BORING LOG NO. B-2A Page 1 of 1 PROJECT: Route 112 & Route … · 2016. 11. 15. · LOG C HI GRAP...

3-50/2"

30-50/3"

40-30-30-30N=60

4.0

17.0

SILTY SAND WITH GRAVEL (SM), orange-brown, very dense, (GLACIALTILL)

Frequent cobble and boulders from 2 to 4 feet

Highly weathered rock, brown, mottled, very dense

Choppy rough drilling

Boring Terminated at 17 Feet

904+/-

891+/-

3

5

13

GR

AP

HIC

LO

G

Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.

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Latitude: -71.762253° Longitude: 44.245206°

Route 18, Sugar Hill, NH

Cor

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ELEVATION (Ft.)

Approximate Surface Elev: 908 (Ft.) +/-

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New HampshireSITE:

of 1

Advancement Method:4.25-inch solid stem augers/ drive and wash

Abandonment Method:Boring backfilled with soil cuttings upon completion.

77 Sundial Ave Ste 401WManchester, NH

Notes:

Project No.: J1155175

Drill Rig: D-50

Boring Started: 1/15/2016

BORING LOG NO. B-2AEversourceCLIENT:

Driller: Teracon/Peter

Boring Completed: 1/15/2016

Exhibit: A-33

See Exhibit A-3 for description of fieldprocedures.See Appendix B for description of laboratoryprocedures and additional data (if any).

See Appendix C for explanation of symbols andabbreviations.

PROJECT: Route 112 & Route 116 - NP

No free water observedWATER LEVEL OBSERVATIONS

26-26-6-5N=32

9-13-20-20N=33

8-11-17-20N=28

8-11-8-10N=19

5-8-8-12N=16

1.0

7.0

16.517.0

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), gray tobrown, dense, (Base)SILTY SAND WITH GRAVEL (SM), brown, medium dense,(GLACIO-FLUVIAL)

Pulverized cobble at 3 feet

POORLY GRADED SAND WITH SILT (SP-SM), trace gravel, gray,medium dense, (GLACIO-FLUVIAL)

POORLY GRADED SAND (SP), brown, medium dense,(GLACIO-FLUVIAL)Boring Terminated at 17 Feet

970+/-

964+/-

954.5+/-954+/-

16

18

22

18

23

GR

AP

HIC

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TH

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Route 116, Franconia,NH

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ELEVATION (Ft.)


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New HampshireSITE:

Page 1 of 1

Advancement Method:4.25-inch solid stem augers



Notes:


Drill Rig: D-50





Exhibit: A-34




9' WD

WATER LEVEL OBSERVATIONS

20-46-16-17N=62

10-10-6-6N=16

12-15-20-30N=35

10-9-8-9N=17

5-7-11-15N=18

4.0

10.0

17.0

FILL - POORLY GRADED GRAVEL WITH SILT AND SAND , gray, verydense

FILL - SILTY SAND , olive-brown, medium dense

SILTY SAND WITH GRAVEL (SM), brown, dense, (GLACIO-FLUVIAL)

SILTY SAND (SM), trace gravel, occasional cobbles, brown, mediumdense, (GLACIO-FLUVIAL)


995+/-

989+/-

982+/-

18

22

17

16

20

GR

AP

HIC

LO

G


TH

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OR

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NO

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Cor

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ELEVATION (Ft.)


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New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50


BORING LOG NO. B-5EversourceCLIENT:



Exhibit: A-35




4' WD


10-10-6-6N=16

4-5-4-4N=9

6-6-6-7N=12

5-5-6-8N=11

3-4-4-5N=8

1.0

3.0

10.0

17.0

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), brown,medium dense, (base course)SILTY SAND WITH GRAVEL (SM), dark brown, medium dense to loose,(GLACIO-FLUVIAL)

SILT (ML), trace clay, trace sand, olive-brown, loose to medium dense,(GLACIO-FLUVIAL)

SILTY SAND (SM), light gray to gray, medium dense to loose,(GLACIO-FLUVIAL)

Coarse sand layer at 16 feet


1023+/-

1021+/-

1014+/-

1007+/-

15

16

22

18

14

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AP

HIC

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LOCATION



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ELEVATION (Ft.)


SA

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New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50





Exhibit: A-36




16' WD


30-15-6-6N=21

6-8-7-8N=15

13-29-18-18N=47

3-4-8-21N=12

4-6-14-19N=20

0.2

4.0

10.0

17.0

1-inch of asphaltFILL - POORLY GRADED SAND WITH GRAVEL , medium dense, (basecourse)FILL - SILTY SAND WITH GRAVEL , brown, medium dense

SILTY SAND WITH GRAVEL (SM), occasional cobbles, brown, mediumdense to dense, (GLACIAL TILL)

Cobbles from 8.5 to 9.5 feet

WELL GRADED GRAVEL WITH SILT AND SAND (SW-SM), brown,medium dense, (GLACIAL TILL)


1046+/-

1042+/-

1036+/-

1029+/-

18

4

15

8

12

GR

AP

HIC

LO

G


TH

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Route 116, Easton, NH

Cor

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ELEVATION (Ft.)


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New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50





Exhibit: A-37




5' WD


6-6-5-5N=11

2-4-5-7N=9

2-3-5-6N=8

5-8-12-15N=20

3-3-6-10N=9

6.5

10.0

17.0

FILL - POORLY GRADED SAND WITH GRAVEL (SP), brown, mediumdenseFILL - SILTY SAND WITH GRAVEL , trace gravel, black, medium dense,(reclaim)SILTY SAND, dark brown, medium dense, cobble in tip of sampler

Cobbles from 6.5 to 10 feet

LEAN CLAY WITH SILT (CL), sand lenses, gray, very stiff to stiff,(GLACIO-FLUVIAL)


1128.5+/-

1125+/-

1118+/-

16

4

17

16

10

GR

AP

HIC

LO

G


TH

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Cor

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ELEVATION (Ft.)


SA

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New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50





Exhibit: A-38




8' WD


8-6-6-6N=12

2-2-2-2N=4

8-9-12-50/5"

N=21

28-50/2"

7.0

15.8

FILL - POORLY GRADED GRAVEL , gray, medium denseFILL - SILTY SAND WITH GRAVEL , brown, medium dense to loose

SILTY SAND WITH GRAVEL (SM), frequent boulders, brown, mediumdense to dense, (GLACIAL TILL)

Boring Terminated at 15.8 Feet

1258+/-

1249+/-

15

5

14

5

GR

AP

HIC

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TH

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AR

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Cor

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ELEVATION (Ft.)


SA

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New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50



Driller: NTB/Mike N.


Exhibit: A-39




9' WD


17-16-18-10N=34

8-9-10-12N=19

32-30-36-32N=66

8-6-6-6N=12

50/0"

1.52.0

7.0

14.515.0

FILL - POORLY GRADED SAND , brown, dense

SILTY SAND (SM), brown, densePOORLY GRADED SAND WITH GRAVEL (SP), brown, medium dense tovery dense, (GLACIAL TILL)

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), brown,medium dense, (GLACIAL TILL)

Weathered rock at 14.5 feetSampler refusal on probable bedrock at 15 Feet

1260.5+/-1260+/-

1255+/-

1247.5+/-1247+/-

14

15

14

15

0

GR

AP

HIC

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G


TH

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OR

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G IS

NO

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AR

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LOCATION



Cor

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ELEVATION (Ft.)


SA

MP

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WA

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OB

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RV

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H (

Ft.)

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10

15R

EC

OV

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In.)

RQ

D(%

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New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50





Exhibit: A-40




9' WD


13-11-18-12N=29

8-4-3-3N=7

6-6-6-16N=12

7-15-50/5"

5-50/4"

6.0

8.0

15.8

FILL - POORLY GRADED SAND WITH GRAVEL , brown, medium dense

FILL - SILTY SAND , black, medium dense, (recycled asphalt)FILL - POORLY GRADED SAND WITH GRAVEL , brown, medium denseFILL - SILTY SAND WITH GRAVEL , brown, loose

FILL - SANDY SILT , brown, medium dense

SANDY SILT (ML), orange-brown, medium dense, (LACUSTRINE)

SILTY GRAVEL WITH SAND (GM), gray, medium dense to dense,(GLACIAL TILL)

Refusal on probable bedrock at 15.8 Feet

1369+/-

1367+/-

1359+/-

13

15

14

12

7

GR

AP

HIC

LO

G


TH

IS B

OR

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LO

G IS

NO

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ALI

D IF

SE

PA

RA

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D F

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M O

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L R

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OR

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AR

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LOCATION



Cor

e ra

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in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

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WA

TE

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OB

SE

RV

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ION

S

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H (

Ft.)

5

10

15R

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In.)

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D(%

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New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50





Exhibit: A-41




6' WD


6-5-6-5N=11

6-6-6-6N=12

4-5-6-6N=11

6-5-5-5N=10

4-5-6-5N=11

2.0

10.0

17.0

FILL - POORLY GRADED SAND , trace silt, brown, medium denseFILL - SILTY SAND , orange-brown, medium dense

POORLY GRADED SAND (SP), trace silt, trace gravel from 10 to 11 feet,brown, medium dense, sand finer with depth(GLACIO-FLUVIUM)

POORLY GRADED SAND WITH SILT (SP-SM), brown, medium dense,(GLACIO-FLUVIUM)


1197+/-

1189+/-

1182+/-

12

17

12

14

7

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

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D IF

SE

PA

RA

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D F

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M O

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L R

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OR

T.

G

EO

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AR

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5175

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DEPTH

LOCATION



Cor

e ra

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in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

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E

WA

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R L

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OB

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RV

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H (

Ft.)

5

10

15R

EC

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In.)

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D(%

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New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50





Exhibit: A-42




12' WD


25-14-7-4N=21

5-6-2-2N=8

15-45-36-22N=81

4-5-5-6N=10

7.0

13.5

17.0

FILL - POORLY GRADED GRAVEL WITH SILT AND SAND , brown,medium dense, (Base)FILL - SILTY SAND WITH GRAVEL , brown, loose

WELL GRADED GRAVEL WITH SILT AND SAND (GW-GM), brown togray, mottled, very dense, (GLACIO-FLUVIUM)

SILT (ML), trace sand, trace clay, gray, medium dense,(GLACIO-FLUVIUM)


1166+/-

1159.5+/-

1156+/-

11

10

15

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

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D F

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M O

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INA

L R

EP

OR

T.

G

EO

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AR

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-NO

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5175

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DEPTH

LOCATION



Cor

e ra

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in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

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OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

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In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: CME-75





Exhibit: A-43




8' WD


18-12-10-8N=22

25-32-20-25N=52

11-8-12-10N=20

10-11-10-12N=21

12.0

14.0

17.0

FILL - POORLY GRADED SAND WITH SILT AND GRAVEL , mediumdense

FILL - SILTY SAND WITH GRAVEL , brown to light brown, dense

FILL - SILTY SAND , with crushed weathered rock, gray, medium dense

POORLY GRADED SAND WITH SILT (SP-SM), brown,(GLACIO-FLUVIUM)

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), brown toolive-brown, medium dense, (GLACIAL TILL)


1197+/-

1195+/-

1192+/-

15

16

14

11

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

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-NO

WE

LL J

115

5175

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TR

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DEPTH

LOCATION



Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

ER

Y (

In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: CME-75





Exhibit: A-44




12' WD


5-2-1-3N=3

5-5-15-5N=20

10-20-50/2"

N=70+

19-16-49-50/3"

N=65

4.0

8.0

16.7

FILL - SILTY SAND WITH GRAVEL , brown, loose

SILTY SAND (SM), light brown to gray, medium dense,(GLACIO-FLUVIUM)

SILTY SAND WITH GRAVEL (SM), trace clay, brown, very dense,occasional boulders from 8 to 15 feet(GLACIAL TILL)


1287+/-

1283+/-

1274.5+/-

5

12

12

14

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

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-NO

WE

LL J

115

5175

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TR

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DEPTH

LOCATION



Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

ER

Y (

In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50





Exhibit: A-45




10' WD


6-6-7-7N=13

10-12-11-12N=23

16-2550/4"

N=75+

6-7-6-7N=13

9.0

13.5

17.0

FILL - POORLY GRADED SAND WITH GRAVEL , brown, medium dense

FILL - SILTY SAND WITH GRAVEL , brown, medium dense

POORLY GRADED GRAVEL WITH SILT AND SAND (GP-GM), brown,dense, (GLACIO-FLUVIUM)

POORLY GRADED SAND WITH SILT (SP-SM), light brown, mediumdense, (GLACIO-FLUVIUM)


1386+/-

1381.5+/-

1378+/-

12

14

8

13

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

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-NO

WE

LL J

115

5175

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J

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LD T

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TR

ES

ULT

S

DEPTH

LOCATION



Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

ER

Y (

In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: D-50





Exhibit: A-46




9' WD


8-8-8-8N=16

10-15-13-14N=28

6-8-10-10N=18

13-11-13-15N=24

15.0

FILL - POORLY GRADED SAND , trace gravel, brown, medium dense

FILL - POORLY GRADED SAND WITH SILT , brown, medium dense

Boring Terminated at 15 Feet1760+/-

13

12

6

7

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

OG

-NO

WE

LL J

115

5175

.GP

J

FIE

LD T

ES

TR

ES

ULT

S

DEPTH

LOCATION


Route 112, Woodstock,NH

Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

ER

Y (

In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1

Advancement Method:4.25-inch hollow stem augers



Notes:


Drill Rig: CME-850





Exhibit: A-47





20-20-16-15N=36

50/4"

30-46-50N=96

50/1"

0.3

9.0

13.5

15.1

3-inches of asphaltFILL - POORLY GRADED SAND WITH SILT AND GRAVEL , light brownto brown, dense

FILL - , Boulders and cobbles, very dense

SILTY SAND (SM), trace gravel, dark brown, very dense, (GLACIAL TILL)

Weathered rock


1820+/-

1811+/-

1806.5+/-

1805+/-

16

1

18

0

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

OG

-NO

WE

LL J

115

5175

.GP

J

FIE

LD T

ES

TR

ES

ULT

S

DEPTH

LOCATION



Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

ER

Y (

In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: CME-850





Exhibit: A-48





8-11-6-2N=17

50/2"

15-16-14-22N=30

50/4"

0.5

15.3

AsphaltFILL - POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM),frequent boulders, brown, medium dense to very dense

Occasional cobbles

Frequent bouldersBoring Terminated at 15.3 Feet

1415.5+/-

1400.5+/-

10

1

12

2

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

OG

-NO

WE

LL J

115

5175

.GP

J

FIE

LD T

ES

TR

ES

ULT

S

DEPTH

LOCATION



Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

ER

Y (

In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: CME-75





Exhibit: A-49





5-6-8-10N=14

17-17-20-40N=37

7.0

17.0

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), brown,medium dense to dense, (GLACIAL TILL)

Run 1Hard, bluish black, coarse grained GRANITE, moderate spacing, no bedding,fresh, excellent RQD

Run 2Similar, excellent RQD


2.252.252.252.252.25

1182+/-

1172+/-

12

15

54.5

60

91

100

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

OG

-NO

WE

LL J

115

5175

.GP

J

FIE

LD T

ES

TR

ES

ULT

S

DEPTH

LOCATION



Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

ER

Y (

In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: CME-850





Exhibit: A-50





10-10-10-10N=20

5-10-14-50/2"

N=24

2.0

5.0

6.7

9.0

14.0

FILL - POORLY GRADED SAND WITH SILT AND GRAVEL , brown,medium dense

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), brown,medium dense, (GLACIAL TILL)

Auger refusal at 5 feet, offset 5 feet westSILTY SAND WITH GRAVEL (SM), dark brown, medium dense, (GLACIALTILL)

Sampler refusal at 6.7 feet, roller bit to 9 feet, begin core

Run 1Hard, gray. coarse grained GRANITE, low angle, slightly weathered, goodRQD


884+/-

881+/-

879.5+/-

877+/-

872+/-

12

14

49 73

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

OG

-NO

WE

LL J

115

5175

.GP

J

FIE

LD T

ES

TR

ES

ULT

S

DEPTH

LOCATION


See Exhibit A-2

Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

RE

CO

VE

RY

(In

.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: CME-75





Exhibit: A-51




4'WD


9-9-5-5N=14

10-50N=

23-23-24-30N=47

10-22-30-30N=52

0.2

15.0

17.0

2-inches of topsoilSILTY SAND WITH GRAVEL (SM), frequent cobbles, brown, mediumdense to very dense, (GLACIAL TILL)

Cobbles from 6 to 7 feet

POORLY GRADED GRAVEL WITH SILT AND SAND (GP-GM), brown,very dense, (GLACIAL TILL)


766+/-

751+/-

749+/-

2

6

4

5

GR

AP

HIC

LO

G


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

G

EO

SM

AR

T L

OG

-NO

WE

LL J

115

5175

.GP

J

FIE

LD T

ES

TR

ES

ULT

S

DEPTH

LOCATION



Cor

e ra

te(m

in./f

t.)

ELEVATION (Ft.)


SA

MP

LE T

YP

E

WA

TE

R L

EV

EL

OB

SE

RV

AT

ION

S

DE

PT

H (

Ft.)

5

10

15R

EC

OV

ER

Y (

In.)

RQ

D(%

)

New HampshireSITE:

Page 1 of 1




Notes:


Drill Rig: CME-75





Exhibit: A-52





BORING LOG NO. B-2A Page 1 of 1 PROJECT: Route 112 & Route … · 2016. 11. 15. · LOG C HI GRAP...

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Transcript of BORING LOG NO. B-2A Page 1 of 1 PROJECT: Route 112 & Route … · 2016. 11. 15. · LOG C HI GRAP...