101+00 102+00 103+00 104+00 105+00 106+00 107+00
146.01
101+00
145.62
145.19
102+00
144.70
144.20
103+00
143.75
143.25
104+00
142.77
142.16
105+00
141.61
141.22
106+00
140.87
140.33
107+00
NAVD 88
BASE ELEV
90.00
140
150
160
170
180
140
150
160
170
180
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R1-2(N
24003).D
WG
19-O
ct-2016
11:34 A
MP
lotted on
30"
S/S
1 3/8 "
140 lbs
S-1 6" - 2'6"
Diedrich D-50 on 9/25
BB-101
825556
N-24-003
Route 3 over High Street
146.4
2883843
16'
Norwell
Moving Massachusetts Forward
Highway
Lamson Engineering Corp for WSP
John Galvin on 9/25 (**) Sean Galvin on 9/25 (**)
S Saelim on 9/25/15 (*)
13
60655377142
9 28 22 30 6"
S-2 4' - 4'6"
Moist, very dense, brown FINE SAND and coarse gravel.
9/28/15 2:00 pm
9/25/15 9:00 am
9/28/15 3:30 pm
S-3 9' - 11'Dry, very dense, brown FINE SAND, some fine to medium
gravel, trace coarse sand.
S-4 14' - 16' Moist, very dense, brown FINE SAND, trace inorganic silt. 28 39 48 54 18"
S-6 24' - 24'1"No Recovery
S-7 29 - 30'6" Moist, very dense, brown FINE SAND, some fine to medium
gravel, trace inorganic silt.
S-8 34' - 35'3"Wet, very dense, brown FINE SAND, some fine to medium
gravel.
HW 4" 43'
300 lbs
24"
50 96 120/6" 18"
Moist, dense, brown FINE SAND, some medium gravel, trace
inorganic silt.
S-5 19' - 21'Wet, medium dense, light brown FINE SAND, trace inorganic
silt.
7 9 10 13 12"
150/6" 2"
36 69 55 75 18"
120/1" 0"
50 100 120/3" 7"
S-9 39' - 41'
Wet, very dense, brown FINE SAND, trace inorganic silt.
Advanced roller bit to 43'6"
Top of BEDROCK at 43'6" and began coring.
43'6"
C-1 43'6" - 48'6"
Gray / white, slightly fractured GRANITE.
Percent Recovery = 53%
C-2 48'6"- 53'6"
53'6"
Bottom of Exploration = 53'6"
1 6
NX 2.15"
(*) Kin Lam on 9/25/15
22 39 42 47 20"
6 8 7 7 6 32"
4 5 6 6 5 60"
(**) Gary Twombly on 9/28 (**) Norman Studdard on 9/28
6"6" Cement, Concrete Sidewalk.
(***) Diedrich D-90 used on 9/28
Gray/white GRANITE with few fractures.
Percent Recovery = 53%
30"
S/S
1 3/8 "
140 lbs
S-1 6" - 2'6"
Diedrich D-90
BB-102
825621
N-24-003
Route 3 over High Street
145.4
2883818
15.5'
Norwell
Moving Massachusetts Forward
Highway
Lamson Engineering Corp for WSP
Gary Twombly Jr. Norman Studdard
Kin Lam
6.5
60655377142
ASPHALT
S-2 4' - 6'Dry, very dense, brown FINE TO COARSE SAND and fine to
coarse gravel.
15 68 100 91 13"
9/29/15 12:30 pm
9/29/15 7:00 am
9/29/15 1:30 pm
S-3 9' - 10'Dry, very dense, gray FINE TO COARSE SAND and fine to
coarse gravel.
21 120/6" 4"
S-4 14' - 16' Wet, dense, brown FINE TO COARSE SAND, some fine
gravel.
21 27 18 22 15"
S-6 24' - 26' Wet, medium dense, brown FINE TO COARSE GRAVEL,
some fine to coarse sand.
S-7 29' - 31'Wet, medium dense, brown FINE TO COARSE GRAVEL,
trace fine sand.
S-8 34' - 35' Wet, very dense, brown FINE TO COARSE SAND and fine to
coarse gravel, some possible weathered bedrock.
11 120/6" 5"
39'9"
Bottom of Exploration = 39'9"
HW 4" 39'
300 lbs
24"
12 8 8 10 1"
S-9 39' - 39'9"
Wet, very dense, brown FINE TO COARSE SAND AND FINE
TO COARSE GRAVEL, some possible bedrock.
95 120/3" 4"
6"
Dry, dense, brown FINE TO COARSE SAND and fine to
coarse gravel.
S-5 19' - 21'Wet, very dense, brown FINE TO COARSE SAND, some fine
gravel.
67 71 64 37 20"
7 18 12 28 5"
36 23 9 7 8"
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R3-5(N
24003).D
WG
19-O
ct-2016
11:43 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R3-5(N
24003).D
WG
19-O
ct-2016
11:44 A
MP
lotted on
30"
S/S
1 3/8 "
140 lbs
S-1 0' - 2'
CME-75
BB-103
825616
N-24-003
Route 3 over High Street
145.4
2883734
16'
Norwell
Moving Massachusetts Forward
Highway
Lamson Engineering Corp for WSP
Norman StuddardErnie Nadeau
Kin Lam
14.5
606553
77142
5 14 16 23 8"
S-2 3' - 5'Moist, dense, brown/dark brown FINE SAND, trace coarse
sand, trace inorganic silt.
9/16/15 12:45 pm
9/15/15 7:00 am
9/16/15 2:00 pm
S-3 8' - 9'7"Wet, very dense, brown COARSE SAND and coarse gravel,
trace fine sand, trace inorganic silt.
S-4 13' - 15'Wet, very dense, brown FINE SAND, trace coarse sand,
trace coarse gravel.
24 27 28 34 12"
S-6 23' - 25'
Wet, very dense, brown FINE SAND, trace coarse sand,
trace coarse gravel, trace inorganic silt.
S-7 28 - 29'5" Wet, very dense, brown COARSE SAND and coarse gravel,
trace fine sand, trace inorganic silt.
S-8 33' - 35' Wet, dense, brown FINE SAND, trace coarse sand, trace
inorganic silt.
HW 4" 45'
300 lbs
30"
22 40 120/5" 6"
Dry, dense, dark brown FINE SAND, trace coarse sand and
coarse gravel, trace organics.
S-5 18' - 20'Wet, very dense, brown FINE SAND, trace coarse sand,
trace coarse gravel, trace inorganic silt.
33 41 48 39 15"
7 19 16 12 10"
37 25 57 100/1" 6"
11'
12'6"
Encountered BOULDER 11' to 12'6"
29 41 44 47 16"
21 25 24 22 10"
S-9 38' - 39'3"
Wet, very dense, brown FINE SAND, trace coarse sand and
coarse gravel, trace inorganic silt.
38 88 120/3" 10"
S-10 45' - 45'2"
Wet, very dense, brown COARSE SAND, trace fine sand,
trace fine gravel.
Top of BEDROCK at 45'2"
120/2" 2"
Encountered BOULDER 43' to 44'6"
43'
44'6"
45'2"
C-1 46'- 49'Very hard, pink and white GRANITE with quartz throughout.
Percent Recovery = 83%
7 7 8 30"
C-2 49' - 52'6" 8 9 10 13/6" 42"
C-3 52'6" - 56' 15 12 13 8/6" 42"
56'
Bottom of Exploration = 56'
Very hard, pink and white GRANITE with quartz throughout.
Percent Recovery = 100%
Black and green, pieces, fine grained GRANITE.
Percent Recovery = 100%
Core run C-1, C-2 and C-3 did not go 5' due to core barrel jamming.
2 12
NX 2.15"
Advanced to 46' and began coring.
A ground water observation well was suppose to be installed in this boring upon completion this was
an oversight by the field inspector and driller.
30"
S/S
1 3/8 "
140 lbs
S-1 0' - 2'
CME-75
BB-104
825704
N-24-003
Route 3 over High Street
144.6
2883688
15'
Norwell
Moving Massachusetts Forward
Highway
Lamson Engineering Corp for WSP.
Norman StuddardErnie Nadeau
Suthichai Saelim
606553 77142
Dry, medium dense, dark brown FINE SAND, trace coarse
sand, trace coarse gravel.
4 6 8 11 6"
S-2 3' - 5'Dry, very dense, brown FINE SAND, some coarse sand,
trace coarse gravel, trace inorganic silt.
7 13 57 100 8"
9/17/15 12:00 pm
9/16/15 2:00 pm
9/17/15 12:30 pm
S-4 15' - 17'Wet, very dense, gray FINE SAND, trace coarse sand, trace
inorganic silt.
18 27 32 35 10"
S-5 20' - 22'Wet, dense, brown FINE SAND, some coarse sand, some
coarse gravel, trace inorganic silt.
13 15 30 26 12"
S-6 25' - 27' Wet, very dense, brown FINE SAND, trace coarse sand,
trace inorganic silt.
S-7 30' - 32' Wet, very dense brown, dark brown/gray FINE SAND, trace
coarse sand, trace coarse gravel, trace inorganic silt.
40'
Bottom of Exploration = 40'
HW 4" 38'
300 lbs
24"
17 23 41 60 12"
S-8 38' - 40'
Wet, dense, brown FINE SAND, some coarse sand, trace
fine gravel, trace inorganic silt.
13 21 28 41 6"
Encountered BOULDER 11'6" - 14', rollerbit through.
S-3 10' - 11'3"Moist, very dense, brown FINE SAND, trace coarse sand,
trace fine gravel, trace inorganic silt.
10 86 100/3" 4"
5'
8'6"
BOULDER LAYER 5' to 7' and 8' to 8'6"
11'6"
14'
24 28 39 57 15"
34'6"
36'6"
Encountered BOULDER 34'6" to 36'6", rollerbit through
Changed location; moved boring prior to drilling from N2883711, E825678 to N2883688
E825704 due to overhead utilities.
6
2 12
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R3-5(N
24003).D
WG
19-O
ct-2016
11:44 A
MP
lotted on
30"
S/S
1 3/8"
140 lbs
S-1 0' - 2'
CME-75
BB-105
825671
N-24-003
Route 3 over High Street
143.9
2883631
6.5'
Norwell
Moving Massachusetts Forward
Highway
Lamson Engineering Corp for WSP
Jason StokesMark Smith
Kin Lam
5.5
60655377142
Dry, medium dense, brown FINE SAND, trace coarse sand,
trace fine gravel.
8 8 8 7 10"
S-2 4' - 5'10"
Wet, very dense, brown/gray FINE GRAVEL, trace medium
gravel.
19 28 36 120/4" 6"
9/21/15 1:00 pm
9/21/15 7:30 am
9/21/15 1:00 pm
S-3 9' - 9'11"
Wet, very dense, brown/gray FINE SAND and coarse sand,
some fine gravel.
47 120/5" 9"
S-4 14' - 16'Wet, medium dense, brown FINE SAND, trace coarse sand,
trace inorganic silt.
16 12 15 19 13"
S-5 20' - 22'Wet, very dense, brown FINE SAND, trace coarse sand,
trace fine gravel.
47 51 71 69 21"
S-6 24' - 25'5"Wet, very dense, brown FINE SAND, trace coarse sand,
trace inorganic silt.
46 71 120/5" 15"
S-7 29' - 31' Wet, very dense brown, FINE SAND, trace fine gravel, trace
inorganic silt.
S-8 34' - 36'
Wet, very dense, brown FINE SAND, trace inorganic silt. 29 52 67 75 17"
40'
Bottom of Exploration = 40'
HW 4" 38'
300 lbs
24"
41 56 48 45 19"
S-9 38' - 40'
Wet, very dense, brown FINE SAND, trace coarse sand,
trace inorganic silt.
31 49 56 65 19"
Encountered BOULDER 17 to 20', rolllerbit through.
17'
20'
30"
S/S
1 3/8 "
140 lbs
S-1 0' - 1'2"
Diedrich D-50
BB-106
825738
N-24-003
Route 3 over High Street
143.7'
2883621
7'7"
Norwell
Moving Massachusetts Forward
Highway
Lamson Engineering Corp for WSP
John GalvinSean Galvin
Xu Shi
14
60655377142
14 43 120/2" 6"
S-2 4' - 4'8"
Moist, very dense, brown FINE TO COARSE SAND, some
medium to coarse gravel.
9/23/15 2:15 pm
9/22/15 8:00 am
9/23/15 3:00 pm
S-3 9' - 9'8" Moist, very dense, brown, COARSE SAND, some fine sand,
some medium gravel.
S-4 14' - 16'
Moist, dense, light brown FINE SAND, some fine to medium
gravel, trace inorganic silt.
24 21 23 30 9"
S-6 24' - 25'
S-7 29 - 29'10"
S-8 34' No Recovery.
Advanced rollerbit on possible weathered bedrock, continuing
to next sample.
HW 4" 44'
300 lbs
24"
100 120/4" 9"
Dry, very dense, dark brown FINE SAND.
S-5 19' - 21'Moist, very dense, light brown FINE SAND, some fine to
medium gravel, trace coarse sand, trace inorganic silt.
58 120/2" 6"
84 120/2" 3"
45 150/6" 8"
120/0" 0"
Changed location; moved boring prior to drilling from N2883607, E285734 to N2883621,
E825738 to avoid overhead utilities.
NX 2.15"
56 45 91 30 13"
S-9 39' - 39'6"
120/6" 6"
44'Top of BEDROCK at 44'
Rollerbit to 45' and began coring
C-1 45' - 50'
Gray, highly fractured GRANITE.
Percent Recovery = 100%
5 5 6 6 6 60"
C-2 50' - 55'
6 6 6 6 6 60"
Moist, very dense, light brown FINE SAND, some fine to
medium gravel, trace coarse sand, trace inorganic silt.
Moist, very dense, light brown FINE SAND, some fine to
medium gravel, trace coarse sand, trace inorganic silt.
Gray, highly fractured GRANITE.
Percent Recovery = 100%
55'
Bottom of Exploration = 55'
34'
Possible WEATHERED BEDROCK.
S-10 44'
120/0" 0"
ST 3 (S.B.)
H
I
G
H
S
T
R
E
E
T
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R6-7(N
24003).D
WG
19-O
ct-2016
11:45 A
MP
lotted on
ST 3
(N.B.)
H
I
G
H
S
T
R
E
E
T
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R6-7(N
24003).D
WG
19-O
ct-2016
11:45 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R8(N
24003).D
WG
19-O
ct-2016
11:46 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R9-12(N
24003).D
WG
19-O
ct-2016
11:47 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R9-12(N
24003).D
WG
19-O
ct-2016
11:47 A
MP
lotted on
N
N
A
D
8
3
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R9-12(N
24003).D
WG
19-O
ct-2016
11:48 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R9-12(N
24003).D
WG
19-O
ct-2016
11:48 A
MP
lotted on
N
N
A
D
8
3
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R13-14(N
24003).D
WG
19-O
ct-2016
11:49 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R13-14(N
24003).D
WG
19-O
ct-2016
11:49 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R15-17(N
24003).D
WG
19-O
ct-2016
11:50 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R15-17(N
24003).D
WG
19-O
ct-2016
11:51 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R15-17(N
24003).D
WG
19-O
ct-2016
11:51 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R18(N
24003).D
WG
19-O
ct-2016
11:52 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R19-22(N
24003).D
WG
19-O
ct-2016
11:53 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R19-22(N
24003).D
WG
19-O
ct-2016
11:53 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R19-22(N
24003).D
WG
19-O
ct-2016
11:54 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R19-22(N
24003).D
WG
19-O
ct-2016
11:55 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R23(N
24003).D
WG
19-O
ct-2016
11:56 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R24(N
24003).D
WG
19-O
ct-2016
11:56 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R25-26(N
24003).D
WG
19-O
ct-2016
11:57 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R25-26(N
24003).D
WG
19-O
ct-2016
11:57 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R27-29(N
24003).D
WG
19-O
ct-2016
11:58 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R27-29(N
24003).D
WG
19-O
ct-2016
11:59 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R27-29(N
24003).D
WG
19-O
ct-2016
11:59 A
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R30(N
24003).D
WG
19-O
ct-2016
12:00 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R31(N
24003).D
WG
19-O
ct-2016
12:01 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R32(N
24003).D
WG
19-O
ct-2016
12:01 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R33(N
24003).D
WG
19-O
ct-2016
12:02 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R34(N
24003).D
WG
19-O
ct-2016
12:03 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R35(N
24003).D
WG
19-O
ct-2016
12:03 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R36-37(N
24003).D
WG
19-O
ct-2016
12:04 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R36-37(N
24003).D
WG
19-O
ct-2016
12:05 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R38(N
24003).D
WG
19-O
ct-2016
12:05 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R39(N
24003).D
WG
19-O
ct-2016
12:06 P
MP
lotted on
Final S
tructural S
ubm
ittal (S
F) 14-O
ctober-2016
606553_B
R40(N
24003).D
WG
19-O
ct-2016
12:07 P
MP
lotted on