RPT081-Technical Concept Level 2 Document - … · Atterberg limits (%) Lab PROJECT: Short List of...

SS-9A

SS-9B

SS-10

SS-11

SS-12

SS-13

249.51

248.75

244.17

243.34

9.45

10.21

14.79

15.62

38

--

61

68

59

100

100

--

100

100

100

100

20

18

21

20

20

--

SANDY SILT TILL, trace gravel, grey,dense

SILT, trace clay, grey, homogeneous,very dense

CLAYEY SILT, layered, grey, hard

END OF BOREHOLE:

NOTE :End of Borehole at 15.62 m bgsBorehole open upon completion'bgs' denotes below ground surfaceGr, Sa, Si and Cl denote Gravel, Sand,Silt and Clay respectively

14-18-20-46

--

12-22-39-60/275

14-32-36-60/275mm

17-19-40-60/275mm

30-35-60/225mm

(blows / 12 in.-30 cm)

SS - SPLIT SPOON

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

Str

atig

raph

y

Ele

vatio

n(m

)

REFERENCE No.: 050278-060-53.1

CLIENT: Region of York

DESCRIPTION OFSOIL AND BEDROCK

Rec

over

y

%

LOCATION:

258.96Feet

ENCLOSURE No.: 5

GROUND SURFACE

Sta

te

of 2Page: 2

BOREHOLE REPORT

ST - SHELBY TUBE

- WATER LEVEL

LEGEND

Metres

Typ

e an

dN

umbe

r

DATE (FINISH): July 13, 2012

N

AU - AUGER PROBE

10 20 30 40 50 60 70 80 90

"N" Value

Field

East Gwillimbury, Ontario

DESCRIBED BY: S. Hussain

DATE (START): July 13, 2012

CHECKED BY: S. Shahangian

Dep

th

Shear test (Cu)Sensitivity (S) Water content (%)

wp wlAtterberg limits (%)

Lab

PROJECT: Short List of Alternative Water Reclamation Centre Site Locations

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

Moi

stur

eC

onte

nt

BOREHOLE No.: 30-5

Blows per6 in. /15 cm

or RQD

ELEVATION: 258.96 m

Pen

etra

ion

Inde

x/S

CR

SO

IL L

OG

WIT

H G

RA

PH

+W

EL

L 0

50

27

8-0

60

-53

.1.G

PJ

INS

PE

C_

SO

L.G

DT

2/4

/13

SS-1

SS-2

SS-3

SS-4

SS-5A

SS-5B

SS-6

SS-7

SS-8

269.00

267.94

265.65

264.13

262.60

2.29

3.35

5.64

7.16

8.69

4

17

15

55

--

86

92

81

100

42

50

71

33

100

--

100

100

100

16

14

15

16

8

17

22

9

21

FILL :SANDY SILT, trace topsoil and rootlets,black organics, grey, loose

Trace gravel, brown, homogeneous,compact

Brown to light grey

NATIVE :SILT TILL, trace sand and gravel, traceclay, dilatant, light grey, very dense

Gr : 1%, Sa : 10%, Si : 83%, Cl : 6%

SILT to SANDY SILT, partly dilatant,brown to light grey, very moist to wet,very dense

Oxidized seams, light grey to brown

Dilatant, brownish grey

SANDY SILT, oxidized seams, light grey,homogeneous, very dense

2-2-2-4

4-8-9-11

3-7-8-13

18-26-29-55

--

20-31-55-60/275mm

17-37-55-60/275mm

28-42-59-60/275mm

28-45-60/275mm

m m

m


SS - SPLIT SPOON

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

Str

atig

raph

y

Ele

vatio

n(m

)

REFERENCE No.: 050278-060-53.1



Rec

over

y

%

LOCATION:

271.29Feet

ENCLOSURE No.: 6

GROUND SURFACE

Sta

te

of 2Page: 1

BOREHOLE REPORT

ST - SHELBY TUBE

- WATER LEVEL

LEGEND

Metres

Typ

e an

dN

umbe

r


N

AU - AUGER PROBE

10 20 30 40 50 60 70 80 90

"N" Value

Field





Dep

th



Lab


1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Moi

stur

eC

onte

nt

BOREHOLE No.: 30-6


or RQD

ELEVATION: 271.29 m

Pen

etra

ion

Inde

x/S

CR

SO

IL L

OG

WIT

H G

RA

PH

+W

EL

L 0

50

27

8-0

60

-53

.1.G

PJ

INS

PE

C_

SO

L.G

DT

2/4

/13

0.6 m

7.9 m

8.5 m

Bentonite Seal

Bentonite Grout

Bentonite Seal

SS-9

SS-10

SS-11258.7112.58

70

77

100

100

100

100

22

20

36

END OF BOREHOLE:

NOTE :End of Borehole at 12.58 m bgsA 50 mm Monitoring Well was installed at12.2 m depth in the sampled boreholeBorehole open upon completion'bgs' denotes below ground surfaceGr, Sa, Si and Cl denote Gravel, Sand,Silt and Clay respectively

25-33-37-39

25-33-44-60

27-56-60/275mm


SS - SPLIT SPOON

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

Str

atig

raph

y

Ele

vatio

n(m

)

REFERENCE No.: 050278-060-53.1



Rec

over

y

%

LOCATION:

271.29Feet

ENCLOSURE No.: 6

GROUND SURFACE

Sta

te

of 2Page: 2

BOREHOLE REPORT

ST - SHELBY TUBE

- WATER LEVEL

LEGEND

Metres

Typ

e an

dN

umbe

r


N

AU - AUGER PROBE

10 20 30 40 50 60 70 80 90

"N" Value

Field





Dep

th



Lab


10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

Moi

stur

eC

onte

nt

BOREHOLE No.: 30-6


or RQD

ELEVATION: 271.29 m

Pen

etra

ion

Inde

x/S

CR

SO

IL L

OG

WIT

H G

RA

PH

+W

EL

L 0

50

27

8-0

60

-53

.1.G

PJ

INS

PE

C_

SO

L.G

DT

2/4

/13

12.2 m

12.6 m

Sand

Screen

Appendix B

Results of Soil Classification Laboratory Test Results

SITE WH1

CLIENT: LAB No.:

PROJECT/ SITE:PROJECT No.:

Borehole No.: Sample No.:

Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:Raj Kadia, C.E.T.

16/07/2012

18/07/2012

Gravel 0%, Sand 30%, Silt 63%, Clay 7%

Anwar

SS-7WH1-1

SandGravel Clay & Silt Soil Description

6.1m-6.7m

Sandy Silt, Trace Clay 0 30 70

Regional Municipality of York G0247

Short List of Alternative Water Reclamation Centre Site Locations-Preliminary Geotechnical Investigation 050278-060-53.1

PARTICLE-SIZE ANALYSIS OF SOILS

(USCS) (ASTM D422)

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)

UNIFIED SOIL CLASSIFICATION SYSTEM

CLAY & SILTSAND GRAVEL

FINE MEDIUM COARS FINE COARSE

FO-930.103c (On) / IA / 05-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

18.3m-18.9m

Sily Clay, Trace Sand 0 1 99

SS-15WH1-1


Raj Kadia, C.E.T.

16/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS

(ASTM D4318-98)

CLIENT: LAB No.:

PROJECT/SITE: PROJECT No.:

Borehole No.: Sample No.: Depth:

Soil Description: Date Sampled:

Balance No.: Porcelain Bowl No.:

Oven No.: Spatula No.: 2

Glass Plate No.:

Test No. 1 Test No. 2 Test No. 3 Dry Preparation

39 28 25 Wet Preparation

AL20 AL44 AL5

18.27 19.79 19.38

16.86 17.91 17.59

1.41 1.88 1.79

13.51 13.60 13.53

3 35 4 31 4 06

SOIL PREPARATION:

Cohesive <400 μm

Cohesive >400 μm

2&4

1

Regional Municipality of York

Short List of Alternative Water Reclamation Centre Site Locations Preliminary Geotechnical Investigation

9-Jul-12

Non-Cohesive

2

Number of Blows

WATER CONTENT:

LIQUID LIMIT (LL):

Tare No.

Liquid Limit Device No.:

Sieve No.:

Tare, g

Mass of Soil g

Appratus: 2

40

G0244

050278-60-53.1

Inorganic Clay (CL) with Low/medium Plasticity

18.3m-18.9WH1-1 SS-15

2

Wet Soil+Tare, g

Dry Soil+Tare, g

Mass of Water, g

43 0

43.5

44.0

44.5

45.0

ON

TE

NT

(%

)

RESULTS

FO-930.105 (On) / IA / 06-11

3.35 4.31 4.06

42.1% 43.6% 44.1%

CL9 DL3

16.81 16.58

16.27 16.05

0.54 0.53

13.85 13.69

2.42 2.36

22.3% 22.5%

M6

30.20

21.20

9.00

1.30

19.90Liquid Limit

(LL)Plastic Limit (PL)

45.2% 44 22

REMARKS:

PERFORMED BY: DATE:


Mass of Soil, g

Water Content %

Water Content %

Plasticity Index (PI) Natural Water Content Wn

22 45

Average Water Content %

PLASTIC LIMIT (PL) - WATER CONTENT:

22.4%

Mass of Soil, g

18-Jul-12

Mass of Soil, g

Water Content %

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g

Anwar 17-Jul-12

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g

Mass of Water, g

Inorganic Clay (CL) with Low/medium Plasticity

Tare, g

NATURAL WATER CONTENT ( Wn ):

Mass of Water, g

Tare, g

41.0

41.5

42.0

42.5

43.0

20 22 24 26 28 30 32 34 36 38 40 42 44

WA

TE

R C

O

Nb BLOWS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100

PLA

ST

ICIT

Y I

ND

EX

PI =

LL-

PL

LIQUID LIMIT LL

SOIL PLASTICITY CHART

LOW PLASTICITY INORGANIC CLAY

LOW COMPRESSIBILITY INORGANIC SILT

HIGH PLASTICITY INORGANIC CLAY

- HIGH COMPRESSIBILITYINORGANIC SILT

- INORGANIC CLAY- MEDIUM COMPRESSIBILITYINORGANIC SILT

- ORGANIC CLAY

CL

CHMH

ML OL

CH

and

and

CL ML

LL 50

FO-930.105 (On) / IA / 06-11

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

6.1m-6.7m


SS-7WH1-2


Raj Kadia, C.E.T.

16/07/2012

18/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:


16/07/2012

18/07/2012


Anwar

SS-13WH1-3


15.2m-15.8m

Silty Sand, Trace Clay and Gravel 0 60 40




(USCS) (ASTM D422)

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

2.3m-2.9m

Silt, Trace Clay and Sand 0 5 95

SS-4WH1-4


Raj Kadia, C.E.T.

16/07/2012

18/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

6.1m - 6.7m


SS-7WH1-4


Raj Kadia, C.E.T.

16/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

13.7m-14.3m

Silty Clay, Trace Sand 0 1 99

SS-12WH1-4


Raj Kadia, C.E.T.

16/07/2012

18/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12


(ASTM D4318-98)

CLIENT: LAB No.:






Glass Plate No.:



AL25 C24 C16

20.61 20.98 20.73

19.21 19.41 19.20

1.40 1.57 1.53

13.64 13.64 13.67

5 57 5 77 5 53

G0243

050278-060-53.1

Inorganic Clay (CL) with Low Plasticity

13.7m - 14.3mWH1-4 SS-12

Appratus: 2

WATER CONTENT:

Tare No.

2

LIQUID LIMIT (LL):


Sieve No.:

Mass of Water, g

Non-Cohesive

2#40

Number of Blows

Tare, g

Mass of Soil g

Wet Soil+Tare, g

Dry Soil+Tare, g

SOIL PREPARATION:

Cohesive <400 μm

Cohesive >400 μm

2

1



26 5

27.0

27.5

28.0

28.5

29.0

ON

TE

NT

(%

)

RESULTS

FO-930.105 (On) / IA / 06-11

5.57 5.77 5.53

25.1% 27.2% 27.7%

DL3 BL4

16.32 15.71

15.94 15.42

0.38 0.29

13.70 13.60

2.24 1.82

17.0% 15.9%

M15

35.80

29.80

6.00

1.30

28.50Liquid Limit


21.1% 26 16

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: Raj Kadia, C.E.T. DATE:

Tare, g


Tare No.



16.4%

Mass of Water, g

Tare, g

17-Jul-12

Mass of Soil, g

Water Content %

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g


Water Content %

Anwar

10 21

Mass of Soil, g

16-Jul-12

Inorganic Clay (CL) with Low Plasticity

Mass of Soil, g

Mass of Water, g

Water Content %

Wet Soil+Tare, g

Dry Soil+Tare, g

24.0

24.5

25.0

25.5

26.0

26.5

14 16 18 20 22 24 26 28 30 32 34

WA

TE

R C

O

Nb BLOWS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100

PLA

ST

ICIT

Y I

ND

EX

PI =

LL-

PL

LIQUID LIMIT LL







- ORGANIC CLAY

CL

CHMH

ML OL

CH

and

and

CL ML

LL 50

FO-930.105 (On) / IA / 06-11

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

3.0m-3.6m

Silt, Some Clay, Trace Sand 0 3 97

SS-5WH1-5


Raj Kadia, C.E.T.

23/07/2012

24/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:


23/07/2012

24/07/2012


Anwar

SS-6WH1-6


4.6m-5.2m

Silt, Trace Clay and Sand 0 1 99




(USCS) (ASTM D422)

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

�

�

�

�

�

SITE WH2

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

3.0m-3.6m

Sandy Silt, Some Clay, Trace Gravel 3 35 62

SS-5WH2-1


Raj Kadia, C.E.T.

04/07/2012

11/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12


(ASTM D4318-98)

CLIENT: LAB No.:




Balance No.: Porcelain Bowl No.: -


Glass Plate No.:



AL4 AL9 AL10

18.03 20.00 18.29

17.53 19.25 17.73

0.50 0.75 0.56

13.64 13.65 13.75

3 89 5 60 3 98


SOIL PREPARATION:

Cohesive <400 μm

Cohesive >400 μm

2

1

Tare, g

Mass of Soil g

Non-Cohesive

G0239

050278-060-53.1

Inorganic Silt (ML) with Low Plasticity

3.0m-3.6mWH2-1

2

SS-5


26-Jun-12

Appratus: 2

#40

Number of Blows

2

LIQUID LIMIT (LL):


Sieve No.:

Mass of Water, g

Dry Soil+Tare, g

WATER CONTENT:

Tare No.

Wet Soil+Tare, g

13 5

14.0

14.5

15.0

ON

TE

NT

(%

)

RESULTS

FO-930.105 (On) / IA / 06-11

3.89 5.60 3.98

12.9% 13.4% 14.1%

BL4 DL4

16.65 17.57

16.38 17.22

0.27 0.35

13.60 13.63

2.78 3.59

9.7% 9.7%

S1

39.70

36.30

3.40

1.30

35.00Liquid Limit


9.7% 14 10

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:Raj Kadia, C.E.T. 9-Jul-12

Mass of Soil, g

Water Content %

Tare No.

Wet Soil+Tare, g

Mass of Soil, g

Water Content %

Tare, g

Water Content %

Dry Soil+Tare, g

Mass of Water, g

Tare, g

Mass of Soil, g

Wet Soil+Tare, g

Dry Soil+Tare, g

Mass of Water, g



4 10

Anwar 5-Jul-12




9.7%

Tare No.

12.0

12.5

13.0

13.5

19 21 23 25 27 29 31 33

WA

TE

R C

O

Nb BLOWS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100

PLA

ST

ICIT

Y I

ND

EX

PI =

LL-

PL

LIQUID LIMIT LL







- ORGANIC CLAY

CL

CHMH

ML OL

CH

and

and

CL ML

LL 50

FO-930.105 (On) / IA / 06-11

CLIENT: LAB No.:


Source: WH2-2 SS-8A Depth: 9.1m-9.7m

Sampled By: Sharif

19.00 100.0

16.00 100.0

13.20 100.0

4.75 94.0

1.18 74.9

0.30 54.1

0.150 34.1

0.075 22.9

SIEVE ANALYSIS

SIEVE SIZE (mm) SAMPLE % PASSING

June 21, 2012

G0240

050278-060-53.1

(LS-602)

Date Sampled:


O.P.S.S. Form 1010 SPECIFICATIONS

N/A

Regional Mulnicipality of York

0100

FO-930.234 (On) / IA / 04-12

PERFORMED BY: DATE:

VERIFIED BY: DATE:

REMARKS:

Anwar

Raj Kadia, C.E.T.

July 6, 2012

July 9, 2012

Silty Sand, Trace Gravel (Gravel 6%, Sand 71%, Silt 23%)

0

10

20

30

40

50

60

70

80

90

0.001 0.01 0.1 1 10

PE

RC

EN

T R

ET

AIN

ED

DIAMETER (mm)

PE

RC

EN

T P

AS

SIN

G

VERIFIED BY: DATE:Raj Kadia, C.E.T. July 9, 2012

FO-930.234 (On) / IA / 04-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

1.5m-2.1m

Gravely Silty Sand, Trace Clay 25 41 34

SS-3WH2-3


Raj Kadia, C.E.T.

04/07/2012

11/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12


(ASTM D4318-98)

CLIENT: LAB No.:




Balance No.: Porcelain Bowl No.: -


Glass Plate No.:



C26 AL21 BL1

21.22 19.46 18.93

20.43 18.79 18.30

0.79 0.67 0.63

13.78 13.56 13.59

6 65 5 23 4 71

SOIL PREPARATION:

Cohesive <400 μm

Cohesive >400 μm

2

1



Tare, g

Mass of Soil, g

LIQUID LIMIT (LL):


Sieve No.:

Dry Soil+Tare, g

Mass of Water, g

Non-Cohesive

2

G0240

050278-060-53.1

Inorganic Clay/Silt (CL-ML) with Low Plasticity

1.5m-2.1mWH2-3 SS-3

27-Jun-12

Appratus: 2

#40

Number of Blows

2

WATER CONTENT:

Tare No.

Wet Soil+Tare, g

12.5

13.0

13.5

14.0

ON

TE

NT

(%

)

RESULTS

FO-930.105 (On) / IA / 06-11

6.65 5.23 4.71

11.9% 12.8% 13.4%

DL1 AL40

16.24 16.67

16.02 16.42

0.22 0.25

13.70 13.77

2.32 2.65

9.5% 9.4%

S1

54.30

50.40

3.90

1.30

49.10Liquid Limit


7.9% 13 9

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:

Water Content %


Mass of Soil, g

Water Content %

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g

9-Jul-12

Anwar 5-Jul-12

Tare, g

Mass of Soil, g

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g

Mass of Water, g

Tare, g


Mass of Water, g

Inorganic Clay/Silt (CL-ML) with Low Plasticity

Raj Kadia, C.E.T.



9.5%

Mass of Soil, g

Water Content % 4 8

11.0

11.5

12.0

5

15 17 19 21 23 25 27 29 31 33 35 37

WA

TE

R C

O

Nb BLOWS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100

PLA

ST

ICIT

Y I

ND

EX

PI =

LL-

PL

LIQUID LIMIT LL







- ORGANIC CLAY

CL

CHMH

ML OL

CH

and

and

CL ML

LL 50

FO-930.105 (On) / IA / 06-11

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:


16/07/2012

18/07/2012


Anwar

SS-8WH2-4


7.6m-8.2m

Sand and Silt, Some Clay, Trace Gravel 1 41 58




(USCS) (ASTM D422)

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

SITE 30

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:


16/07/2012

18/07/2012


Anwar

SS-330-1


1.5m-2.1m

Sandy Silt, Some Clay, Trace Gravel 1 39 60




(USCS) (ASTM D422)

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12


(ASTM D4318-98)

CLIENT: LAB No.:






Glass Plate No.:



AL21 AL3 C26

18.33 18.85 21.20

17.79 18.21 20.25

0.54 0.64 0.95

13.56 13.54 13.78

4 23 4 67 6 47

40

Number of Blows

2

WATER CONTENT:

Tare No.

Wet Soil+Tare, g

2

G0250

050278-60-53.1


1.5m-2.1m30-1 SS-3

July 10,2012

Appratus: 2

LIQUID LIMIT (LL):


Sieve No.:

Dry Soil+Tare, g

Mass of Water, g

Non-Cohesive

Tare, g

Mass of Soil, g

SOIL PREPARATION:

Cohesive <400 μm

Cohesive >400 μm

2&4

1



13 5

14.0

14.5

15.0

ON

TE

NT

(%

)

RESULTS

FO-930.105 (On) / IA / 06-11

4.23 4.67 6.47

12.8% 13.7% 14.7%

CL4 DL5

17.05 16.69

16.72 16.39

0.33 0.30

13.56 13.67

3.16 2.72

10.4% 11.0%

M10

54.20

49.30

4.90

1.30

48.00Liquid Limit


10.2% 13 11

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:



10.7%

Mass of Soil, g

Water Content % 2

Mass of Water, g

Tare, g


Tare, g

Mass of Soil, g

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g

18-Jul-12

Anwar 17-Jul-12


Raj Kadia, C.E.T.

10

Water Content %


Mass of Soil, g

Water Content %

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g

Mass of Water, g

12.0

12.5

13.0

13.5

16 18 20 22 24 26

WA

TE

R C

O

Nb BLOWS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100

PLA

ST

ICIT

Y I

ND

EX

PI =

LL-

PL

LIQUID LIMIT LL







- ORGANIC CLAY

CL

CHMH

ML OL

CH

and

and

CL ML

LL 50

FO-930.105 (On) / IA / 06-11

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

3.1m-3.7m

Sand, Trace Silt and Clay 0 90 10

SS-5Site30-1


Raj Kadia, C.E.T.

16/07/2012

18/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:


23/07/2012

24/07/2012


Anwar

SS-530-3


3.1m-3.7m

Silty Clay, some Sand 0 18 82




(USCS) (ASTM D422)

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12


(ASTM D4318-98)

CLIENT: LAB No.:






Glass Plate No.:



AL10 DL5 CL9

20.31 19.66 19.73

19.31 18.71 18.76

1.00 0.95 0.97

13.75 13.66 13.86

5.56 5.05 4.90

SOIL PREPARATION:

Cohesive <400 μm

Cohesive >400 μm

2&4

1



11-Jul-12

Non-Cohesive

2

Number of Blows

WATER CONTENT:

LIQUID LIMIT (LL):

Tare No.


Sieve No.:

Tare, g

Mass of Soil, g

Appratus: 2

40

G0251

050278-60-53.1

Inorganic Clay/Silt with Low Plasticity (CL-ML)

3.1m -3.7m 30-3 SS-5

2

Wet Soil+Tare, g

Dry Soil+Tare, g

Mass of Water, g

19 0

20.0

21.0

22.0

23.0

24.0

ON

TE

NT

(%

)

RESULTS

FO-930.105 (On) / IA / 06-11

5.56 5.05 4.90

18.0% 18.8% 19.8%

AL21 AL3

16.48 16.61

16.16 16.27

0.32 0.34

13.56 13.54

2.60 2.73

12.3% 12.5%

M9

39.50

33.00

6.50

1.30

31.70Liquid Limit


20.5% 19 12

REMARKS:

PERFORMED BY: DATE:


Mass of Soil, g

Water Content %

Water Content %


7 21



12.4%

Mass of Soil, g

24-Jul-12

Mass of Soil, g

Water Content %

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g

Anwar 23-Jul-12

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g

Mass of Water, g

Inorganic Clay/Silt with Low Plasticity (CL-ML)

Tare, g


Mass of Water, g

Tare, g

14.0

15.0

16.0

17.0

18.0

19.0

12 14 16 18 20 22 24 26 28 30 32 34

WA

TE

R C

O

Nb BLOWS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100

PLA

ST

ICIT

Y I

ND

EX

PI =

LL-

PL

LIQUID LIMIT LL







- ORGANIC CLAY

CL

CHMH

ML OL

CH

and

and

CL ML

LL 50

FO-930.105 (On) / IA / 06-11

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

3.1m-3.7m

Silty Clay, Sandy, Trace Gravel 2 22 76

SS-530-4


Raj Kadia, C.E.T.

23/07/2012

24/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12


(ASTM D4318-98)

CLIENT: LAB No.:






Glass Plate No.:



CL6 AL44 AL25

22.14 18.69 21.10

20.86 17.88 19.80

1.28 0.81 1.30

13.67 13.77 13.65

7 19 4 11 6 15

SOIL PREPARATION:

Cohesive <400 μm

Cohesive >400 μm

2

1



12-Jul-12

Wet Soil+Tare, g

Dry Soil+Tare, g

Non-Cohesive

Tare, g

Mass of Soil g

2

Appratus:

2

2

Number of Blows

LIQUID LIMIT (LL):


Sieve No.: #40

Tare No.

Mass of Water, g

G0253

050278-060-53.1

Inorganic Clay with Low Plasticity (CL)

3.1m - 3.7m30-4 SS-5

WATER CONTENT:

19 0

20.0

21.0

22.0

23.0

24.0

NT

EN

T (

%)

RESULTS

FO-930.105 (On) / IA / 06-11

7.19 4.11 6.15

17.8% 19.7% 21.1%

CL20 CL4

16.28 16.29

15.98 15.99

0.30 0.30

13.53 13.56

2.45 2.43

12.2% 12.3%

M5

85.20

74.90

10.30

1.30

73.60Liquid Limit


14.0% 20 12

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: Raj Kadia, C.E.T. DATE:

Mass of Water, g

Water Content %

Wet Soil+Tare, g

Dry Soil+Tare, g

Anwar

8 14

Mass of Soil, g

24-Jul-12

Inorganic Clay with Low Plasticity (CL)

24-Jul-12

Mass of Soil, g

Water Content %

Tare No.

Wet Soil+Tare, g

Dry Soil+Tare, g


Water Content %



12.3%

Mass of Water, g

Tare, g

Mass of Soil, g

Tare, g


Tare No.

14.0

15.0

16.0

17.0

18.0

19.0

14 16 18 20 22 24 26 28 30 32 34

WA

TE

R C

O

Nb BLOWS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100

PLA

ST

ICIT

Y I

ND

EX

PI =

LL-

PL

LIQUID LIMIT LL







- ORGANIC CLAY

CL

CHMH

ML OL

CH

and

and

CL ML

LL 50

FO-930.105 (On) / IA / 06-11

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:

VERIFIED BY: DATE:




(USCS) (ASTM D422)

3.1m-3.7m

Silt, Some Clay, Trace Sand 0 1 99

SS-530-5


Raj Kadia, C.E.T.

23/07/2012

24/07/2012


Anwar

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

CLIENT: LAB No.:



Depth: Enclosure:

REMARKS:

PERFORMED BY: DATE:


23/07/2012

24/07/2012


Anwar

SS-5A30-6


3.1m-3.4m

Silt, Trace Clay, Sand and Gravel 1 10 89


PShort List of Alternative Water Reclamation Centre Site Locations-Preliminary Geotechnical Investigation 050278-060-53.1


(USCS) (ASTM D422)

0

10

20

30

40

50

60

70

80

90

1000

10

20

30

40

50

60

70

80

90

100

0.001 0.01 0.1 1 10

PE

RC

EN

T

RE

TA

INE

D

PE

RC

EN

T

PA

SS

ING

DIAMETER (mm)




FO-930.103c (On) / IA / 05-12

Upper York Sewage Solutions Environmental Assessment

Technical Concept Level 2 Report

Appendix D Water Reclamation Centre Site Conveyance Plan & Profile

Prepared for: The Regonal Municipality of York

Prepared by:

July 2014 REF. NO. 050278 (81) YORK REGION NO. 74270

Conestoga-Rovers & Associates

1195 Stellar Drive, Unit 1 Newmarket, Ontario L3Y 7B8

050278 (81) York Region No. 74270 Page D-1

Technical Concept Level 2 Report Upper York Sewage Solutions IEA

Appendix D: Water Reclamation Centre S ite Conve yance P lan & Profile

The following figures describing the conveyance to and from the Water Reclamation Centre are provided in this Appendix:

Site 24: Conveyance of raw sewage from Queensville West Pump Station to Site 24 (Figure D-1)

Conveyance of treated effluent from Site 24 to the East Holland River (Figure D-2)

Conveyance of RO Concentrate from Site 24 to the Newmarket Pumping Station (Figure D-3)

Site 30: Conveyance of raw sewage from Queensville West Pump Station to Site 30 (Figure D-4)

Conveyance of treated effluent from Site 30 to the East Holland River (Figure D-5)

Conveyance of RO Concentrate from Site 30 to the Newmarket Pumping Station (Figure D-6)

Site WH1 West: Conveyance of raw sewage from Queensville West Pump Station to Site WH1 West (Figure D-7)

Conveyance of treated effluent from Site WH1 West to the East Holland River (Figure D-8)

Conveyance of RO Concentrate from Site WH1 West to the Newmarket Pumping Station (Figure D-9)

Site WH1 East: Conveyance of raw sewage from Queensville West Pump Station to Site WH1 East (Figure D-10)

Conveyance of treated effluent from Site WH1 East to the East Holland River (Figure D-11)

Conveyance of RO Concentrate from Site WH1 East to the Newmarket Pumping Station (Figure D-12)

Site WH2: Conveyance of raw sewage from Queensville West Pump Station to Site WH2 (Figure D-13)

050278 (81) York Region No. 74270 Page D-2

Technical Concept Level 2 Report Upper York Sewage Solutions IEA

Conveyance of treated effluent from Site WH2 to the East Holland River (Figure D-14)

Conveyance of RO Concentrate from Site WH2 to the Newmarket Pumping Station (Figure D-15)

")

! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !

Queensville WestPumping Station

Site 24

$

$

$

A A'Concession Road 2

Queensville Sideroad

Queensville PS to Site 24

Figure D.1

>

>

!

!

P P

P

Ground Surface

$

Quee

nsvill

e Side

road

Open Cut

Valve

Cha

mber

Valve

Cha

mber

Valve

Cha

mber

Road

Cros

sing

-50 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100

Distance (Metres)

Eleva

tion (

mAMS

L)

Source Reference:Basemapping: Produced by CRA underlicense from RegionalMunicipality of York, and Ontario Ministry of Natural Resources,Land Information Ontario (LIO), 2010. © Queen's Printer 2011

©2011 Conestoga-Rovers & Associates Ltd. All Rights Reserved. This document is protectedby copyright law and may not be used, reproduced or modified in any manner or for anypurpose except with the written permission of Conestoga-Rovers & Associates Ltd. ("CRA") ora party to which its copyright has been assigned. Conestoga-Rovers & Associates Ltd acceptsno responsibility, and denies any liability whatsoever, to any party that uses, reproduces,modifies, or relies on this document without Conestoga-Rovers & Associates Ltd. expresswritten consent.

0 100 200Metres

²

Cross Section! Road! Utility Crossing! Water Crossing

P Valve ChamberGround SurfaceProposed Route to QueensvilleWest Pumping Station

1:4,000

Map Document: 050278(INT020)GIS-WA003 February 01, 2013

Map Legend") Queensville West Pumping Station

Proposed Route to QueensvilleWest Pumping StationArea Suitable for Water Reclamation CentreUYSS Service AreaParcels

! ! Utility LineSuface Contour (mAMSL)River - IntermittentRiver - PermanentWaterbodyWetlands - Provincially Significant

222

220

218

224

226

228

230

A A'

Site 24Queensville WestPumping Station

!

!

!

!

!

!!!!!!!!!!!!!!!!!!!!!!!!!

")

_̂


Site 24 $

$ $

B'

B


Conc

essio

n Roa

d 2

Yong

e Stre

etYo

nge S

treet

240

Site 24 to QueensvilleSideroad Outfall

Figure D.2>

>

>

>

!

!! !

!! PPPPPPPPPPPPPPPPPPPPPP

Ground Surface

$

Yong

e Stre

et

Utility

Cros

sing

Utility

Cros

sing

Water

Cros

sing

")

Yong

e Stre

et

Conc

essio

n Roa

d 2

Jack & BoreOpen Cut Open Cut

Holland River

-200 -100 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3100 3200

Distance (Metres)

Eleva

tion (

mAMS

L)



²

Cross Section! Road! Utility Crossing! Water CrossingP Manhole

Ground SurfaceProposed Route to Outfall

1:10,000


Map Legend_̂ Proposed Outfall

") Queensville West Pumping StationProposed Route to OutfallArea Suitable for Water Reclamation CentreRegulated Floodplain120 metre buffer from Greenbelt NaturalHeritage SystemUYSS Service AreaParcels


220

216

208

224

228

232

236 B' B

242

212

0 250 500Metres

204

240 Proposed Outfall Site 24

Newmarket SPS

Site 30

Site 24

A

A'

LESLIE STREET

2ND CONCESSION ROAD

GREEN LANE EAST

MOUNT ALBERT ROAD

DOANE ROAD

QUEENSVILLE SIDEROAD

VALL

EY TR

AIL

ROGERS ROAD

ALGONQUIN FOREST DRIVE

DOANE ROAD

260 240

220

280

280

280

240

280

260

260

280260

220

240

280

260

260

260

280

260

240

240

240

240

240

280

260

260

260

260

240

260

260

240

260

240

260

T. of Holland River East Branch

RO Concentrate Forcemain

Figure D.3

Map Legend

") Newmarket Pumping StationProposed Route - Option 1Area Suitable for Water Reclamation Centre120 metre buffer from GreenbeltNatural Heritage System120 meter buffer from ProvinciallySignificant WetlandUYSS Service AreaParcels

! Utility LineSuface Contour (masl)River - IntermittentRiver - PermanentGo RailWaterbodyWetlands

050278(INT020)GIS-WA002_Option1 February 01, 2013

>

>

>

>

>

>

!!

!!

! !

!

!

!

!

!

!!

!!

!

!

P

P

P

P

P

PP

P

P

P

")P

P

P

P

P

P

PP

P

P

P

P

Water

Cros

sing

Bridge

Doan

e Roa

d

Gree

n Lan

e

Roge

rs Ro

ad

Valle

y Trai

l

Hillcr

est D

rive

Moun

t Albe

rt Roa

d

2nd C

once

ssion

Roa

d

Quee

nsvill

e Side

road

Algon

quin

Fores

t Driv

e

Water

Cros

sing

Water

Cros

sing

Water

Cros

sing

Water

Cros

sing

Jack & Bore Support on BridgeOpen CutOpen CutOpen Cut

Air R

elief

Air R

elief

Valve

Cha

mber

Valve

Cha

mber

Valve

Cha

mber

Valve

Cha

mber

Valve

Cha

mber

Valve

Cha

mber

Valve

Cha

mber

Valve

Cha

mber

Valve

Cha

mber

Rail C

rossin

g

Rail C

rossin

g

-1000 0 1000 2000 3000 4000 5000 6000 7000 8000

Distance (Metres)

Eleva

tion (

mAMS

L)



²

200

240

280

Cross-Section Legend! Road! Water Crossing! Go RailP Valve Chamber

Ground SurfaceProposed Route to NewmarketPumping Station

Site 24 to Newmarket PS

0 500 1,000Metres

NewmarketPumping Station

Site 24

1:30,000

Ground Surface$

A A'

!

!

!

!

!

!

!

!

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Site 30

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A'

A


Lesli

e Stre

et

Wood

bine A

venu

e

Yong

e Stre

et

Holborn Road

Conc

esss

ion R

oad 2

Hornes Road

Queensville Sideroad West

Holborn Road

Yong

e Stre

et

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Queensville PS to Site 30

Figure D.4>

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P

P

PP

PGround Surface

Drain

Cha

mber

Valve

Cham

ber

Drain

Cha

mber

Utility

Cros

sing

Water

Cros

sing

Utility

Cros

sing

Holbo

rn Ro

ad

Quee

nsvill

e Side

road

Leslie

Stre

et

HDDOpen Cut Open Cut

Valve

Cha

mber

Valve

Cha

mber

0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000

Distance (Metres)

Eleva

tion (

mAMS

L)



²

Cross Section! Road! Utility Crossing! Water Crossing

P Valve ChamberGround SurfaceProposed Route to QueensvilleWest Pumping Station

1:28,000


Map Legend") Queensville West Pumping Station

Proposed Route to QueensvilleWest Pumping StationArea Suitable for Water Reclamation Centre120 metre buffer from GreenbeltNatural Heritage System120 metre buffer from ProvinciallySignificant WetlandsUYSS Service AreaParcels


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Site 30

RPT081-Technical Concept Level 2 Document - … · Atterberg limits (%) Lab PROJECT: Short List of...

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