONS Pasadena, CA PROJECT: DFSP, Norwalk Job Number: LOCATION: Norwalk, CA DRILLING SUBCONTRACTOR: Gregg Drilling DRILL RIG TYPE: Hollow Stem Auger AUGER TYPE & SIZE: Hollow Stem Auger BOREHOLE DIAMETER: 10 inches SURFACE ELEV. ft amsl TOP CASING ELEV. ft amsl NORTHING: ft EASTING: ft DEPTH (ft bgs) DESCRIPTION OF MATERIALS GRAPHIC LOG PID USCS HEADSPACE CODE (ppmv) BLOW COUNTS WELL CONSTR. WELL CONSTRUCTION INFORMATION moist, no odor or visiable staining. 25 SILT: Dark grayish brown, silt with trace brown iron oxide staining, moist to wet, micaceous, no odor or visible staining. ML 4.9 5, 7, 11 SANDY SILT: Dark gray, fine sandy silt, wet, micaceous, no odor or visible staining. ML 30 SAND: Dark gray, fine sand with trace silt, saturated, friable, no odor or visible staining. SP , 8 SAND: SAA. SP 7.4 7, 9, SILTY SAND: Dark gray, silty fine sand to fine sand with trace silt, saturated, no odor or visible staining. SM/SP 6.9 8, 11, 17 bgs - Below Ground Surface ft - feet HSA - Hollow Stem Auger N/A - Not Applicable NS - Not Sampled PID - Photoionization Detector ppmv - Parts per Million, Volume per Volume SAA - Same as Above Horizontal Survey System: NAD 1983 State Plane California V-FIPS-0405 Feet Elevations: ASP-NAD83-Zone 4-US Feet USCS CODE DESCRIPTIONS: CL - Gravelly, sandy, or silty clays GC - Gravel/sand/clay mixtures, poorly graded GM - Gravel/sand/silt mixtures, poorly graded GP - Gravel/sand mixtures, poorly graded GW - Gravel/sand mixtures, well graded ML - Silty or clayey fine sands NACM - Not applicable/consolidated material NSNR - No sample/no recovery SC - Clayey sands, poorly graded SM - Silty sands, poorly graded SP - Sands, poorly graded SW - Sands, well graded
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Project: ITHACA-TOMPKINS REGIONAL AIRPORT EXPANSION Project Location: ITHACA, NY Project Number: 218-34 Key to Soil Symbols and Terms TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE-GRAINED SOILS (major
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ATTACHMENT 2 Page 1 of 1 B1 0 1 2 FILL, Dry; brownish red; clayey silt and gravel; ~30% gravel size fragments of dark grey microcrystalline (aphanetic), extrusive, igneous, rock 3 B1-4a 1100 B1-4b-duplicate
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Boring: SB-1 (1 of 1) Moist, brown to orange brown CLAY and SILT, trace sand with fine weathered rock fragments. POSSIBLE FILL. Dry, orange brown sandy SILT trace clay (SM-ML). RESIDUAL SOIL : Not Surveyed
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