70-92 Boston Street - Phase 1 Initial Site Investigation and Tier Classification - Appendix E - January 2006 APPENDIX E
TEST PIT LOGS
7RC Project: Flynntan Date/Time: Sheet 1 of 1
Test Pit Log Project No.: 28367-0110-0000 06/14/05-0920.
Contractor Personnel: TRC Personnel:Jeff Hunter
Customer-Focused Solutions Wayne(City of Salem)
Equipment/Contractor Used: Test Pit Number:
;Tire-mounted backhoe/City of Salem TP-1
Reach/Capacity: Total Depth: Piezometer Installed?
12 ft./'/,yard bucket f 1 _3' ❑ Yes ® No
Depth to Ground Water: Weather: Elevation:
Not Encountered Overcast,65 deg F=Rain Top of Pit _
Sample
Depth Number Strati ra hic Description REMARKS:
2 Bituminous concrete(asphalt)
1 2%3' yellowish brown,dry,medium to coarse SAND, little gravel, PID=0 ppm
trace boulders and brick(fill.material)
2
3
Bottom of Excavation at approximately 3'below existing
4 ground surface.
5
6
7
8
9
10
TEST PIT PLAN PROPORTIONS GRAIN SIZE
USED Boulder >300 mm >12 in.
7" Cobble 76-203 mm 3-8 in.
Trace(TR.) 0-10% C.Gravel 19-76 mm 314-3 in.
5' rrErfr'�ljrfffrffrFf Little(LI.) 10-20% F.Gravel 4.75-19 mm 3/16-3/4 in.
Some(SO.). 20-35% C.Sand 2.0-4.75 mm 5/64-3/16 in.
♦ And 35-50% M.Sand 0.4-2.0 mm 1/64-5/64 in.
j I F.Sand 0.075-0.4 mm
North Silt 0.002-0.075 mm
Vol.=3_9 cu. yd. Clay <0.002 mm
g:lwinwordlte plateXt stpit.dot
rRC Project:Flynntan Date/Time: Sheet 1 of 1
Test Pit Log Pro ect No.: 28367-0110-0060 06/1.4/05- 1000
Customer-Focused Solutions Contractor Personnel: TRC Personnel:Jeff Hunter
Wayne(City of Salem)
Equipment/Contractor Used: Test Pit Number: 1
Tire-mounted backhoe/City of Salem TP-2 /
Reach/Capacity: Total Depth: Piezometer Installed?
12 ft./3K yard bucket 5.' ❑ Yes ® No
Depth to Ground Water: Weather: Elevation:
-Not Encountered Overcast,65 deg F-Rain Top of Pit
Sample
Depth Number Stratigra hic Description REMARKS:
2" Bituminous concrete(asphalt)
1 2"-1.5" yellowish brown,dry, medium to coarse SAND,some PID=0 ppm
brick rubble(20%),little ash
1.5'-5'yellowish brown,dry,.medium to coarse SAND,little
gravel,trace cobbles and brick fff
2
i
3
4
I
i
5
Bottom of Excavation at approximately 5'below existing
6 ground surface.
I
7
8
9
10
J
TEST PIT PLAN PROPORTIONS GRAIN SIZE
USED Boulder >300 mm >12 in.
I I♦_ 5'_�I Cobble 76-203 mm 3-8 in.
♦ Trace(TR.) 0-10% C.Gravel 19-76 mm 314-3 In.
5 1 r ,��ff r f Little(1-1.) 10-20% F.Gravel 4.75-19 mm 3/16-3/4 in.
Some(SO.) 20-35% C.Sand 2.0-4.75 mm 5/64-3/1F
♦ And 35-60% M.Sand 0.4-2.0 mm 1/64-5/f )
I F.Sand 0.075-0.4 mm
North Silt 0.002-0.075 min
Vol.=4_6 cu.yd. Clay <0.002 mm
gAwinwordltemplateUestpit dot
7RC Project: Flynntan. Date/Time: Sheet 1 of 1
Test Pit Log Project No.: 28637-00110-00000 06/14/05 1040
Contractor Personnel: TRC Personnel:Jeff Hunter
Customer-Focused Solutions Wayne(City of Salem)
Equipment/Contractor Used: Test Pit Number:
;Tire-mounted backhoe/City of Salem TP-3 _
Reach/Capacity: Total Depth: Piezometer Installed?
12 ft./3/4 yard bucket —7' ❑ Yes ® No
Depth to Ground Water: Weather: Elevation:
Not Encountered Overcast,65 deg F-Rain Top of Pit
Sample
Depth Number Strati graphic Description REMARKS:
2" Asphalt
1 2"-7' yellowish brown,dry,medium to coarse SAND, little gravel, PID=:0 ppm
trace brick
2
3
4
5 Rusted metal lid at approximately 5'below existing ground
Surface.
6 .
7
Bottom of Excavation at approximately 7'below existing
8 ground surface.
9
10
TEST PIT PLAN PROPORTIONS GRAIN SIZE
USED Boulder >300 mm >12 in.
I 10, Cobble 76-203 mm 3-8 in._
Trace(TR.) 0-10% C.Gravel 19-76 mm 3/4-3 in.'
5' ;fr ;r' Little(LI.) 10-20.% F..Gravel 4.75-19 mm 3/16-314 in.
Some(SO.) 20-35% C.Sand 2.0-4.75 mm 5164-3/16 in.
♦ And 35-50% M.Sand 0.4-2.0 mm 1/64-5/64 in.
I F.Sand 0.075-0.4 mm
North
Vol.= 12.9 cu. yd. Silt 0.002<0.002 mm
g:5winword\temp1ateltestpt4dot
7RC Project: Flynntan Date/Time: Sheet 1 of 1
Test Pit Log Project No.: 28367-0110-00000 06/14/05/1200
Contractor Personnel: TRC Personnel:Jeff Hunter
Customer-Focused Solutions Wayne(City of Salem)
EquipmentlContractor Used: Test Pit Number: l
Tire-mounted backhoe/City of Salem TP-4
Reach/Capacity: Total Depth: Piezometer Installed?
12 ft./%yard.bucket -8.5' ❑ Yes ® No
Depth to Ground Water: Weather: Elevation:
Not Encountered Overcast,65 deg F-Rain Top of Pit
Sample
Depth Number Strati ra hic Description REMARKS:
2" Bituminous concrete(asphalt)
1 2"-8' brown,dry,medium to coarse SAND, little gravel,trace PID=0 ppm
brick
2
3
4
5
6
7
8 8'- brown medium to coarse SAND,some gravel, petroleum PID=5 ppm
staining noted
9 Bottom of Excavation at approximately 8.5'below existing
ground surface.
10
TEST PIT PLAN PROPORTIONS GRAIN SIZE
USED Boulder >300 mm >12 in.
Imo_ 7' Cobble 76-203 mm 3-8 in.
_ Trace(TR.) 0-10%. C.Gravel 19-76 mm 3/4-3 in.
5' irriirrlirirrrr fir i1 Little(LI.) 10-20% F.Gravel 4.75-19 mm 3116-3/4 in.
liirrrirr�irrri�iflr
!!l,r1lr!lrrrl.!! Some(SO.) 20-35% C.Sand 2.0--4.75 mm 5164-3/16 in.
♦ And. 35-50% M.Sand 0.4-2.0 mm 1164-5/F 1
I F.Sand 0.075-0.4 mm
North Silt 0.002-0.075 mm
Vol.= 11 cu.yd. Clay <0.002 mm
gAwinwordVemplateXtestpit.dot