Attachment B: Field Forms and Notes

Transcription

1 Attachment B: Field Forms and Notes

2 Field forms

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68 Dalton, Olmsted & Fuglevand, Inc. Environmental Consultants T117 Early Action Area, Port of Seattle BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB1 Field Rep: DG Cooper Location: Terminal 117 Port of Seattle Drilling Co.: Holt Elevation (Ft.):Top PVC Pipe: Grnd Surface: Sod Driller: John Date Completed: 12/5/03 Drill Type: Mobile B-59 Weather: Rain Size/Type Casing: 4" HAS Hammer Type: 140 # SPT Sampler Type: 18" SPT Split Spoon Spl.No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T117-SB oz jar /6/ Damp, mottled brown, gravelly 80,000 zip-loc Gravelly SAND, w/some silt T117-SB oz jar /5/ Moist, mot brown, gravelly, 31,000 zip-loc SAND, w/some silt T117-SB oz jar /5/ as above w/ 3" dark brown 53 zip-loc 6' T117-SB oz jar /5/ Wet, brown, gravelly, SAND 2,500 w/ some silt T117-SB oz jar /7/ Saturated, brown, sandy ' Gravel T117-SB oz jar /2/ Saturated, dk grey, Fine to 39 U zip-loc medium SAND PCBs, ug/kg dry weight, from ARI. > 50, Depth(ft.) 0 SUMMARY LOG Note: Boring backfilled with bentonite chip Medium dense, damp to wet, mottled brown gravelly, SAND, with some silt, grading coarser with depth (Fill) 16 Very Loose, saturated, dark brown, fine to medium SAND 19 Sheet 1 of 6 T-117 Boring & Monitoring Well Log.xls T117-SB1 3/2/2004

69 Dalton, Olmsted & Fuglevand, Inc. Environmental Consultants T117 Early Action Area, Port of Seattle BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB2 Field Rep: DG Cooper Location: Terminal 117Port of Seattle Drilling Co.: Holt Elevation (Ft.):Top PVC Pipe: Grnd Surface: Sod Driller: John Date Completed: 12/5/03 Drill Type: Mobile B-59 Weather: Rain Size/Type Casing: 4" HAS Hammer Type: 140 # SPTSampler Type: 18" SPT Split Spoon Spl.No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCB sample saved Action From - To 6 inches inches ug/kg T117-SB oz jar /3/ Wet, mot brown, gravelly 140,000 silty, SAND w/ roots, coal frag T117-SB oz jar /5/ Moist, mot brown, gravelly 120,000 zip-loc gravelly silty, SAND w/roots T117-SB oz jar /4/ Damp, mot brown, gravelly 5,300 silty, SAND T117-SB /5/5 no recovery 0945 slough in spoon similar to above gravelly T117-SB hard/rocky /2/1 no recovery 0950 slough in spoon similar to above 15' T117-SB oz jar /2/ " of grey, SILT, grading to 31 zip-loc Saturated, dk gray, F-M SAND PCBs, ug/kg dry weight, from ARI. > 50, Depth(ft.) 0 SUMMARY LOG Note: Void developed in boring upon removal of auger. Likely due to collapse, normal volume of cuttings removed from boring. Void dimension was 2-5 feet below ground surface, approx. 3' diameter. 27 bags of bentonite required to fill. Medium dense, damp to wet, mottled brown, gravelly, silty, SAND (fill) Boring backfilled with bentonite chip 15 Very loose, saturated, dark gray, silty, fine SAND with silt interbeds 19 Sheet 2 of 6 T-117 Boring & Monitoring Well Log.xls T117-SB2 3/2/2004

70 Dalton, Olmsted & Fuglevand, Inc. Environmental Consultants T117 Early Action Area, Port of Seattle BORING MONITORING WELL DESCRIPTION OF SAMPLES, TESTS, AND INSTALLATION Location T-117-SB3 Field Rep: DG Cooper Location: Terminal 117 Port of Seattle Drilling Co.: Holt Elevation (Ft.):Top PVC Pipe: Grnd Surface: asphalt pavemt Driller: John Date Completed: 12/4/03 Drill Type: Mobile B-59 Weather: Rain Size/Type Casing: 4" HAS Hammer Type: 140 # SPT Sampler Type: 18" SPT Split Spoon Spl.No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCB sample saved Action From - To 6 inches inches ug/kg T117-SB oz. jar /17/ Damp, browm gravelly, SAND 27,000 zip-loc w/some silt, brick fragments T117-SB oz. jar /9/ upper 12" as above 27,000 zip-loc gravelly lower 6"-dk gray, F-M SAND T117-SB oz. jar /10/ moist, gray, gravelly, SAND 6,300 smoother w/trace silt, asphalt fragments T117-SB oz. jar /10/ moist, brown, gravelly, silty 5,300 zip-loc hard gravelly SAND, w/ crushed rock T117-SB oz. jar 10.5' /1/ wet, dk gray, silty, F SAND 39 U zip-loc T117-SB oz. jar " sat, dk gray, silty, F SAND 39 U zip-loc PCBs, ug/kg dry weight, from ARI. > 50, MW-5 Depth(ft.) MONITORING WELL DIAGRAM 0 SUMMARY LOG 0 8" Morris flush-mount monument Concrete 1 Meduim dense, damp to moist, brown gravelly, SAND w/varying silt content and debris (Fil) 4 Hydrated Bentonite Chip Seal Very loose, wet to saturated, dark gray silty, fine SAND Screen Sandpack (Bottom of Boring) Sheet 3 of 6 T-117 Boring & Monitoring Well Log.xls T117-SB3 3/2/2004

71 Dalton, Olmsted & Fuglevand, Inc. Environmental Consultants T117 Early Action Area, Port of Seattle BORING MONITORING WELL DESCRIPTION OF SAMPLES, TESTS, AND INSTALLATION Location T-117-SB4 Field Rep: DG Cooper Location: Terminal 117 Port of Seattle Drilling Co.: Holt Elevation (Ft.):Top PVC Pipe: Grnd Surface: asphalt pavemt Driller: John Date Completed: 12/4/03 Drill Type: Mobile B-59 Weather: Rain Size/Type Casing: 4" HAS Hammer Type: 140 # SPT Sampler Type: 18" SPT Split Spoon Spl.No. Type Drill Spl Depth (Ft. Blows/ Spl length Time Sample Description PCB sample saved Action From - To 6 inches inches ug/kg T117-SB oz jar /20/ Damp, gray, gravelly, SAND 39 U zip-loc hard/gravelly w/ trace silt T117-SB oz jar /14/ crushed rock, shattered gravel 39 U T117-SB oz jar spalls in cuttings /7/ moist, mot bwn, silty, SAND 3,800 zip-loc smooth w/ peat, roofing felt T117-SB oz jar /1/ wet, dk gry, F sandy, SILT 39 U zip-loc w/ oil in root casts T117-SB oz jar /0/ sat, dk gry, F-M SAND 15 J zip-loc w/ some silt T117-SB oz jar /4/ sat, dk gry, F-M SAND 40 U zip-loc PCBs, ug/kg dry weight, from ARI. > 50, MW-6 Depth(ft.) MONITORING WELL DIAGRAM 0 SUMMARY LOG 0 8" Morris flush-mount monument Concrete Dense to medium dense, damp to moist, grey gravelly, SAND with trace silt quarry spalls and debris 4 Hydrated Bentonite Chip Seal 7 5 Very loose/very soft, wet to saturated, dark gray fine sandy SILT, grading to fine to medium SAND oil in root 8' Screen Sandpack Sheet 4 of 6 T-117 Boring & Monitoring Well Log.xls T117-SB4 3/2/2004

72 Dalton, Olmsted & Fuglevand, Inc. Environmental Consultants T117 Early Action Area, Port of Seattle BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB5 Field Rep: DG Cooper Location: Terminal 117 Port of Seattle Drilling Co.: Holt Elevation (Ft.):Top PVC Pipe: Grnd Surface: sod Driller: John Date Completed: 12/5/03 Drill Type: Mobile B-59 Weather: Rain Size/Type Casing: 4" HAS Hammer Type: 140 # SPTSampler Type: 18" SPT Split Spoon Spl.No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCB sample saved Action From - To 6 inches inches ug/kg T117-SB oz. jar /2/ moist, bwn, silty SAND 20,000 zip-loc gravelly w/organics, roots T117-SB oz. jar /4/ moist, bwn, gravelly, silty, SAND 6,400 w/scattered organics T117-SB oz. jar smooth /1/ wet, gry, fine sandy, SILT 17 J zip-loc T117-SB oz. jar /2/ wet, gry, silty, F SAND 39 U zip-loc T117-SB oz. jar /2/ sat, gry, SILT, interbedded 140 zip-loc w/ fine sandy SILT T117-SB oz. jar /1/ sat, gry, fine SAND 170 zip-loc PCBs, ug/kg dry weight, from ARI. > 50, Depth(ft.) 0 SUMMARY LOG Note: Boring backfilled with bentonite chip Loose, moist, brown, silty, SAND with some silt, organics (Fill) 5 Soft/very loose, wet to saturated, gray, fine sandy SILT / silty, Fine SAND 19 Sheet 5 of 6 T-117 Boring & Monitoring Well Log.xls T117-SB5 3/2/2004

73 Dalton, Olmsted & Fuglevand, Inc. Environmental Consultants T117 Early Action Area, Port of Seattle BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB6 Field Rep: DG Cooper Location: Terminal 117Port of Seattle Drilling Co.: Holt Elevation (Ft.):Top PVC Pipe: Grnd Surface: bank Driller: John Date Completed: 12/4/03 Drill Type: Mobile B-59 Weather: Rain Size/Type Casing: 4" HAS Hammer Type: 140 # SP Sampler Type: 18" SPT Split Spoon Spl.No. Type Drill Spl Depth (Ft. Blows/ Spl length Time Sample Description PCB sample saved Action From - To 6 inches inches ug/kg T117-SB oz. jar /2/ hard surface 4,800 bwn, gravelly, silty, SAND T117-SB oz. jar gravelly /3/ damp, mot bwn, gravelly 93 zip-loc silty, SAND T117-SB oz. jar /5/ moist, mot bwn, gravelly, silty 39 U zip-loc SAND, w/brick frag T117-SB /3/2 no recovery 1420 brick fragments hard T117-SB oz. jar smooth /1/ sat, gry, f sandy, SILT 39 U zip-loc T117-SB oz. jar /3/ sat, gry, silty, F SAND 39 U zip-loc w/scattered organics PCBs, ug/kg dry weight, from ARI. > 50, Depth(ft.) Note: 0 SUMMARY LOG Boring backfilled with bentonite chip Loose to medium dense, damp to moist, mottled brown gravelly, silty, SAND brick fragments (Fill) 11 Very soft to soft, saturated, gray fine sandy SILT to silty, Fine SAND Sheet 6 of 6 T-117 Boring & Monitoring Well Log.xls T117-SB6 3/2/2004

74 Onsite Enterprises, Inc. T117 Early Action Area, Port of Seattle SHALLOW HAND-AUGER BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB7 Field Rep: W. Hansen, T. Do Location: Terminal 117 Port of Seattle Drilling Co.: NA (Hand Auger) Elevation (Ft.): Land Surface: Grnd Surface: Sod Driller: Date Completed: 03/15/04 Drill Type: NA (Hand Auger) Weather: Cool, Overcast, Dry Size/Type Casing: Hammer Type: NA Sampler Type: 14" x 3" dia hand auger Sample No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T-117-SB7 16 oz jar NA 18 10:05 Damp, brown sand with (hand auger) some silt FILL 0 SUMMARY LOG T-117-SB7 Note: DEPTH FILL 5 Damp, brown sand with some silt (INCHES BGS) Some small black & glassy asphalt 6 bits (1/4 to 3/8 inch) (Bottom of Boring) Sheet 1 of 8 Appendix B-1b T-117 Supplemental Shallow Boring Logs with photos.xls T117-SB7 4/13/2004

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77 Onsite Enterprises, Inc. T117 Early Action Area, Port of Seattle SHALLOW HAND-AUGER BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB8 Field Rep: W. Hansen, T. Do Location: Terminal 117 Port of Seattle Drilling Co.: NA (Hand Auger) Elevation (Ft.): Land Surface: Grnd Surface: Sod Driller: Date Completed: 03/15/04 Drill Type: NA (Hand Auger) Weather: Cool, Overcast, Dry Size/Type Casing: Hammer Type: NA Sampler Type: 14" x 3" dia hand auger Sample No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T-117-SB8 16 oz jar NA 18 10:50 Brown silty sand with some (hand auger) gravel and asphalt pieces 0 SUMMARY LOG T-117-SB8 Note: 1 2 Brown, silty sand FILL 3 4 DEPTH 5 Brown silty Sand, small gravel, and asphalt (INCHES BGS) pieces FILL Brown Sand with silt and large gravel FILL 11 Brown silty sand FILL Light brown moist clay-like (plastic) silt with rust-colored inclusions 17 FILL 18 (Bottom of Boring) Sheet 2 of 8 Appendix B-1b T-117 Supplemental Shallow Boring Logs with photos.xls T117-SB8 4/13/2004

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80 Onsite Enterprises, Inc. T117 Early Action Area, Port of Seattle SHALLOW HAND-AUGER BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB9 Field Rep: W. Hansen, T. Do Location: Terminal 117 Port of Seattle Drilling Co.: NA (Hand Auger) Elevation (Ft.): Land Surface: Grnd Surface: Sod Driller: Date Completed: 03/15/04 Drill Type: NA (Hand Auger) Weather: Cool, Overcast, Dry Size/Type Casing: Hammer Type: NA Sampler Type: 14" x 3" dia hand auger Sample No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T-117-SB9 16 oz jar NA 18 11:20 Damp brown sand w/ silt (hand auger) Asphalt pieces. FILL 0 SUMMARY LOG T-117-SB9 Note: DEPTH 5 Brown damp sand with silt. (INCHES BGS) Some roots. One large piece of black, glassy 6 asphalt and several small pieces FILL Light tan sand. Damp. FILL (Bottom of Boring) Sheet 3 of 8 Appendix B-1b T-117 Supplemental Shallow Boring Logs with photos.xls T117-SB9 4/13/2004

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83 Onsite Enterprises, Inc. T117 Early Action Area, Port of Seattle SHALLOW HAND-AUGER BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB10 Field Rep: W. Hansen, T. Do Location: Terminal 117 Port of Seattle Drilling Co.: NA (Hand Auger) Elevation (Ft.): Land Surface: Grnd Surface: Sod Driller: Date Completed: 03/15/04 Drill Type: NA (Hand Auger) Weather: Cool, Overcast, Dry Size/Type Casing: Hammer Type: NA Sampler Type: 14" x 3" dia hand auger Sample No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T-117-SB10 16 oz jar NA 18 11:35 Dark brown silty sand (hand auger) Several small asphalt pieces 0 SUMMARY LOG T-117-SB10 Note: DEPTH 5 Dark brown silty sand. (INCHES BGS) Several small asphalt pieces FILL (Bottom of Boring) Sheet 4 of 8 Appendix B-1b T-117 Supplemental Shallow Boring Logs with photos.xls T117-SB10 4/13/2004

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86 Onsite Enterprises, Inc. T117 Early Action Area, Port of Seattle SHALLOW HAND-AUGER BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB11 Field Rep: W. Hansen, T. Do Location: Terminal 117 Port of Seattle Drilling Co.: NA (Hand Auger) Elevation (Ft.): Land Surface: Grnd Surface: Sod Driller: Date Completed: 03/15/04 Drill Type: NA (Hand Auger) Weather: Cool, Overcast, Dry Size/Type Casing: Hammer Type: NA Sampler Type: 14" x 3" dia hand auger Sample No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T-117-SB11 16 oz jar NA 18 12:05 Brown sand with some (hand auger) silt. Roots and small gravel. 0 SUMMARY LOG T-117-SB11 Note: DEPTH 5 Brown sand with silt. Blackberry roots (INCHES BGS) Some small gravel intermixed 6 FILL (Bottom of Boring) Sheet 5 of 8 Appendix B-1b T-117 Supplemental Shallow Boring Logs with photos.xls T117-SB11 4/13/2004

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89 Onsite Enterprises, Inc. T117 Early Action Area, Port of Seattle SHALLOW HAND-AUGER BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB12 Field Rep: W. Hansen, T. Do Location: Terminal 117 Port of Seattle Drilling Co.: NA (Hand Auger) Elevation (Ft.): Land Surface: Grnd Surface: Gravel Driller: Date Completed: 03/15/04 Drill Type: NA (Hand Auger) Weather: Cool, Overcast, Dry Size/Type Casing: Hammer Type: NA Sampler Type: 14" x 3" dia hand auger Sample No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T-117-SB12 16 oz jar NA 18 12:20 Dark brown sand wilt silt. (hand auger) Organic matl. Small asphalt 0 SUMMARY LOG T-117-SB12 Note: DEPTH 5 Dark brown sandy silt. (INCHES BGS) Organic matter & roots FILL Brown Sand with some silt. Several small pieces of black glassy asphalt 17 FILL 18 (Bottom of Boring) Sheet 6 of 8 Appendix B-1b T-117 Supplemental Shallow Boring Logs with photos.xls T117-SB12 4/13/2004

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92 Onsite Enterprises, Inc. T117 Early Action Area, Port of Seattle SHALLOW HAND-AUGER BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB13 Field Rep: W. Hansen, T. Do Location: Terminal 117 Port of Seattle Drilling Co.: NA (Hand Auger) Elevation (Ft.): Land Surface: Grnd Surface: Gravel Driller: Date Completed: 03/15/04 Drill Type: NA (Hand Auger) Weather: Cool, Overcast, Dry Size/Type Casing: Hammer Type: NA Sampler Type: 14" x 3" dia hand auger Sample No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T-117-SB13 16 oz jar NA 18 12:40 Gravel at surface. Brown (hand auger) sand with silt and gravel (some asphalt pieces) 0 SUMMARY LOG T-117-SB13 Note: Gravel at surface DEPTH 5 Brown sand with some silt and (INCHES BGS) gravel, FILL Brown damp sand with some silt. No gravel. Several small black glassy asphalt chips 17 FILL 18 (Bottom of Boring) Sheet 7 of 8 Appendix B-1b T-117 Supplemental Shallow Boring Logs with photos.xls T117-SB13 4/13/2004

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95 Onsite Enterprises, Inc. T117 Early Action Area, Port of Seattle SHALLOW HAND-AUGER BORING - DESCRIPTION OF SAMPLES & DATA Location T-117-SB14 Field Rep: W. Hansen, T. Do Location: Terminal 117 Port of Seattle Drilling Co.: NA (Hand Auger) Elevation (Ft.): Land Surface: Grnd Surface: Gravel Driller: Date Completed: 03/15/04 Drill Type: NA (Hand Auger) Weather: Cool, Overcast, Dry Size/Type Casing: Hammer Type: NA Sampler Type: 14" x 3" dia hand auger Sample No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time Sample Description PCBs sample saved Action From - To 6 inches inches ug/kg T-117-SB14 16 oz jar NA 18 13:00 Dark bwn moist sand with silt. (hand auger) Gravel and asphalt chips 0 SUMMARY LOG T-117-SB14 Note: Dark brown moist sand with silt. 4 Humic - some roots. DEPTH Several large gravel pieces (2-inch) 5 Small black glassy asphalt chips (INCHES BGS) FILL 6 ~ (Small piece of plastic visqueen at 6" depth) ~ (Bottom of Boring) Sheet 8 of 8 Appendix B-1b T-117 Supplemental Shallow Boring Logs with photos.xls T117-SB14 4/13/2004

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160 Sample alteration form

161 FORM 7. SAMPLE ALTERATION FORM Project Name and Number: T-117 Upland Sources Material to be Sampled: Groundwater Measurement Parameter: Standard Procedure for Field Collection & Laboratory Analysis (cite reference): Identify location and sample ID for the major seep as T117-SW-1 (QAPP, Section 3.1.2, Table 3-2) Reason for Change in Field Procedure or Analysis Variation: Kept identifier consistent with relative position and sampling order of seeps Variation from Field or Analytical Procedure: Location of major seep was identified as T117- SW-2 Special Equipment, Materials or Personnel Required: Initiator s Name: Joanna Florer Date: 23 December 2003 Project Officer: Lisa Saban Date: 23 December 2003 QA Officer: Tad Deshler Date: 23 December 2003

162 FORM 7. SAMPLE ALTERATION FORM Project Name and Number: T-117 Upland Sources Material to be Sampled: Groundwater and soil Measurement Parameter: Standard Procedure for Field Collection & Laboratory Analysis (cite reference): Identify field duplicates with next available number in the sequence; identify catch basin sump samples with SP (QAPP, Section 3.2.1) Reason for Change in Field Procedure or Analysis Variation: Variation from Field or Analytical Procedure: The sump sample and its field duplicate at catch basin 1 were identified T117-CB-1-SU and T117-CB-1-SU-D, respectively; field duplicates for drainage ditch sample T117-DS-1 and monitoring well sample T117-MW-6 were identified as T117-DS-1-D and T117-MW-6- DUP, respectively. Special Equipment, Materials or Personnel Required: Initiator s Name: Joanna Florer Date: Project Officer: Lisa Saban Date: QA Officer: Tad Deshler Date: 08 December 2003 & 14 January December 2003 & 14 January December 2003 & 14 January 2004

163 FORM 7. SAMPLE ALTERATION FORM Project Name and Number: T-117 Upland Sources Material to be Sampled: Soil Measurement Parameter: Standard Procedure for Field Collection & Laboratory Analysis (cite reference): Sample any soil collected in the catch basin filter fabric (QAPP, Section 3.1.1) Reason for Change in Field Procedure or Analysis Variation: Fine soil was too embedded within the filter fabric to collect; soil around opening of catch basin 5 sampled as potential source of recontamination at request of Port Manager Doug Hotchkiss. Variation from Field or Analytical Procedure: Filter fabric soil sample was not collected; Collected sample T117-CB-5-OUT. Special Equipment, Materials or Personnel Required: Initiator s Name: Joanna Florer Date: 09&12 December 2003 Project Officer: Lisa Saban Date: 09&12 December 2003 QA Officer: Tad Deshler Date: 09&12 December 2003

164 FORM 7. SAMPLE ALTERATION FORM Project Name and Number: T-117 Upland Sources Material to be Sampled: Soil Measurement Parameter: Standard Procedure for Field Collection & Laboratory Analysis (cite reference): Collect soil sample at 2.5ft intervals from 0-10ft, and at 5ft intervals to the bottom of the soil boring (QAPP, Section 3.1.3) Reason for Change in Field Procedure or Analysis Variation: No recovery within some of the intervals. Variation from Field or Analytical Procedure: Samples T117-SB-2-04, T117-SB-2-05 and T117-SB-6-04 were not collected. Special Equipment, Materials or Personnel Required: Initiator s Name: Paul Fugelvand Date: 04&05 December 2003 Project Officer: Lisa Saban Date: 04&05 December 2003 QA Officer: Tad Deshler Date: 04&05 December 2003

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