17D-032 (12) Rt• � r �
KURZ ASSOCIATES. INC. �ROUNDW i ER.. OBSERVATI�
WELL REPORT
PROJECT: Valentine Concrete PROJECT NO. 1191
LOCATION: 40 Hatfield Road/Northampton, MA
CONTRACTOR: Guild Drilling Company
DRILLER: J. Halaburda INSPECTOR' G. Binkhorst BORING NO. B-3
INSTALLATION DATE: 6-15-87 WELL NO. KOw-3
GATE BOX Iron road box
•SOIL PROFILE
y GROUND ELEVATION. ND
TOPSOIL, Sandy Silt2.0' THICKNESS OF SURFACE 1.0'
SEAL
TYPE OF SURFACE SEAL Cement
Silty Sands 1
- DIA. OF BOREHOLE 4 1/4'
16.0' BENTONITE SEAL 611
Clay
17.0' (ti
DEPTH TO TOP OF WELLPOINT 0.0'
: �--- BACKFILL AROUND WELLPOINT Native
Silty Sands k:
Sand
TYPE OF WELLPOINT Sch 40
am
INSIDE DIA. OF WELLPOINT 2„
,M
I,♦ :I
DEPTH TO BOTTOM OF
�.: .� WELLPOINT BELOW SURFACE 20'0
f
BOTTOM OF BORING 20.0'
Bottom of boring 20.0'
NOT TO SCALE
� r I
�GROUNDWA'i 16,-:R.. OBSERVATlO -
KURZ" ASSOCIATES, INC. VV-ELL REPORT
PROJECT: Valentine Concrete PROJECT NO. 1191
LOCATION: 40 Hatfield Road/Northampton, MA
CONTRACTOR: Guild Drilling Company
DRILLER: J. Halaburda INSPECTOR: G. Binkhorst BORING NO. B-2
INSTALLATION DATE: 6-15-87 WELL NO. KOw-2
GATE BOX Iron road box
SOIL PROFILE
FIRM ND
J
GROUND ELEVATION.
FILL: Silty Gravel THICKNESS OF SURFACE 1.0'
0.5' SEAL
TYPE OF SURFACE SEAL Cement
• � i
I I
` I
I I DIA: OF BOREHOLE 4 1/4`
`•" Silty Sands BENTONITE SEAL 2,0'
DEPTH TO. TOP OF WELLPOINT 0.01
:.�---- BACKFILL AROUND WELLPOINT Native
k. Sand
Imo }-----TYPE OF WELLPOINT Sch 40
INSIDE DIA. OF WELLPOINT 2"
I.: .)
DEPTH TO BOTTOM OF
WELLPOINT BELOW SURFACE 20.0'
L BOTTOM OF BORING 20.0'
Bottom of boring 20.0'
NOT TO SCALE
� 1 _
KURZ ASSOCIATES. INC. �ROUND�IV � ER.. OBSERVATION-
. -W'EIL REPORT
PROJECT: Valentine Concrete PROJECT NO. 1191
t
LOCATION: 40 Hatfield Road/Northampton, MA
CONTRACTOR: Guild Drilling Company
DRILLER: J. Halaburda INSPECTOR: G. Binkhorst BORING NO. B-1
INSTAL- LATION DATE: 6-15-87 WELL NO. KOW-1
3
GATE BOX Iron road box
SOIL PROFILE
GROUND ELEVATION. ND
THICKNESS OF SURFACE 1.0'
<V,t
SEAL
TYPE OF SURFACE SEAL Cement
2„
INSIDE DIA_ OF RISER. PIPE
p I ' DIA. OF BOREHOLE 4 1/4"
Silty Sands
..-- BENTONITE SEAL 611
DEPTH TO TOP OF WELLPOINT 35.0'
I BACKFILL AROUND WELLPOINT Native
.� Sand
�� }--- TYPE OF WELLPOINT Sch 40
INSIDE DIA. OF WELLPOINT 211
3----
1
DEPTH TO BOTTOM OF
,ate- ,
WELLPOINT BELOW SURFACE 45.0
Bottom of boring 45.0'
f _..
BOTTOM OF BORING 45.0
NOT TO SCALE
KURZ ASSOCIATV' INC.
TEST( -ORING REPORT
PROJECT #1191/ Valentine Concrete
BORING NO. B-3
LOCATION 40 Hatfield Road Northampton, MA PAGE 1 OF 1
DRILLING CONTRACTOR Guild Drilling Company DATE STARTED 6-15-87
DRILLED BY John flaiaburda DATE FINISHED 6-15-87
t
INSPECTED BY Gordon Binkborst SURFACE'ELEVATION ND
GROUNDWATER OBSERVATIONS CASING SAMPLER CORE BAR.
NOT ENCOUNTERED x
DEPTH CASING AT STABILIZATION TYPE RSA SS
TIME SIZE ID 4-1/4" 1-3/8"
HAMMER WT. ton ir,� . BIT
HAMMER FALL
CASINO SAMPLING TYPE HAAMER BLOWS
BLOWS DEPTH OF ON SAMPLER STRATA OESCRIPT16N SAMPLE
PER FROM TO SAMPLE 0-6~ 6-12~ t2-18~ 18-24 CHANGE OF MATERIALS Nq pEN. REC
FOOT 1.0- .0' * - - - - TOPSOIL: Sandy Silt, fine S-1
2.0' to medium sand, 20%; moder-
ately organic dark brown,dr .
Silty Sands: Fine to medium
sands; fines, 30%; reddish
0- 7.0' SS 3 4 11 12 brown, low density dry, clay S-
rich lenses, 20%.
10.0-12.0' . SS 6 8 10 12 Silty Gravelly Sand: (Same -
1 as above) Fines, 10%; mediu
gravel, 5%, no clay lenses.
15.0-17.0' SS 6 5 6 16.0' Clay: red, plastic low den- -
17.0' sity, moist.
Silty Sands: Fine to medium
sands; fines, 15% red brown
- 20.0' low density dry, clay lenses -
0-22.0' SS 7 16 2 4 20%.
Silty Sands: (Same as above)
No lenses.
Bottom of borehole at 20.0'
observation well KOW-3 in-
stalled.
b
GENERAL REMARKS: t
*off auger
B61 Truck mounted rotary drill rig.
MAI
KURZ ASSOCIATES INC- TESTORING REPORT-
PROJECT /11191/ Valentine Concrete
40 Hatfield Road/Northampton, BORING F R-�
LOCATION mpton, MA PAGE t OF t
DRILLING CONTRACTOR Guild Drilling Company DATE STARTED 6-15-87
DRILLED BY John Halaburda DATE FINISHED 6_15-87
INSPECTED BY Gordon Binkhorst SURFACE-ELEVATION ND
GROUNDWATER OBSERVATIONS CASING SAMPLER CORE BAR_
NOT ENCOUNTERED X
DEPTH CASING AT STABILIZATION TYPE HSA SS
TIME SIZE ID 4-1/4"
HAMMER WT. Lk ih_ . SIT
HAMMER FALL gin"
CASINO SAMPLING TYPE HAMMER BLOWS
BLOWS DEPTH ON SAMPLER STRATA DESCRIPTION SAMPLE
PER OF
FROM 70 SAMPLE 0-6" 6-12" t2-16" 18-24
CHANGE OF MATERIALS NQ, PEN. REC
-1
0.5' ravel; fines, 20%.
Silty Sands: fine-medium
sands; fines, 5-10% reddish
brown, low density dry.
_ 7 n? qq r, lin _
Silty Sands: (Same as above)
10% medium-coarse gravel.
To 0-19 ' qR S in A 1R Salty Sands: (Same as above) -3 24" 14"
no gravel.
15 n-i7 ' Silty Sands: (Same as above) -4 24" 16"
- 0.0'
' R 14 19 72 Silty Sands: (Same as above) -5 24" 16"
Bottom of borehole at 20.0'
Observation well KOW-2 in-
stalled.
GENERAL REMARKS:
* off auger
B61 truck mounted rotary drill rig.
i
�. KURZ ASSOCIAT S, INC. TESL BORING REPORT'
I
PROJECT x{1191/ Valentine Concrete BORING NO. B-1
LOCATION 40 Hatfield Road Northampton, MA PAGE 201: 2
DRILLING CONTRACTOR Guild Drilling Company DATE STARTED 6-15-87
DRILLED BY John a a ur a DATE FINISHED 6- -
"� INSPECTED BY Gordon Binkhorst SURFACE•ELEVATION N.D.
GROUNDWATER OBSERVATIONS CASING SAMPLER CORE BAR.
NOT ENCOUNTERED X
DEPTH CASING AT STABILIZATION TYPE HSA SS
TIME SIZE ID 4-1/4" 1-3/8"
HAMMER WT. 140 Us - BIT
HAMMER FALL s0"
CASING SAMPLING TYPE HAMMER BLOWS �-E
BLOWS DEPTH ON SAMPLER STRATA DESCRIPTION OF PER FROM TO SA)dPLE 0-6- 6-12" 12-18" 18-24 CWINOE OF MATERIALS N0, PEN. REC.
35.0-37.0' SS 10 18 28 35 Silty Sands: Same as a ove -
oist.
I ' Silt Sands: Same as above -
40.0-42.0 SS 28 25 35 45 y ( )
thin lenses of fine-medium
ravel, dry.
45.0' ilt Sands: (Same as above
45.0-47.0 SS - y ) -
no lenses.
0 tt om of borehole at 45.0'
bservation well KOW-1 in-
stalled.
I
E
L
GENERAL REMARKS:
�� KUKL A55VC�IAt 5, INCA TES 30RING REPORT -
, �
PROJECT 11191/ Valentine Concrete BORING NO. B-1
LOCATION 40 Hatfield Road Northampton, MA PAGE 1 OF 2
DRILLING CONTRACTOR Guild Drilling Company DATE STARTED 6-15-87
DRILLED BY John I I a a ur a DATE FINISHED 6-15-87
INSPECTED BY Gordon Binkhorst SURFACE•ELEVATION N.D.
GROUNDWATER OBSERVATIONS CASING SAMPLER CORE BAR.
NOT ENCOUNTERED X
DEPTH CASING AT STABILIZATION TYPE HSA SS
TIME SIZE ID 4-1/4" L-3/8"
HAMMER WT. 14n 1 hs . BIT
HAMMER FALL 30"
CASING SAMPLING TYPE HAMMER BLOWS
BLOWS DEPTH ON SAMPLER STRATA DESCRIPTION SAMPLE
PER FROM TO SAMPLE 0-6" 6-12" t2-18" 18-24 GRANDE OF MATERIALS 90. PEN. REC.
0.0- 1.0' * SILTY SAND: Fine-medium S-1 - -
sands; coarse sands, 5%;fine,
15%; reddish brown, dry, low
density.
5.0- 7.0 SS 6 9 19 12 Silty Sands: (Same as above) S-2 4" 18"
Ines, 107'
10.0-12.0' SS 7 7 8 9 3ilty Sands (same as above) -
15.0-17.0' SS 9 11 12 18 3ilty Sands (Same as above) S-
z
i
0
- 20.0-22.0' SS 7 8 15 15 Silty Sands (same as above) -
t Moist.
Y
Silty Sands (same as above) -6 24" 16"
Dry.
_i? n'. ss 70 25 ?8- 3ilty Sands (same as above) 7_777-14"
GENERAL REMARKS:
* Off auger
B-61 truck mounted rotary drill rig.
_ R. . .. LEGEND(
' LEGEND_f -
CEMETERY
KOW 11 -(�-TEST BORING & OBSERVATION
WELL LOCATION & NO.
— SITE BOUNDARY
- - OIL BURNER Z
4,000 GAL. UNDERGROUND TANK O
1,500 GAL. UNDERGROUND TANK ,
CEMENT DEBRIS FILLED 3187 ,
SWAMP y
SWAMP
B-3 (n
'KOW-3 1'
KOW ti
SILO I ul
1 1 U t i GARAGE
1 TRUCK LOADING AREA j t-I _� (1)275 GAL
ABOVEGROUND
TANK
0240
V�J ASPHALT
_ __-_ - - - - -_ _ ---- - RESIDENTIAL
(5)55 GAL DRUMS GRAVEL ROADWAY
UNDEVELOPED
WOODLANDS
Q�
1 LOCOCO l m
1 MASONARY SUPPLIES KOW-1 tr
1 6,250 GAL. UNDERGROUND TANK
REMOVED 3187
BIKE PATH - - 414
A.
DEPARTMENT OF PUBLIC. WORKS
JUNE 19, 1987 SCALE:1"-60' SITE PLOT PLAN
VALENTINE CONCRETE, INC.
,ssociates, Inc. DRAWN BY:R.N.E APPROVED BY:G.B. 40 HATFIELD ROAD
"NORTHAMPTON, MASSACHUSETTS
PROJECT NO. 1191 FIGURE 2
Kurz Associates, Inc. 3
s
APPENDIX A
F'
�n
C..y
TEST BORING REPORTS
Old
4ry
�V�