GZA BORING NO.: GZ-1 SHEET: 1 of 1 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -.8 Final Boring : 1.2 Logged By: Michael Ostrowski Drilling Method: Drive and Wash V. Datum: NGVD29 Date Start - Finish: 11//13-11//13 Auger/Casing Type: HW r Type: Split Spoon Groundwater I.D/O.D.(in): "/ 1/2" I.D./O.D. (in.): 1-3/8"/2" Date Time Water Casing Stab. Time Hammer Weight (lb.): lbs r Hmr Wt (lb): 1 lbs 11//13 12:2 12.2 N/A N/A Hammer Fall (in.): " r Hmr Fall (in): " Casing Description and Identification Blows/ Pen. Rec. Blows SPT Test Description (ft) Core No. Rate (in) (in) (per in.) Value S-1-2 8 WOH/ S-1: Top ": Black, Organic SILT, some fine to coarse 1.1 Sand, little Wood pieces, trace Shells, strong Hydrogen 2 ppm Sulfide-like Odor observed. Bottom ": Gray/black, Organic SILT, some fine to 3 medium Sand, trace Wood, Hydrogen Sulfide-like Odor observed. MARINE SILT/CLAY S-2-7 13 8 1 S-2: Stiff, gray/olive, Marine CLAY & SILT, trace fine to coarse Sand, trace Wood, trace Shells, Hydrogen Sulfide-like Odor observed..1 ppm 8.3' -1.1' S-3 9.- 11. 19 11 1 17 32 S-3: Hard, light brown, CLAY & SILT, trace Sand. CLAY & SILT 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/3/1 1 2 Bottom of boring at 1.2 feet. 13.' -19.3' 1.2' BOULDER OR -.' POSSIBLE BEDROCK 1. Mudline elevation estimated based on spot elevations shown on Harbor Loop Existing Conditions Plan by Hancock Associates, latest revision dated /9/12. 2. testing results represent total organic vapor levels, referenced to a benzene standard, measured in the headspace of sealed soil sample jars using a ThermoEnvironmental 8B organic vapor meter equipped with a photoionization detector (PID) and.ev lamp. Results in parts per million by volume (ppmv). indicates nothing detected (<.1 ppmv). 3. Water level reading information is the depth to the mudline at the borehole location at the date and time recorded.. Drove and washed -inch ID casing to obtain samples S-2 and S-3. Drilled open hole from 9. to 1.2-feet below mudline. At approximately 13.-feet an increase in drill effort was observed and appeared to continue to 1.2-feet. The drill cuttings from 13. to 1.2-feet primarily consisted of gray/white granite-like pieces.. Borehole backfilled with bentonite chips to approximate mudline level upon completion. The drill wash water and cuttings were drummed. GZ-1
GZA BORING NO.: GZ-2 SHEET: 1 of 2 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -9. Final Boring : 31. Logged By: Michael Ostrowski Drilling Method: Drive and Wash V. Datum: NGVD29 Date Start - Finish: 11/7/13-11/11/13 Auger/Casing Type: HW r Type: Split Spoon Groundwater I.D/O.D.(in): "/ 1/2" I.D./O.D. (in.): 1-3/8"/2" Date Time Water Casing Stab. Time Hammer Weight (lb.): lbs r Hmr Wt (lb): 1 lbs 11/7/13 12: 1. N/A N/A Hammer Fall (in.): " r Hmr Fall (in): " 11/8/13 8:. N/A N/A Casing Description and Identification Blows/ Pen. Rec. Blows SPT Test Description (ft) Core No. Rate (in) (in) (per in.) Value S-1-2 WOR/ S-1: Very soft, black Organic Marine SILT, little fine to 1 1. medium Sand, Petroleum-like Odor observed, sheen 2 ppm observed. 3 MARINE SILT 7.' -1.' S-2 9.- 11. 18 8 13 13 21 S-2: Very stiff, light brown/gray Silty CLAY. 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/3/1 1 2 S-3 S- S- S- 1-17 19-21 23-2 28-29.1 29 13 7 8 13 1 1 2 11 7 13 22 8 9 /1 23 2 R S-3: Very stiff, light brown with gray streaks, CLAY & SILT, trace fine Sand, trace (-) coarse Sand. (Tv =.,.7 tsf, PP = 1., 1.7 tsf) S-: Very stiff, light brown, SILT & CLAY, trace fine Sand. (Tv =.7,.7 tsf, PP = 1., 1. tsf) S-: Very stiff, brown, SILT & CLAY, trace fine Sand, occasional fine Sand seams (1/1 to 2 inches thick). (Tv =.,.7 tsf, PP =.9, 1. tsf) S-: White/black/orange, GRAVEL and fine to coarse SA, little Silt. 7 8 2' CLAY & SILT -3.' SA/GRAVEL OR POSSIBLE 28.' BOULDERS OR POSSIBLE WEATHERED BEDROCK 1. Mudline elevation estimated based on spot elevations shown on Harbor Loop Existing Conditions Plan by Hancock Associates, latest revision dated /9/12. 2. testing results represent total organic vapor levels, referenced to a benzene standard, measured in the headspace of sealed soil sample jars using a ThermoEnvironmental 8B organic vapor meter equipped with a photoionization detector (PID) and.ev lamp. Results in parts per million by volume (ppmv). indicates nothing detected (<.1 ppmv). 3. Water level reading information is the depth to the mudline at the borehole location at the date and time recorded.. Drove and washed -inch ID casing to obtain samples from 9. to 17-feet below mudline. Drilled open hole to obtain samples S-3 through S-.. Tv = Torvane, PP = Pocket Penetrometer. Torvane and Pocket Penetrometer estimate relative undrained shear strength in tons per square foot (tsf).. Appeared to encounter gravel or cobbles while drilling from approximately to 21-feet below mudline. 7. Observed a change in drill effort at approximately 2-feet below mudline. 8. Telescoped and spun 3-inch ID casing to approximately 28.-feet below mudline. GZ-2-37.'
Casing Blows/ (ft) Core Rate GZA No. Pen. (in) Rec. (in) Blows (per in.) SPT Value Description and Identification Bottom of boring at 31. feet. BORING NO.: GZ-2 SHEET: 2 of 2 PROJECT NO: 9.223. 9 Test Description BOULDERS OR POSSIBLE WEATHERED BEDROCK 31.' -.' 3 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/3/1 9. Observed approximately 1/8-inch diameter oil-like blebs and a sheen in the wash water while drilling from approximately to 31.-feet ±. Also observed occasional odor from the wash water during drilling from approximately to 31.-feet. The drill cuttings appeared to consist mostly of orange/black pieces of gravel or rock.. Stopped drilling at approximately 31.-feet. Backfilled borehole with bentonite chips. Upon removal of the drill tooling from the borehole it appeared the roller bit did not have a coating or sheen. Some of the drill rods and casing were observed to have a slight sheen and odor. The drill wash water and cuttings were drummed. GZ-2
GZA BORING NO.: GZ-3 SHEET: 1 of 2 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -1. Final Boring : 3. Logged By: Michael Ostrowski Drilling Method: Drive and Wash V. Datum: NGVD29 Date Start - Finish: 11/13/13-11/18/13 Auger/Casing Type: HW r Type: Split Spoon Groundwater I.D/O.D.(in): "/ 1/2" I.D./O.D. (in.): 1-3/8"/2" Date Time Water Casing Stab. Time Hammer Weight (lb.): lbs r Hmr Wt (lb): 1 lbs 11/13/13 11: 1. N/A N/A Hammer Fall (in.): " r Hmr Fall (in): " 11/1/13 8: 21. N/A N/A 11/1/13 8: 21. N/A N/A Casing Description and Identification Blows/ Core Pen. Rec. Blows SPT Test Description (ft) No. Rate (in) (in) (per in.) Value S-1-2 1 WOR/ 1 S-1: Very soft, black, Marine SILT, little Shells, trace fine Sand, Hydrogen Sulfide-like Odor observed. 2 3 MARINE SILT 7' -23.' S-2 8.2-.2 2 3 99 S-2: Very dense, brown, fine to coarse SA and GRAVEL, little Silt. 8.2' BOULDER -.2' 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/27/1 1 2 S-3 C-1 S- 18. 2 17-22.- 2.- 27.8 18 2 1 12 7 7 9 / 2 min/ft 21 min/ft 3 min/ft 1 min/" 2 13 /3 R R S-3: Very dense, gray/black/brown, GRAVEL, some fine to coarse Sand, little Silt. C-1: Hard to very hard, gray/black, GRANITE BOULDER. S-: Very dense, GRAVEL and fine to coarse SA, little Silt. 1. Mudline elevation estimated based on spot elevations shown on Harbor Loop Existing Conditions Plan by Hancock Associates, latest revision dated /9/12. 2. testing results represent total organic vapor levels, referenced to a benzene standard, measured in the headspace of sealed soil sample jars using a ThermoEnvironmental 8B organic vapor meter equipped with a photoionization detector (PID) and.ev lamp. Results in parts per million by volume (ppmv). indicates nothing detected (<.1 ppmv). 3. Water level reading information is the depth to the mudline at the borehole location at the date and time recorded.. After a 1-inch recovery with the first sample attempt for S-1, a second sample attempt was made and approximately 7 or 8-inches of additional sample was recovered.. While drilling inside the casing from about to 7.-feet, observed the wash water change color from black to gray to brown and pieces of rubber fishing line in the drill cuttings at approximately -feet. At approximately 7-feet the driller stated he saw pieces of gravel in the wash water. Drilled through boulder from about 7 to 8.2-feet.. After obtaining sample S-2, drilled to approximately.-feet. The hole would not stay open below the -inch ID casing at 7.-feet. 3-inch ID casing was telescoped to approximately 17.-feet. Based on drill effort it appeared the casing was advanced through frequent cobbles/boulders. 7. Spun 3-inch ID casing to about 21-feet, then drilled to approximately 22.-feet. Cored from 22. to 2-feet. The coring effort appeared to lessen significantly from approximately 2 to 2-feet. After the core barrel was removed the borehole remained open to about.-feet. 8. Spun 3-inch ID casing to.-feet. Appeared to spin through the bottom of the boulder at approximately.-feet. Drilled to 2.-feet and sampled open hole for sample S-. 9. Drilled ahead of the 3-inch ID casing to approximately 29.-feet then spun 3-inch ID casing to approximately 29-feet. The drill effort changed from approximately 28 to 29.-feet indicating the presence of frequent cobbles/boulders. Drilled to about.-feet. At approximately.-feet, observed an increase in drill effort and orange/black pieces of gravel or rock in the wash water return. Drove 3-inch ID casing to 29.-feet and drilled back to about.-feet. 7 8 9 21'.' BOULDER GZ-3-37.' -.'
Casing Blows/ (ft) Core Rate 3 GZA No. Pen. (in) Rec. (in) C-2.- 3. Blows (per in.) 1 1/2 min/ft 1/2 min/ft 11 min/ft 18 min/ft 13 1/2 min/ft SPT Value Description and Identification C-2: Hard to very hard, fresh to very slightly weathered, coarse-grained, pink/gray/black, GRANITE with close to moderately close, moderately dipping joints/fractures. Top and bottom 1-foot of the recovered core was observed to have a slight sheen on the core. Bottom of boring at 3. feet. BORING NO.: GZ-3 SHEET: 2 of 2 PROJECT NO: 9.223. 11 12 Test.' 3.' Description POSSIBLE BEDROCK -.' -1.' 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/27/1. When coring had reached approximately 3-feet, observed a slight sheen, odor and small black globules coming back with the wash water. The sheen, odor and globules were not observed below 3-feet during core attempt C-2. 11. When the core barrel was inserted for an additional core attempt, the barrel stopped at about 3-feet. The driller pulled back the core barrel to approximately 29.-feet and when the barrel was set back down it stopped at about 29.-feet. The core barrel was advanced with water and spinning to about 3.-feet. At about 3-feet a sheen, odor and black blebs were observed coming up with the wash water. When pressure was applied to the core barrel at approximately 3.-feet the water line appeared to jam up and the driller indicated he could not safely continue coring as it would cause the water line to burst. The driller indicated the borehole was not staying open enough below the casing to core. 12. The borehole was completed by backfilling with bentonite chips before the casing was removed. GZ-3
GZA BORING NO.: GZ- SHEET: 1 of 2 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -12.7 Final Boring : 3. Logged By: Michael Ostrowski Drilling Method: Drive and Wash V. Datum: NGVD29 Date Start - Finish: 12/2/13-12//13 Auger/Casing Type: HW r Type: Split Spoon Groundwater I.D/O.D.(in): "/ 1/2" I.D./O.D. (in.): 1-3/8"/2" Date Time Water Casing Stab. Time Hammer Weight (lb.): lbs r Hmr Wt (lb): 1 lbs 12/2/13 9: 19.8 N/A N/A Hammer Fall (in.): " r Hmr Fall (in): " 12/2/13 : 18.7 N/A N/A 12//13 8: 1. N/A N/A Casing Description and Identification Blows/ Core Pen. Rec. Blows SPT Test Description (ft) No. Rate (in) (in) (per in.) Value S-1-2 11 WOR/ 1 S-1: Very soft, black, Marine SILT, little fine to medium Sand, trace Gravel, trace Shells, Hydrogen Sulfide-like Odor observed, occasional faint sheen observed, faint possible Petroleum-like Odor observed. 2 3 MARINE SILT S-2 7-9 7 12 S-2: Brown, WOOD, trace Shells, trace Silt, trace fine Sand. 1. ppm 7' 9' WOOD -19.7' -21.7' POSSIBLE S-3 12-12 / R S-3: N/A 7 12' -.7' 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/27/1 1 2 S- S- C-1 1-18 2.3 2-27.- 32. 1 11 1 28 7 1 2 / min/ft 1/2 min/ft min/ft 72 87 S-: Very dense, brown, fine to coarse SA and GRAVEL, trace Silt. S-: Very dense, brown, fine to coarse SA, little Gravel, little Silt. C-1: Hard to very hard, fresh, coarse-grained, pink/gray/black GRANITE, with moderately close to wide subhorizontal fractures. (RQD = 9%) 8 9 11 1' 21.' ' 27.' BOULDERS 1. Mudline elevation estimated based on spot elevations shown on Harbor Loop Existing Conditions Plan by Hancock Associates, latest revision dated /9/12. 2. testing results represent total organic vapor levels, referenced to a benzene standard, measured in the headspace of sealed soil sample jars using a ThermoEnvironmental 8B organic vapor meter equipped with a photoionization detector (PID) and.ev lamp. Results in parts per million by volume (ppmv). indicates nothing detected (<.1 ppmv). 3. Water level reading information is the depth to the mudline at the borehole location at the date and time recorded.. Pushed -inch ID casing to approximately 1.-feet where resistance was observed. The driller indicated the resistance may be part of the marine railway. Offset the boring approximately 3-inches to the northeast and continued.. Pushed the -inch ID casing to approximately 7-feet then washed out and sampled.. Observed a change in drill effort at approximately 9-feet. 7. Drove and washed casing to approximately 12-feet. Drilled through boulder from about 12 to 1-feet. Encountered casing driving refusal at approximately 12.2-feet. 8. Advanced the -inch ID casing to approximately 17.-feet. Based on drill effort, cobbles or boulders were likely encountered from about to 13-feet and from 1 to 1-feet. Frequent cobbles were encountered from 1 to 21.-feet while drilling. 9. The top -inches of sample S- appeared disturbed.. Drove the -inch ID casing to refusal at approximately 21.-feet. Drilled through a boulder from about 21. to -feet then drilled under less effort from to 2-feet. The borehole below about -feet would not stay open and so 3-inch ID casing was telescoped and spun to 2-feet. The 3-inch casing was cleaned out to 2-feet and sample S- was obtained. 11. Spun 3-inch ID casing about 27.-feet where the rate of advancement appeared to stop. Drilled to approximately 27.-feet. The drill cuttings appeared to consist of pink/gray/black rock fragments of approximately uniform size. Spun the 3-inch ID casing to approximately 27.-feet. BOULDER BOULDER GZ- -28.7' -3.2' -3.7' -.1'
Casing Blows/ (ft) Core Rate GZA No. Pen. (in) Rec. (in) Blows (per in.) SPT Value Description and Identification BORING NO.: GZ- SHEET: 2 of 2 PROJECT NO: 9.223. Test Description 3 C-2 32.- 8 3. 1/2 min/ft min/ft 1/2 min/ft 7 1/2 min/ft 1/2 min/ft min/ft C-2: Hard to soft, fresh to severely weathered, pink/gray/black coarse-grained GRANITE, with very close to close subhorizontal to subvertical joints/fractures. (RQD = %) Apparent SA. Bottom of boring at 3. feet. 12 13 1 3' 3.' BOULDER SA -8.7' -9.2' 1 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/27/1 12. Appeared to encounter sand at approximately 3-feet based on core effort and change in wash water color to brown. 13. At approximately 3.-feet observed many blebs of oil-like substance with strong oil-like odor in the wash water. The boring was stopped and ended at approximately 3.-feet. 1. The top approximate 17-inches of core run C-2, was mostly fresh with a slight sheen observed. The middle approximate 22-inches of core run C-2 appeared slightly weathered and partially coated with an oil-like substance. The bottom approximate 7-inches of core run C-2 appeared severely weathered and coated with an oil-like substance with a strong oil-like odor observed. 1. The borehole was backfilled to about 17.-feet with bentonite chips then grouted to about the mudline upon completion. GZ-
GZA BORING NO.: GZ- SHEET: 1 of 1 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -13. Final Boring : 22.8 Logged By: Michael Ostrowski Drilling Method: Drive and Wash V. Datum: NGVD29 Date Start - Finish: 11/19/13-11/19/13 Auger/Casing Type: HW r Type: Split Spoon Groundwater I.D/O.D.(in): "/ 1/2" I.D./O.D. (in.): 1-3/8"/2" Date Time Water Casing Stab. Time Hammer Weight (lb.): lbs r Hmr Wt (lb): 1 lbs 11/19/13 9: 1. N/A N/A Hammer Fall (in.): " r Hmr Fall (in): " Casing Description and Identification Blows/ Pen. Rec. Blows SPT Test Description (ft) Core No. Rate (in) (in) (per in.) Value S-1-2 1 WOR/ S-1: Top 13": Gray/brown/black, fine to medium SA, 1 22. little Organic Silt, littel Gravel, trace Wood. 2 ppm Bottom 1": Black, Marine SILT, little fine to coarse Sand,. trace Shells, odor observed. 3 ppm MARINE SILT A SA.' -18.'.' PROBABLE SILT/CLAY -19.' S-2 8-21 17 22 17 19 39 S-2: Dense, brown, fine to medium SA, little Silt, trace Gravel. 7.' POSSIBLE BOULDER -.' SA 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/3/1 1 2 S-3 C-1 13. 13-17.8-22.8 1/ min/ft min/ft min/ft min/ft 1/2 min/ft R S-3: Pink/gray/black, GRAVEL, little fine to coarse Sand, trace Silt. C-1: Very hard to hard, fresh to very slightly weathered, coarse-grained, pink/gray/black, GRANITE, with moderately close to close, moderately to subvertically dipping, sand coated joints/fractures. (RQD = 8%) Bottom of boring at 22.8 feet. 7 8 9 12' 13.' 1' 17.' BOULDER -2.' -2.' -28.' -.' BOULDER OR POSSIBLE BEDROCK 1. Mudline elevation was estimated based on a taped measurement from the top of the granite block wall to the water surface to the north/northwest of the borehole location and from a taped measurement from the water surface to the mudline at the borehole location. The elevation of the top of the granite block wall to the north/northwest of the boring was obtained from a plan by Harbor Loop Existing Conditions Plan by Hancock Associates, latest revision dated /9/12. 2. testing results represent total organic vapor levels, referenced to a benzene standard, measured in the headspace of sealed soil sample jars using a ThermoEnvironmental 8B organic vapor meter equipped with a photoionization detector (PID) and.ev lamp. Results in parts per million by volume (ppmv). indicates nothing detected (<.1 ppmv). 3. Water level reading information is the depth to the mudline at the borehole location at the date and time recorded.. Drove and washed -inch ID casing to 3-feet, the drill cuttings to 3-feet consisted of mostly fine to coarse sand.. Drove and washed -inch ID casing to 7-feet. Observed mostly light brown, silt/clay in the wash water from about. to.-feet. Observed increased drill effort from about. to 7.-feet. Drilled ahead to 8-feet.. Observed an increase in drill effort at approximately 12-feet. Drove and washed -inch ID casing to 13-feet. 7. Drilled open hole through apparent boulder from 13. to 1-feet. Then drilled to approximately 17.-feet where the drilling effort appeared to increase and advanced the roller bit with increased effort to 17.8-feet. The borehole would not stay open below the bottom of -inch ID casing at 13-feet. The -inch ID Casing was then driven to apparent refusal at 17.-feet and washed to 17.8-feet. 8. The coring rotation speed was increased at approximately.8-feet. 9. Backfilled borehole with bentonite chips upon completion. 22.8' GZ- -3.8'
GZA BORING NO.: GZ-7 SHEET: 1 of 1 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -12.3 Final Boring : 9 Logged By: Michael Ostrowski Drilling Method: Drive and Wash V. Datum: NGVD29 Date Start - Finish: 11//13-11//13 Auger/Casing Type: HW r Type: Split Spoon Groundwater I.D/O.D.(in): "/ 1/2" I.D./O.D. (in.): 1-3/8"/2" Date Time Water Casing Stab. Time Hammer Weight (lb.): lbs r Hmr Wt (lb): 1 lbs 11//13 9: 12.3 N/A N/A Hammer Fall (in.): " r Hmr Fall (in): " Casing Description and Identification Blows/ Pen. Rec. Blows SPT Test Description (ft) Core No. Rate (in) (in) (per in.) Value S-1-2 1 S-1: Stiff, black, Marine SILT, little fine to medium Sand, 8. 7 trace Shells, trace Wood, trace fine Gravel, Hydrogen 1 ppm MARINE SILT Sulfide-like Odor observed. 2 3 3.3' S-2.-.7 1 9 89 93 /2 R S-2: Very dense, brown fine to coarse SA and GRAVEL, little Silt. -1.' Bottom of boring at 9 feet. 7 9' -21.3' 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/3/1 1 2 1. Mudline elevation estimated based on spot elevations shown on Harbor Loop Existing Conditions Plan by Hancock Associates, latest revision dated /9/12. 2. testing results represent total organic vapor levels, referenced to a benzene standard, measured in the headspace of sealed soil sample jars using a ThermoEnvironmental 8B organic vapor meter equipped with a photoionization detector (PID) and.ev lamp. Results in parts per million by volume (ppmv). indicates nothing detected (<.1 ppmv). 3. Water level reading information is the depth to the mudline at the borehole location at the date and time recorded.. After collecting sample S-1, shifted barge approximately -inches west and attempted a tube sample at the mudline. The tube was pushed with apparent difficulty and upon retrieval it was observed that the tube had broken off the drill rods.. Drove -inch ID casing to 3.3-feet. Drilled to approximately.-feet through apparent cobbles/boulders based on drill effort. Drove -inch ID casing to about.-feet then drilled to.-feet and sampled.. Drilled ahead of casing from. to 9-feet with difficulty. The driller indicated there were likely frequent cobbles and boulders between. to 9-feet based on drill effort. At about 9-feet the driller indicated roller bit refusal had been encountered. 7. Borehole backfilled with bentonite chips upon completion. GZ-7
GZA BORING NO.: GZ-7A SHEET: 1 of 1 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -.2 Final Boring : 11. Logged By: Michael Ostrowski Drilling Method: Drive and Wash V. Datum: NGVD29 Date Start - Finish: 11/21/13-11/21/13 Auger/Casing Type: HW r Type: Split Spoon Groundwater I.D/O.D.(in): "/ 1/2" I.D./O.D. (in.): 1-3/8"/2" Date Time Water Casing Stab. Time Hammer Weight (lb.): lbs r Hmr Wt (lb): 1 lbs 11/21/13 :2 11.7 N/A N/A Hammer Fall (in.): " r Hmr Fall (in): " 11/21/13 1: 1. N/A N/A Casing Description and Identification Blows/ Pen. Rec. Blows SPT Test Description (ft) Core No. Rate (in) (in) (per in.) Value S-1-2 1 1 2 MARINE SILT S-1: Top ": Black, Marine SILT and fine to coarse SA,.' 8. little Shells, Hydrogen Sulfide Odor observed. 1 ppm Bottom 9": Light brown, CLAY & SILT, trace fine to.9 medium Sand. 2 SILT & CLAY 3 ppm.2' -.' -1.' S-2.-.8 / R S-2: Brown, GRAVEL, some Silt & Clay, some fine to coarse Sand.. ppm 7.' -17.7' BOULDER OR POSSIBLE BEDROCK Bottom of boring at 11. feet. 11.' -21.7' 9.223. ADDITIONAL GEOTECH SERVICES 12-12-13.GPJ; -ADDITIONAL GEOTECH SERVICES; 3/3/1 1 2 1. Mudline elevation was estimated based on a taped measurement from the top of the granite block wall to the water surface to the north/northwest of the borehole location and from a taped measurement from the water surface to the mudline at the borehole location. The elevation of the top of the granite block wall to the north/northwest of the boring was obtained from a plan by Harbor Loop Existing Conditions Plan by Hancock Associates, latest revision dated /9/12. 2. testing results represent total organic vapor levels, referenced to a benzene standard, measured in the headspace of sealed soil sample jars using a ThermoEnvironmental 8B organic vapor meter equipped with a photoionization detector (PID) and.ev lamp. Results in parts per million by volume (ppmv). indicates nothing detected (<.1 ppmv). 3. Water level reading information is the depth to the mudline at the borehole location at the date and time recorded.. Drove -inch ID casing with difficulty to 2-feet. Drilled to.-feet and based on drilling difficulty appeared to encounter frequent cobbles/boulders to.-feet. Drove and washed -inch ID casing to.-feet.. After sample S-2, drilled with difficulty to approximately 7.-feet. At 7.-feet the drilling effort appeared to increase and appeared uniform while drilling from 7. to 11.-feet. The drilling from 7. to 11.-feet took approximately 1/2-hour and the drill cuttings were pink/gray/black colored rock fragments.. Backfilled boring with bentonite chips upon completion. GZ-7A
LABORATORY TESTING DATA SHEET Project Name Location Gloucester, MA Reviewed By Project No. 9.223. Assigned By Jennifer Lenz Project Manager John Colbert Report Date 2/21/1 Date Reviewed 2/21/1 Identification Tests Strength Tests Consol. Boring/ Test Pit No. No. ft. Lab No. Water Content % LL % PL % Sieve - % Hyd -2µ % ORG % G s Total unit wt. pcf Dry unit wt. pcf s c psf Failure Criteria s 1 - s 3 psf C c Strain % 1 + e Laboratory Log and Soil Description GZ-1 S-1 -.3 11 79.2 1.3 GZ-1 S-3 9.-11. 12 23.8 3 19 Brown CLAY & SILT, trace Sand GZ-2 S-1-13 132. 1.2 GZ-2 S-2 9.-11. 1 27.8 7 21 1.1 97.1 GZ-2 S- 23-2 1 21.9 1 GZ-3 S-2 8.2-.2 1 19.8 GZ- S- 1-18 17 7.8 GZ- S-1-1.1 18 18. 17.9.7 2. 137. 11. GZ- S-2 8-19 1.8 1.8 2. 13.9 118.3 GZ-7A S-1 1.2-2. 2.1 31 1 2.73 13. 9.2 GZ-7A S-2.-.8 21. 29.1 9 Brown Silty CLAY Brown SILT & CLAY, trace Sand Brown f-c SA and f-c GRAVEL, little Silt Brown f-c SA and f-c GRAVEL, trace Silt Gray f-m SA, little Silt, little fine Gravel Brown f-m SA, little Silt, trace fine Gravel Brown CLAY & SILT, trace Sand Brown f-c GRAVEL, some Silt & Clay, some f-c Sand GZ-8 GZ-8 19 Frances Avenue Cranston, RI 29 1-7-
U.S. STAARD SIEVE A HYDROMETER ASTM D22 3" 2" 1" 3/" 1/2" # # # # # # # 9 8 7 Percent Finer by Weight GRAVEL SA SILT C L A Y Coarse Fine Coarse Medium Fine 1 Grain Size (mm) Gravel Sand Fines 38.8% 1.% 19.8%.1.1.1 Lab # Exploration Description WC LL PL PI 1 GZ-3 S-2 8.2-.2' Brown f-c SA and f-c GRAVEL, little Silt Sieve Size % Passing ¾" 7.9 ½" 7. # 1.2 # 1. # 2.7 # 3.3 # 31.7 Tested by: 19 Frances Ave., Cranston, RI 29 # 27.2 Reviewed by: 1-7- # 19.8 CTS-7-1-3 Gloucester, MA GZA File # 9.223. MP/MS Date: 2/1/1 MBP Date: 2/19/1
U.S. STAARD SIEVE A HYDROMETER ASTM D22 3" 2" 1" 3/" 1/2" # # # # # # # 9 8 7 Percent Finer by Weight GRAVEL SA SILT C L A Y Coarse Fine Coarse Medium Fine 1 Grain Size (mm) Gravel Sand Fines 39.% 2.7% 7.8%.1.1.1 Lab # Exploration Description WC LL PL PI 17 GZ- S- 1-18' Brown f-c SA and f-c GRAVEL, trace Silt Sieve Size % Passing ¾" 93. ½" 8.9 #. # 7.9 # 37.1 # 27. # 19.1 Tested by: 19 Frances Ave., Cranston, RI 29 # 13.2 Reviewed by: 1-7- # 7.8 CTS-7-1-3 Gloucester, MA GZA File # 9.223. MP/MS Date: 2/1/1 MBP Date: 2/19/1
U.S. STAARD SIEVE A HYDROMETER ASTM D22 3" 2" 1" 3/" 1/2" # # # # # # # 9 8 7 Percent Finer by Weight GRAVEL SA SILT C L A Y Coarse Fine Coarse Medium Fine 1 Grain Size (mm) Gravel Sand Fines 12.2% 9.9% 17.9%.1.1.1 Lab # Exploration Description WC LL PL PI 18 GZ- S-1-1.1' Gray f-m SA, little Silt, little fine Gravel Sieve Size % Passing ¾". ½". # 87.8 # 82.2 # 1.1 # 9. # 2. Tested by: 19 Frances Ave., Cranston, RI 29 # 3. Reviewed by: 1-7- # 17.9 CTS-7-1-3 Gloucester, MA GZA File # 9.223. MP/MS Date: 2/1/1 MBP Date: 2/19/1
U.S. STAARD SIEVE A HYDROMETER ASTM D22 3" 2" 1" 3/" 1/2" # # # # # # # 9 8 7 Percent Finer by Weight GRAVEL SA SILT C L A Y Coarse Fine Coarse Medium Fine 1 Grain Size (mm) Gravel Sand Fines 1.% 8.2% 1.8%.1.1.1 Lab # Exploration Description WC LL PL PI 19 GZ- S-2 8-' Brown f-m SA, little Silt, trace fine Gravel 1.8 Sieve Size % Passing ¾". ½". # 99. # 9.7 # 8. # 8.3 # 1.7 Tested by: 19 Frances Ave., Cranston, RI 29 # 32. Reviewed by: 1-7- # 1.8 CTS-7-1-3 Gloucester, MA GZA File # 9.223. MP/MS Date: 2/1/1 MBP Date: 2/19/1
U.S. STAARD SIEVE A HYDROMETER ASTM D22 3" 2" 1" 3/" 1/2" # # # # # # # 9 8 7 Percent Finer by Weight GRAVEL SA SILT C L A Y Coarse Fine Coarse Medium Fine 1 Grain Size (mm) Gravel Sand Fines 8.% 22.% 29.1%.1.1.1 Lab # Exploration Description WC LL PL PI 21 GZ-7A S-2.-.8' Brown f-c GRAVEL, some Silt & Clay, some f-c Sand. Sieve Size % Passing ¾" 7.1 ½" 7.1 # 1. #. # 2.1 #.2 # 39. Tested by: 19 Frances Ave., Cranston, RI 29 # 3. Reviewed by: 1-7- # 29.1 CTS-7-13-3 Gloucester, MA GZA File # 9.223. MP/MS Date: 2/1/1 MBP Date: 2/19/1