HomeMy WebLinkAbout44 Old Townhouse Rd - Site PlanCW.98.9(0
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ELEV. /o'2.10
arolott Name, NET - Ya^-,ngA'1 Well Elevation: 98 , 96
E1L6V.&'1.0A
Bonn Locatlon: In excavator area CHEF Ina octor: D. Walsh
EDW. to2,15
Orfit)n4 Method: Hollow-s!P--n Aucer - Casin fAu er Size: 3 3/4' I.O. IDato End: June 22 1988
0
E
P
T
H
Standard Sampler: Unless noted, sampler consists of a 2- split -spoon driven using a
SAMPLE Penetratlon 140 Ib hammer falling 30 in.
Type f -V_% Test Cas' Uriwss no -1 casinqdriven ushN 300 tb hammer faMnq 24 in.
8 Fr r^ Hoadspaca Strata Field Classification
No. Elcwx per 6' Pen Ree HNU Change and
T, on k&;I-wcon(in) Int ReadInc Depth ---Drilling information
i
Well
Diagram
5'
1c•
2^.
25'
] 0'
35,
t 0'
4 S'
WJ>iE _
�.
wATEL WAT1
16'
$ 1
A 2
road way
box
MW -2
MW 3 MW -4
stir A 'E:e MA t1
r
11'
GROUND WATER PROFILE
t�t2.�tTiZACZY t�EtY't-� MAQ•� o� tUU. U n�guls,�D
Lz(�EI-AD
6 - 1 1bOQ_INC--�
►BIW- 1 WE.U.
OLD TOWN HOUSE ROAD
SITE PLAN
CLEAN HARBORS ENVIRONMENTAL ENGINEERING CORPORATION Page: t of 1
325 Wood Road, Bra/ntree, MA 02184 Boring No. B - 1
-(617)849-1200 CHEE Joblo: E-1884
arolott Name, NET - Ya^-,ngA'1 Well Elevation: 98 , 96
Client Name: New E•+r. m -ti Te-orionte Comparw Drill Forman: F. Shiner
Bonn Locatlon: In excavator area CHEF Ina octor: D. Walsh
OrITIrig Contractor: At Shrnru Test Borin Inc. IStart Data: June 22 1988
Orfit)n4 Method: Hollow-s!P--n Aucer - Casin fAu er Size: 3 3/4' I.O. IDato End: June 22 1988
0
E
P
T
H
Standard Sampler: Unless noted, sampler consists of a 2- split -spoon driven using a
SAMPLE Penetratlon 140 Ib hammer falling 30 in.
Type f -V_% Test Cas' Uriwss no -1 casinqdriven ushN 300 tb hammer faMnq 24 in.
8 Fr r^ Hoadspaca Strata Field Classification
No. Elcwx per 6' Pen Ree HNU Change and
T, on k&;I-wcon(in) Int ReadInc Depth ---Drilling information
IN
O
T
E
S
Well
Diagram
5'
1c•
2^.
25'
] 0'
35,
t 0'
4 S'
C • t '
0.5 ppm
300 ppm
1 ppm
ND
ND
ND
PD
16'
Tan, medium to coarse-grained SAND
$ 1
A 2
road way
box
Aschalt
it 1
s 2
well
riser
r
11'
SS -1 S'-" 2 1 2 1 2 2 2 4 1 1
well
riser
.
I
1
SS -2 i I:'- a 2' 1 N 2 1 3 3 1 24 1 1 4
SS -1 1 5'-7' 1 10 10 16 19 124 1 18
1 1
f
is,
SS -3 'S -17' 4 7 1 1 1 s If 1 24 181
25 -
White, coarse-grained SAND
wth streaks of rusty SAND
SS -3 15'-17' 4 4 13 14 24 18
Light brown, coarse-grained SAND
with streaks of rusty SAND
f
SS -4 :'-22' 13 1 21 1 31 1 36 1 24 1 18
tl
I
I
21'
SS -5 5'-27' 1 1+ 1 1 21 1 4 124 1 1 F
36'
45'
White. medium -to coarse-grained SAND
win streaks of rusty SAND
Groun water noted during drilling
EM of
White, medium- to fine-Igrained SAND
Groundwater
,
SS -4 1 2,'-22' 1 12 11 16, 181 24 1 1 M
SS -6 30'-32' 23 2r 1 3S 1 44 24 1 1B
30'
W'vte, meCium- to fine-grained SAND
with streams of rusty SAND
1
f
well
screen
SS -7 35'-37' 371 33 1 24 j 51 1 24 1 19
SS -5 1 2'-- '__2 7 15 1 7 ,i 21 1 1 8 j2 4 t 9
+ 1
1
SS -7 35'-37' 15 15 17 36 24 16
SS -8 1 40'-42' 9 i "+ 2 t! 18 is
SS -7 35'-37' 16 16 13 16 24 161
t
1
bottom
of well
1
GRANUL/F SCtLS CC—ESrVE SZ_' LS
NOTES: 1) HNU Model Pt -101 PhotoioNzation Detector used for
Headpsace screening. Read -trigs expressed in parts per
million (ppm),
2) Monitoring well MW -1 Installed In boring B-1
3 ND - less than 0.5 coin
Blows/Ft C s n s I t B I o w o � F t Donstiv
0 - 4 v loose < 2 V. sc
4 - 1C loose 2 - 4 sc .
10 - 33 r, dense 4 - 8 r, stt"
3C - c. dtlrtse 8 - 15 still'
> SC r dense 15 - 3C r. s'_
> 30 1+a ,-
GROUNDWATER READINGS
S-7 131,'-,37' 16 251 2 2 1 2 4 24-1 1 5
CHEE
BORING
NUMBER
No. B• t
MW -1
G+"E
TIVE
WATER AT
CASTIC AT
OTABILl TICN,
6r 22/88
6!27188
10:00 AM
10:00 AM
36'
36.82'
34'
34'
WATER AT
^A.00 CHE(:1f Z 6r
S L. W-l"Ker
Dc* -.int dist lio=Ny : D. Wals"t D-2
BORING B-1
SEP I? 2 1989
HEALTH DEFT.
CHIEE form 'BL/P1' Rev. 2 - 5/20/88
CLEAN HAic,F0RS ENVIRONMENTAL ENGINEERING CORPORATION Pa o: t of 1
325 Wood Road, Braintw. MU 02184 Borinq No. B-3
G17 849-12?0 CHEE Jobs: E-1884
P'c�w,ct Nam+• P•=T - Yarmouth ' Well Elevation: 98 . 72
Carr -r Name: Pow England TO—tri C -0 -oar- Drill Forman: F. Shiner
Bor^- Locat : • ::-•t11 of exeava«en area CHEE Inspector: D. Walsh
Dr+,'r.^ Contractor- Ai Shiner Test Bor 1.11 Inc- Start Date June 22 1988
Dr !'r1 M900dr. #— pow -stem Auer Casfn /Au or Size- 3 3/4' I.D. Date End: June 23 1988
D
E
P
T
H
SAtt'Mt-£
Standard ",spier. Unless noted, sampler consists of a 2- split -spoon driven using a
Penetration 140 ib hammer falfing 30 In.
Test u 4_i Urless not Casino driven us" 300 to hammer fairing 24 in.
Hoadspaca Strata Field Classification
eiows per 6' Pon Roe HNU Change and
ons llt-spam Int In) Readin Do th Drilling Information
N
0
T
E
S
Wall
Diagram
Type
3
No,
Full-ge
Fr~m
1
T�
5'
Asonalt
0.5
M
ND
PD
IND
ND
I NO
0
Aschalt
it 1
s 2
Roadway
box
r
11'
Tan, medium- to coarse-grained SAND
well
riser
.
t
t0'
SS -1 1 5'-7' 1 10 10 16 19 124 1 18
SS -2 10'-12' S 7 11 1324 12
is,
Light brown, coarse-grained SAND
SS -2 I 1 C'-1 2' j 10 14 221 22 1 24 1 12
SS -3 15'-17' 4 4 13 14 24 18
Light brown, coarse-grained SAND
with streaks of rusty SAND
f
2 0'
SS -3 1 15'-17' 1 7 15 151 21 1 24 16
21'
White, me4ium-to fide -grained SAND
30,
1 1
White, medium- to fine-Igrained SAND
Groundwater
25*
SS -4 1 2,'-22' 1 12 11 16, 181 24 1 1 M
30'
W'vte, meCium- to fine-grained SAND
with streams of rusty SAND
1
f
35'
30'
SS -5 1 2'-- '__2 7 15 1 7 ,i 21 1 1 8 j2 4 t 9
+ 1
1
SS -7 35'-37' 15 15 17 36 24 16
SS -7 35'-37' 16 16 13 16 24 161
SS -6 13C°-3.- 3 4 120 -- N-• 1 121 12
3 5'
Rusry, coarse-grained SAND
1
well
screen
�S
4^
S-7 131,'-,37' 16 251 2 2 1 2 4 24-1 1 5
-
36'
43'
Gray, Baum- to fine-grained SAND
win aL-eaks of nnry SAND
Groundwrater
GRANULAR SOILS COHESIVE SOiLS
NOTES: /) HNU Model PI -101 Photoionization Detector used for ,
Headpsace screening. Readings expressed in parts per
million (ppm).
2) Monitoring wen MW -2 Installed in boring S-2
3 NO -less than 0.5 ppm
Blows/Ft Density Plows/Ft Density
�
4!
CHEE
HORiNG
NUMBER
No. 8-2
MW -2 '
GROUNDWATER READINGS
TIME
WATER AT
CASNGAT
End of boning -
bottom
of well
1:00 PM
10:15 AM
GPAN'JLARSC'LS CCHEr"+/E SCtL5 MOTES: t) HNU Model P1-101 Photosoruzatlon Detector used for
B 1 o w e l F t C o -sit Blows/Ft D o n s l t HeaCpsace ser"ning. R eadmgs expressed in parts per
0 . 4 I r, IOow <2 V. sor•.' milflon (ppm).
4 - 10 base 2 - 4 sa't! 2) Monitoring wen MW -3 installed in boring B-3
10 - 37 r% t"re 4 • 8 m. st"i 3 NO. NY" d"x--Sd
30 - SJ Ctsr,9e 8 - 15 slit, GROUNDWATER READINGS CHIEE
> SC r dense 15 - 30 V. st w DATE TiME I WA T'r R AT Gam` JGAT STABIUZAT10N BORING
> 30 I+ari 6/23/88 8:00 AM 36 33' NUMBER
rCA,C CHECKED EY: 6127188 10:30 AM 36.68' 33' No. B-3
MW -3
.L w'arlr«
Docuurt+rtt eAsk baa" C Walsh D-2
BORING B-3
CHIEE form 'BLIPt• Rev. 2 - 5/20/88
CLEAN HARBORS ENVIRONMENTAL ENGINEERING CORPORATION Page: 1 of 1
325 Wood Road, Brairtb'ee, MA 02184 Boring No, g.2
1617,18,99-1200 CHEE Jobs. E-1884
Project Name: NET • Yarmouth Well Elevation: 98 - 68
Client Name: New England Telephone Company Drill Forman: F. Shiner
Boring Location: West of excavation area CHEE Inspector: D. Walsh
Drilling Contractor. Al Shiner Test Borings, Inc. IStart Date: June 22 1988
Drillin Method: Hollow -stem Auger Casfn /Au er Size: 3 3/4- I.O. 109to End: June 22 1988
D
E
P
T
H
- Standard Sampler: Unless noted, sampler consists of a 2' split -spoon driven using a
SAMPLE Penetration 140 lb hammer falling 30 in.
Type Range Toot ' Cas' Unless noted casinodriven usino 300 tb hammer fairinq 24 in.
b From lHoadspace Strata Field Classification
Na Blows per 6' Pen Roc HNU Change and
70 ons R -s in In Reading Depth Driffino Information
N
O
T
E
S
Will
Olagrs
5'
10•
20'
25•
30*
35'
40'
45'
0-2'
ND
NO
Nb
NO
r0
1 ND
ND
0 _
Asonalt
x 1
Roadway
box
vI
11'
Tan, medium- to coarse-grained SAND
well
riser
. `
-
CLEAN HARBORS ENVIRONMENTAL ENGINEERING CORPORATION Page: 1 of 1
325 Wood Road, Brairtb'ee, MA 02184 Boring No, g.2
1617,18,99-1200 CHEE Jobs. E-1884
Project Name: NET • Yarmouth Well Elevation: 98 - 68
Client Name: New England Telephone Company Drill Forman: F. Shiner
Boring Location: West of excavation area CHEE Inspector: D. Walsh
Drilling Contractor. Al Shiner Test Borings, Inc. IStart Date: June 22 1988
Drillin Method: Hollow -stem Auger Casfn /Au er Size: 3 3/4- I.O. 109to End: June 22 1988
D
E
P
T
H
- Standard Sampler: Unless noted, sampler consists of a 2' split -spoon driven using a
SAMPLE Penetration 140 lb hammer falling 30 in.
Type Range Toot ' Cas' Unless noted casinodriven usino 300 tb hammer fairinq 24 in.
b From lHoadspace Strata Field Classification
Na Blows per 6' Pen Roc HNU Change and
70 ons R -s in In Reading Depth Driffino Information
N
O
T
E
S
Will
Olagrs
5'
10•
20'
25•
30*
35'
40'
45'
0-2'
ND
NO
Nb
NO
r0
1 ND
ND
0 _
Asonalt
x 1
Roadway
box
vI
11'
Tan, medium- to coarse-grained SAND
well
riser
. `
0
SS -1 5'-7• 6 9 9 13 24 9
SS -2 10'-12' S 7 11 1324 12
is,
Light brown, coarse-grained SAND
SS -3 15'-17' 4 4 13 14 24 18
,•21.5'
White, coarse-grained SAND
with streaks of rusty SANG
SS -4 20'•22' 12 11 151 17 24 18
30,
36.5'
White, medium- to fine-Igrained SAND
Groundwater
W
Ce
SS -S 25'-27' 14 27 24 28 24 20
1
SS -6 30'-32' 29 29 43 30 24 18
35'
White, coarse-grained SAND
well
screen
well
screen
SS -7 35'-37' 15 15 17 36 24 16
SS -7 35'-37' 16 16 13 16 24 161
43'
White, medium- to coarse-grained SAND
with streaks of rusty SAND
w
Q
End of boringbottom
- 710,21of
weC
End of boringbottom
-
GRANULAR SOILS COHESIVE SOiLS
NOTES: /) HNU Model PI -101 Photoionization Detector used for ,
Headpsace screening. Readings expressed in parts per
million (ppm).
2) Monitoring wen MW -2 Installed in boring S-2
3 NO -less than 0.5 ppm
Blows/Ft Density Plows/Ft Density
0- 4 v. loose < 2 V. soft
4 - 10 loose 2 - 4 so
10 - 30 m, dense 4 - 8 m, stiff
30 - 50 dense 8 - 15 stiff
> 50 v. dense 15 30 V. stiffCATE
>30 hard
GROUNDWATER READINGS -
CHEE
HORiNG
NUMBER
No. 8-2
MW -2 '
GROUNDWATER READINGS
TIME
WATER AT
CASNGAT
TABIUZATI
6122/88
6/27188
1:00 PM
10:15 AM
1 36.5'
36.78'
33''
33'
36'
37'
I
0A/0C CHECKED DY:
S.L. Walker
CLEAN HARBORS ENVIRONMENTAL ENGINEERING CORPORATION Page: 1 of t
325 Wood Road, Br2lntree, AdA 02184 Borin No. S-4
617 849-1200 CHEE Job:a: E-1884
Project Name: NET - Yarmouth, Well Elevation: 99 - 15
Client Name: New Enc4and Telephone Com Drill Forman: F. Shiner
Boring Location: North of excavation area CHEE Inspector: O. Walsh
Drilling Contractor: At Shiner Test Borincs Inc, ISlart Date: June 23 1988
Drilling Method: Hollow -stem Auger Casfn /Au er Size: 3 3/4' I.D. 109to End: June 23 1988
D
E
P
T
H
Standard Sampler: Unless noted, sampler consists of a 2' split -spoon driven using a
SAMPLE Penetration 140 lb hammer falling 30 in.
Type Range Test Cas Unless noted casinodriven usin 300 Ib hammer falling24 tn.
b From Hoodspace Strata Field Classification
No, Blovrs per 6' Pon Roc HNU Chang* and
To on stilt-s000n in In Roadln Da th Drlllln Information
N
O
T
E
S
Well
Diagram
5'
10'
15'
20'
25'
30'
35'
40'
45'
0-2'
ND
ND
IND
ND
ND
ND
ND
0
Asphalt
>r 1
s 2
Roadway
box
vI
11'
Tan, medium- to coarse-grained SAND
well
riser
-
0
SS -1 5'-7' 5 7 11 15 24 11
SS -2 10'-12' 10 131 15 20 24 16
is,
Light brown, coarse-grained SAND
SS -3 15'-17' 1 4 25 2AJ 24J 25 24 6
21'
White, medium- to fine-grained SAND
SS -4 20'-22' 11 17 21 31 24 18
30,
White, medium- to fine-grained SAND
with streaks of rusty SAND
W
Ce
SS -5 25'-27' 15 20 171 24 24 16
1
SS -6 30'- 3 2' 2 3 2 4 3 3 3 5 2 4 1 1 6
35'
White, coarse-grained SAND
well
screen
SS -7 35'-37' 16 16 13 16 24 161
36'
43'
Rusty, coarse-grained SAND
Groundwater
w
Q
End of boringbottom
-
of wen .
GRANULAR SOILS COHESIVE SOILS
NOTES: 1) HNU Model PI -101 Photoioruzaeon Detector used for
Headpsace screening. Readings expressed in parts per
million (ppm).
2) Monitoring well MW -4 Installed in boring B-4
3 NO - less than 0.5 pprn
Blows/Ft Density Blows/Ft Density
0 - 4 v. loose < 2 V. soft
4 - 10 iobse 2 - 4 soh
10 - 30 m. dense 4 - 8 m. stiff
30 - 50 dtxtse 8 - 15 stiff
> 50 v. douse 15 - 30 V. stiff
>30 hard
GROUNDWATER READINGS
CHEE
BORING
NUMBER
No. B-4
MW -4
DATE
TIME
WATER AT
CASa'NGAT
ISTABILIZATICiN
6/23/88
6/27188
11:00 AM
11:00 AM
36'
37'
I
33
33
I
GA/0C CHECKED BY:
S.L. Walker
f)RAWINf: 'Kin
ZOO
vI
0
W
Ce
w
Q
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V
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W
Cin
C^
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