TEST CERTIFICATE - East Staffordshire

TEST CERTIFICATE

Liquid and Plastic Limits

Tested in Accordance with: BS 1377-2: 1990: Clause 4.4 and 5

Client: Client Reference:

Client Address: Job Number:

Date Sampled:

Date Received:

Contact: Date Tested:

Site Name: Sampled By:

Site Address:

Test Results:

Laboratory Reference: Depth Top [m]:

Hole No.: Depth Base [m]:

Sample Reference: Sample Type:

Soil Description:

Sample Preparation:

Legend, based on BS 5930:2015 Code of practice for site investigations

Plasticity Liquid Limit

C Clay L Low below 35

M Silt I Medium 35 to 50

H High 50 to 70

V Very high 70 to 90

E Extremely high exceeding 90

Organic O append to classification for organic material ( eg CHO )

Note: Moisture Content by BS 1377-2: 1990: Clause 3.2

Remarks:

Approved: Dariusz Piotrowski Signed: Darren Berrill

PL Geotechnical Laboratory Manager Geotechnical General Manager

Date Reported: for and on behalf of i2 Analytical Ltd GF 232.5

Ivy House Environmental Ltd IV-218-19

Scotland Farm, Ockbrook,

Derby, DE72 3RX

19-66494

09/10/2019

16/10/2019

Phil Devitt 22/10/2019

Outwoods Farm, Burton Upon Trent PD

Not Given

1333826 2.50

TP328 Not Given

Not Given B

Brown slightly gravelly slightly sandy CLAY

Tested after washing to remove >425um

As Received Moisture

Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

22 45 26 19 93

30/10/2019"Opinions and interpretations expressed here in are outside of the scope of the UKAS Accreditation.

This report may not be reproduced other than in full without the prior written approval of the issuing laboratory.

The results included within the report are representative of the samples submitted for analysis.

The analysis was carried out at i2 Analytical Limited, ul. Pionierow 39, 41-711 Ruda Slaska, Poland."

"Any assessment of compliance with specifications based the analytical results in a report take in to account no contribution from uncertainty of

measurement. Application of uncertainty of measurement would provide a range within which the true result lies. An estimate of measurement

uncertainty can be provided on request."

CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

TEST CERTIFICATE





Date Sampled:

Date Received:



Site Address:

Test Results:




Soil Description:

Sample Preparation:





H High 50 to 70





Remarks:






Derby, DE72 3RX

19-66494

09/10/2019

16/10/2019



Not Given

1333827 1.20

TP329 Not Given

Not Given B

Brown slightly gravelly very sandy CLAY

Tested after >425um removed by hand


Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

17 33 18 15 96








CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

TEST CERTIFICATE





Date Sampled:

Date Received:



Site Address:

Test Results:




Soil Description:

Sample Preparation:





H High 50 to 70





Remarks:






Derby, DE72 3RX

19-66494

09/10/2019

16/10/2019



Not Given

1333828 0.80

TP331 Not Given

Not Given B

Orangish brown CLAY

Tested in natural condition


Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

36 61 33 28 100








CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

TEST CERTIFICATE





Date Sampled:

Date Received:



Site Address:

Test Results:




Soil Description:

Sample Preparation:





H High 50 to 70





Remarks:






Derby, DE72 3RX

19-66494

09/10/2019

16/10/2019



Not Given

1333829 2.20

TP332 Not Given

Not Given B

Light brown slightly gravelly slightly clayey SAND



Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

9.6 25 NP NP. 71

NP – non plastic








CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

TEST CERTIFICATE





Date Sampled:

Date Received:



Site Address:

Test Results:




Soil Description:

Sample Preparation:





H High 50 to 70





Remarks:






Derby, DE72 3RX

19-66494

10/10/2019

16/10/2019



Not Given

1333830 1.70

TP334 Not Given

Not Given B

Brown sandy CLAY



Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

31 43 33 10 100








CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

TEST CERTIFICATE





Date Sampled:

Date Received:



Site Address:

Test Results:




Soil Description:

Sample Preparation:





H High 50 to 70





Remarks:






Derby, DE72 3RX

19-66494

10/10/2019

16/10/2019



Not Given

1333831 2.60

TP339 Not Given

Not Given B

Brown sandy CLAY



Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

31 42 29 13 100








CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

TEST CERTIFICATE





Date Sampled:

Date Received:



Site Address:

Test Results:




Soil Description:

Sample Preparation:





H High 50 to 70





Remarks:






Derby, DE72 3RX

19-66494

10/10/2019

16/10/2019



Not Given

1333832 1.40

TP340 Not Given

Not Given B

Orangish brown slightly gravelly slightly sandy CLAY

Tested after >425um removed by hand


Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

25 48 25 23 93








CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

TEST CERTIFICATE





Date Sampled:

Date Received:



Site Address:

Test Results:




Soil Description:

Sample Preparation:





H High 50 to 70





Remarks:






Derby, DE72 3RX

19-66494

10/10/2019

16/10/2019



Not Given

1333833 0.90

TP342 Not Given

Not Given B

Brown slightly gravelly slightly sandy CLAY with rootlets



Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

25 56 28 28 99








CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

TEST CERTIFICATE





Date Sampled:

Date Received:



Site Address:

Test Results:




Soil Description:

Sample Preparation:





H High 50 to 70





Remarks:






Derby, DE72 3RX

19-66494

09/10/2019

16/10/2019



Not Given

1333834 1.30

TP343 Not Given

Not Given B

Orangish brown slightly sandy CLAY



Content [%]

Liquid Limit

[%]

Plastic Limit

[%]

Plasticity Index

[%]

% Passing 425µm

BS Test Sieve

30 50 33 17 100








CL

CI

CH

CV

CE

MLMI

MH

MV

ME

A line

0

10

20

30

40

50

60

70

80

90

100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

PLA

ST

ICIT

Y I

ND

EX

LIQUID LIMIT

Page 1 of 1

SUMMARY REPORT

Summary of Classification Test Results

Tested in Accordance with:



Date Sampled:

Date Received:



Site Address:

Test results

m m % % % % % % Mg/m3 Mg/m3 Mg/m3 %

1.30Not

GivenB 44 100 59 38 21

1.00Not

GivenB 16 82 26 16 10

1.50Not

GivenB 32 100 51 30 21

1.00Not

GivenB 47 98 66 33 33

2.70Not

GivenB 21 76 42 26 16

1.20Not

GivenB 35 100 72 42 30

2.40Not

GivenB 24 61 42 20 22

1.10Not

GivenB 33 100 64 35 29

2.60Not

GivenB 35 100 50 38 12

1.50Not

GivenB 22 73 50 27 23

Note: # Non accredited; NP - Non plastic

Comments:



Date Reported: for and on behalf of i2 Analytical Ltd GF 234.730/10/2019"Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation.




"Any assessment of compliance with specifications based the analytical results in a report take in to account no contribution from uncertainty of measurement. Application of uncertainty of

measurement would provide a range within which the true result lies. An estimate of measurement uncertainty can be provided on request."

1333822 TP315 Not Given Brown CLAY Atterberg 1 Point

1333823 TP318 Not Given Orangish brown slightly sandy CLAY

1333824 TP321 Not Given Brown slightly gravelly slightly sandy CLAY Atterberg 1 Point

Atterberg 1 Point

1333820 TP307 Not Given Orangish brown CLAY Atterberg 1 Point

1333821 TP313 Not Given Brown gravelly sandy CLAY Atterberg 1 Point

1333818 TP303 Not Given Brown slightly sandy CLAY Atterberg 1 Point

1333819 TP303 Not Given Brown slightly gravelly sandy CLAY Atterberg 1 Point

1333816 TP302 Not Given Light brown slightly gravelly very sandy CLAY Atterberg 1 Point

1333817 TP302 Not Given Brown slightly sandy CLAY Atterberg 1 Point

PD

1333815 TP301 Not Given Orangish brown slightly sandy CLAY Atterberg 1 Point

WC

Atterberg Density

Reference

Depth

Top

Depth

BaseType

%

Passing

425um

LLRemarksMC

To

tal

Po

rosi

ty#

PL PI bulk dry

Not Given

Laboratory

Reference

Hole

No.

Sample

Description

Ivy House Environmental Ltd MC by BS 1377-2: 1990: Clause 3.2; WC by BS EN 17892-1: 2014; Atterberg

by BS 1377-2: 1990: Clause 4.3, Clause 4.4 and 5; PD by BS 1377-2: 1990:

Clause 8.2

IV-218-19


Derby, DE72 3RX

19-66494

07/10 - 09/10/2019

16/10/2019



Page 1 of 1

SUMMARY REPORT

Summary of Classification Test Results




Date Sampled:

Date Received:



Site Address:

Test results

m m % % % % % % Mg/m3 Mg/m3 Mg/m3 %

1.40Not

GivenB 16 83 30 20 10

2.50Not

GivenB 22 93 45 26 19

1.20Not

GivenB 17 96 33 18 15

0.80Not

GivenB 36 100 61 33 28

2.20Not

GivenB 9.6 71 25 NP NP.

1.70Not

GivenB 31 100 43 33 10

2.60Not

GivenB 31 100 42 29 13

1.40Not

GivenB 25 93 48 25 23

0.90Not

GivenB 25 99 56 28 28

1.30Not

GivenB 30 100 50 33 17

Note: # Non accredited; NP - Non plastic

Comments:



Date Reported: for and on behalf of i2 Analytical Ltd GF 234.730/10/2019"Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation.






1333832 TP340 Not Given Orangish brown slightly gravelly slightly sandy CLAY Atterberg 1 Point

1333833 TP342 Not GivenBrown slightly gravelly slightly sandy CLAY with

rootlets

1333834 TP343 Not Given Orangish brown slightly sandy CLAY Atterberg 1 Point

Atterberg 1 Point

1333830 TP334 Not Given Brown sandy CLAY Atterberg 1 Point

1333831 TP339 Not Given Brown sandy CLAY Atterberg 1 Point

1333828 TP331 Not Given Orangish brown CLAY Atterberg 1 Point

1333829 TP332 Not Given Light brown slightly gravelly slightly clayey SAND Atterberg 1 Point

1333826 TP328 Not Given Brown slightly gravelly slightly sandy CLAY Atterberg 1 Point

1333827 TP329 Not Given Brown slightly gravelly very sandy CLAY Atterberg 1 Point

PD

1333825 TP326 Not Given Light brown slightly gravelly very sandy CLAY Atterberg 1 Point

WC

Atterberg Density

Reference

Depth

Top

Depth

BaseType

%

Passing

425um

LLRemarksMC

To

tal

Po

rosi

ty#

PL PI bulk dry

Not Given

Laboratory

Reference

Hole

No.

Sample

Description

Ivy House Environmental Ltd MC by BS 1377-2: 1990: Clause 3.2; WC by BS EN 17892-1: 2014; Atterberg

by BS 1377-2: 1990: Clause 4.3, Clause 4.4 and 5; PD by BS 1377-2: 1990:

Clause 8.2

IV-218-19


Derby, DE72 3RX

19-66494

07/10 - 10/10/2019

16/10/2019



Page 1 of 1

TEST CERTIFICATEDry Density / Moisture Content

Relationship Light Compaction


BS 1377-4: 1990



Date Sampled:

Date Received:



Site Address:

Test Results:




Sample Description:

Mould Type

Samples Used

Material Retained on 37.5 mm Sieve %


Particle Density - Assumed Mg/m³As received Moisture Content %

Maximum Dry Density Mg/m³

Optimum Moisture Content %

Note: Tested in Accordance with BS 1377-4: 1990: Clause 3.3 using 2.5kg [light] Rammer

Remarks:




0

0

2.70

42

"Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation.







1.37

33

30/10/2019

Preparation Material used was natural

1 Litre

Single sample tested


1333815 1.30

TP301 Not Given

Not Given B



Not Given



Derby, DE72 3RX

19-66494

07/10/2019

16/10/2019

1.20

1.30

1.40

1.50

22 27 32 37 42

Dry

Density, M

g/m

3

Moisture Content, %

0 % Air Voids

5 % Air Voids

10 % Air Voids

Page 1 of 1




BS 1377-4: 1990



Date Sampled:

Date Received:



Site Address:

Test Results:




Sample Description:

Mould Type

Samples Used







Remarks:




0

0

2.65

39








1.37

33

30/10/2019


1 Litre



1333823 2.60

TP318 Not Given

Not Given B



Not Given



Derby, DE72 3RX

19-66494

09/10/2019

16/10/2019

1.20

1.30

1.40

1.50

28 31 34 37 40

Dry

Density, M

g/m

3

Moisture Content, %

0 % Air Voids

5 % Air Voids

10 % Air Voids

Page 1 of 1




BS 1377-4: 1990



Date Sampled:

Date Received:



Site Address:

Test Results:




Sample Description:

Mould Type

Samples Used







Remarks:




0

0

2.25

16








1.65

14

30/10/2019


1 Litre


Brown slightly gravelly very sandy CLAY

1333827 1.20

TP329 Not Given

Not Given B



Not Given



Derby, DE72 3RX

19-66494

09/10/2019

16/10/2019

1.45

1.55

1.65

8 11 14 17 20

Dry

Density, M

g/m

3

Moisture Content, %

0 % Air Voids

5 % Air Voids

10 % Air Voids

Page 1 of 1




BS 1377-4: 1990



Date Sampled:

Date Received:



Site Address:

Test Results:




Sample Description:

Mould Type

Samples Used







Remarks:




0

1

2.45

10.0








1.71

15

30/10/2019


1 Litre


Light brown slightly gravelly slightly clayey SAND

1333829 2.20

TP332 Not Given

Not Given B



Not Given



Derby, DE72 3RX

19-66494

09/10/2019

16/10/2019

1.50

1.60

1.70

1.80

8 11 14 17 20

Dry

Density, M

g/m

3

Moisture Content, %

0 % Air Voids

5 % Air Voids

10 % Air Voids

Page 1 of 1




BS 1377-4: 1990



Date Sampled:

Date Received:



Site Address:

Test Results:




Sample Description:

Mould Type

Samples Used







Remarks:

Dariusz Piotrowski Signed: Darren Berrill



0

0

2.60

24








1.64

20

30/10/2019


1 Litre


Brown slightly gravelly slightly sandy CLAY with rootlets

1333833 0.90

TP342 Not Given

Not Given B



Not Given



Derby, DE72 3RX

19-66494

10/10/2019

16/10/2019

1.50

1.55

1.60

1.65

1.70

14 17 20 23 26

Dry

Density, M

g/m

3

Moisture Content, %

0 % Air Voids

5 % Air Voids

10 % Air Voids

Page 1 of 1

SUMMARY REPORT

Summary of Moisture Condition Value Test Results

Tested in Accordance with: BS 1377-4: 1990: Clause 5.4



Date Sampled:

Date Received:



Site Address:

Test results

m m % %

1.30Not

GivenB 0 41 6.3

2.60Not

GivenB 0 39 7.5

1.20Not

GivenB 0 18 10.1

2.20Not

GivenB 1 10 4.4

0.90Not

GivenB 0 24 11.3

Comments:



Date Reported: for and on behalf of i2 Analytical Ltd GF 107.10"Opinions and interpretations expressed herein are outside of the scope of the UKAS Accreditation.






30/10/2019

1333833 TP342 Not GivenBrown slightly gravelly slightly sandy CLAY with

rootlets

Steepest

straight line

1333827 TP329 Not Given Brown slightly gravelly very sandy CLAYSteepest

straight line

1333829 TP332 Not Given Light brown slightly gravelly slightly clayey SANDSteepest

straight line

1333815 TP301 Not Given Orangish brown slightly sandy CLAYSteepest

straight line

1333823 TP318 Not Given Orangish brown slightly sandy CLAYSteepest

straight line

Reference

Depth

Top

Depth

BaseType

Method

of

Interpretation

Not Given

Laboratory

Reference

Hole

No.

Sample

Description Remarks

Re

tain

ed

on

20

mm

sie

ve

Mo

istu

re C

on

ten

t

<2

0m

m

Mo

istu

re

Co

nd

itio

n V

alu

e



Derby, DE72 3RX

19-66494

07/10 - 10/10/2019

16/10/2019

Phil Devitt 25/10 - 28/10/2019


Page 1 of 1

Upper Outwoods Farm Earthworks Specification

34

APPENDIX B Persimmon Homes Drawing UO/PPO/01 Rev A Persimmon Homes Drawing UO/PPL/03 Rev A

Kitling Greaves Lane

72m contour

5m 10m 20m 50m

Outw

oods

Lane

Beamhill Road

Beamhill Road

Beamhill Road

Beamhill Road

Beamhill Road

Beamhill Road

Beamhill Road

Beamhill Road

Beamhill Road

Outw

oods

Lane

Outw

oods

Lane

Outw

oods

Lane

Outw

oods

Lane

0m

Beaconsfield Road



0m 5m 10m 20m 50m

5m 10m20m 50m

0m 5m 10m20m 50m

ROAD 1

ROAD 1

ROAD 1

ROAD 2

RO

AD

2

ROAD 8

RO

AD 4

ROAD 5

RO

AD

9

72.00

78.50

78.00

77.60

78.30

77.1577.15

77.30

78.3

578

.35

78.60

78.95

76.85

76.85

76.7

0

76.6

0

76.5

5

76.55

76.55

76.65

76.60

76.50

75.8075.8075.75

75.70

75.7575.75

75.45

75.1075.10

75.10

75.40

75.20

75.20

75.50

74.90

74.00 74.0074.3074.60

74.50

74.50

74.50

74.80

73.45 73.45 73.45 73.10 72.75 72.20

74.60

74.2074.20

72.35

72.60

72.60

72.60

74.00

72.90

74.1

0

73.70 73.70 73.10 73.10

73.00

72.7072.40

72.15

72.2072.2072.20

72.2072.20

71.90

71.90

72.0072.00

72.1072.10

72.2072.20

72.30

72.20

72.30

72.20 72.00 72.00

71.00

71.00

70.70

70.30

69.90

71.6071.80

69.6069.90

71.10

70.90

71.10

72.20

72.20

72.20

72.10

72.10

72.35

72.55

72.55

73.50 73.30

73.40 73.40

73.80

73.65

73.65

72.00

72.3

072

.90

73.5

5

72.3072.50 72.3072.3072.3072.5072.50

72.45

73.3573.35

73.9

5

74.15

74.20 74.20 74.2074.15

74.00

74.7074.7074.7074.7074.8574.8574.85

74.70

75.7076.15

76.1576.60

76.6077.05

74.8074.8074.8074.80

75.0075.50

75.50

75.50

76.4

0

76.4

0

77.50

76.80

76.8077.25

77.5078.25

78.25

75.85

76.20

76.65

76.65

74.80

74.80

77.20

77.35

77.20

77.10

77.00

74.1

5

74.1

5

74.1

5

74.50

74.15

74.1

5

74.8074.80

75.50

75.6

0

75.6

0

75.8

0

75.8

0

75.8

0

75.7

0

76.3

076

.30

76.3

0

76.0

0

76.00

75.7

0

76.0076.00

75.9

5

76.1

0

76.1

0

76.3

0

76.3

0

76.4

5

79.0

0

78.4

0

77.35

77.3577.35

77.4077.40

76.8077.10

77.10

78.60

78.85 78.85 78.85

78.65

78.4078.60

27

MHP-Q

Roseberry

Warw

ick

Hatfie

ld

Beech

(Clayton Corner)

Hatfield

Chedworth

Clayton Corner

Hanbury

Hanbury

Beech

(Clayton Corner)

Aln

wic

k

Aln

wic

k

HanburyHanbury

0309

01

02

05

04

12

0806

07

10

11

Leice

ster

Leice

ster

Chedworth

Chedworth

LeicesterLeicester

Clayton - A

Cla

yto

n - A

Moseley

Moseley

Moseley

MHP-Q Roseberry

Roseberry

MHP-Q

MoseleyMoseley

Moseley

Chedworth

Corfe

Hanbury

Hanbury

3433

1432 16

15

13

1731

1830

28

29

1920

21

Lum

ley

Han

bury

Han

bury

Han

bury

Han

bury

Beech

(Cla

yton C

orn

er)

Yarm

Yarm

Yarm

MH

P-Q

Roseberry

Warwick

Hanbury

Hanbury

Beech

(Clayton Corner)

Chedw

ort

h

Moseley

Moseley

Moseley

Moseley

Moseley

Moseley

Hanbury

Hanbury

Alnwick

Alnwick

Alnwick Alnwick Alnwick

Clayton Corner

Alnw

ick

Alnw

ick

Alnw

ick

Han

bury

Han

bury

Lumley

Yarm

Yarm

Yarm

Hanbury Hanbury

Corf

e

Hanbury HanburyLumley

Yarm

Yarm

Yarm

AlnwickAlnwick

Alnwick

MHP-QRoseberry

Lumley

Hatfield

Ch

ed

wo

rthC

layto

n C

orn

er

39

35

37

36

40

38

57

56

41

55

54

42

43

44

52

53

47

49

46

58

45

48

50

59

51

61

60

62

64

63

68

67

69

82

66

65

77

83

79

73

78

76

81

84

75

74

80

85

86

Clayton - AClayton Corner

LeicesterLeicester

Roseberry

MHP-Q

MHP-Q

Roseberry

HanburyHanburyWarwick

Warwick

MHP-Q

Roseberry

Hatfie

ld

Yarm

Yarm

Yarm

RoseberryMHP-Q

Alnwick

Alnwick

Alnwick

MHP-QRoseberry

Hanbury

Hanbury

Hanbury

MHP-Q

Roseberry

Clayton

Beech

(Cla

yto

n C

orn

er)

Corfe

Corfe

Corfe

YarmYarmYarm

Beech

(Clayton Corner)

Ch

ed

wo

rth

Le

ice

ste

rL

eic

este

r

Beech

(Clayton Corner)

Cla

yto

n - A

Aln

wic

kA

lnw

ick

Lumley

AlnwickAlnwick

Alnwick

Hanbury

Hanbury

YarmYarmYarm

Cla

yton C

orn

er

Lumley

Ro

se

be

rry

MH

P-Q

Leic

este

r

Leic

este

rM

HP

-QR

ose

be

rry

Lum

ley

Chedw

ort

h

Ch

ed

wo

rthC

orfe

LeicesterLeicester

Hanbury

Hanbury

Leicester

Leicester

Chedworth

Hanbury Hanbury

LeicesterLeicester Chedworth

107

133

Clayton Corner

166

201

215

112

240

Hanbury

Hanbury

235

MH

P-Q

Roseberry

Hatfie

ld

Lumley

Hanbury

Hanbury

ChedworthLeicester Leicester

143

187

188

Cla

yto

n C

orn

er

200

207

118

94

93

91

92

90

87

89

113121

88

116120119 115

122

110

114 111117

105

101

123

108

95106

103

109

124

102

104

132

129

126125

131

128127

139136137

130

135

142134

138

146

141140

144

145

147

186

149

189

148

154 150

175

183

152

185

180

184

176

151

177 178

153

174

163

182

160

179

161

165 159

164

162

181

169

158

168156

190

157

155

167

193

191

170

172

195

171

173

198

197

192

196

208

204

194

199

219

203202

213

214

211

206 205

220221

218

210

216

212

222

209

239226

236

225

238 241217

228237

227

234

242

224

223

Corfe

Hatfield

HanburyHanbury

Hatfield

Beech

(Clayton Corner)

Clayton Corner

AlnwickAlnwick

AlnwickAlnwick

Hanbury

Hanbury

Aln

wic

kA

lnw

ick

Aln

wic

k

Hanbury

Hanbury

Lumley

Han

bury

Han

bury

Cla

yto

n - A

Beech

(Clayton Corner)

Yarm

Yarm

Yarm

Corfe

Chedworth

Leicester

Leicester

Leicester

Leicester

Leices

ter

Leices

ter

Leic

este

r

Leic

este

r

MH

P-Q

Rose

berry

AlnwickAlnwick

Alnwick

Beech

(Cla

yto

n C

orn

er)

Cla

yton C

orn

er

Beech

(Clayton Corner)

Roseberr

y

MH

P-Q

Clayton -

A

Hatfield

Ha

tfield

Clayt

on Corn

er

Roseberry

MHP-Q

MHP-QRoseberry

271

281

294

Be

ech

(Cla

yto

n C

orn

er)

297

Lumley

305

321

Alnwick

Alnwick

Beech

(Cla

yton C

orn

er)

Hatfield

Han

bury

Han

bury

Cla

yto

n

Hatfield

269

Beech

(Cla

yton C

orn

er)

229

230231232

233

243

244

258

257

256255

254

253

252

251

250

249

248

247

245

246

318

267

317

260

259

264

265

266

261262263

268

270

273

288

274

272

287

289

286 285

283284

282 280

279

278277

276

275

290

292293

295

299

296

298300301

302303304

324

306

323

322310

311

320

319

315

314

312

313

316

Leic

este

rLeic

este

r

Hat

field

Hat

field

Chedworth

Yarm

Yarm

Yarm

YarmYarmYarm

Yarm

Yarm

Yarm

Lum

ley

Lumley

Lumley

Lumley

Lumley

Yarm

Yarm

Yarm

Lum

ley

Clayton - A

HanburyHanburyHanbury

Leicester

Leicester

Leicester

Leicester

ChedworthClayto

n - A

Chedw

ort

h

307308

309

326

70

71

291

72

325

ROAD

3

ROAD

3

RO

AD 10

ROAD 11

ROAD 11

RO

AD

13

RO

AD

12

ROAD 14

RO

AD

15

RO

AD 1

6

ROAD 17

ROAD 18

ROAD 18

ROAD 6

ROAD 7

78.4

078

.40

77.8

0

79.1579.05

77.65

78.6

0

78.9

078.60 Hatfie

ld

22

23

24

Hanbury

Hanbury

ChedworthLumley

Roseberry

MH

P-Q

98

100

99

96

97

Hat

field

Hat

field

25

26

78.10

74.80

75.50

73.3

0

73.45

74.3

074

.30

74.3

0

73.8

5

74.4074.25

75.50

75.00

75.7075.70

75.00

73.10

73.10

73.10

75.10

75.35

75.20

75.60

75.9

0

76.5

0

76.30

76.10

76.6

076

.35

76.3

5

76.3

5

75.7

0

75.55

75.55

75.90 75.80

76.85

76.8076.80

76.80

76.40

76.40

77.05

77.05

78.80

78.30

77.6

0

77.6

0

77.75

78.4078.40

78.8578.85

80.40

80.8577.95

78.5578.55

79.15

82.00 82.00

82.50

81.25 81.2580.50 80.50

79.60

80.50

80.60

80.10

77.85

84.05

83.1082.65

81.1

0

81.1

0

81.1081.10

81.10

81.2081.20

81.60

83.30

84.40

84.85

84.4584.45

84.4584.45

84.2584.25

Proposed online attenuation basin with maximum1:4 side slopes and low flow channel graded at1:500 towards the watercourse. Topsoil and seedfinish with planting as per FPCR landscapedrawings.

Base level:63.10-63.00mAODBerm level:65.00mAODTop of bank level:65.00-69.00mAOD

1 in 30year water level: 63.91mAOD1 in 100year (+40%cc) water level: 64.20mAOD.

Ground raised in this area to form

minimum ground level of 65.00m

25m Forward

2.4x25

m Vision S

play

2.4x25m Vision Splay






2.4x25m Vision Splay 2.4x25m Vision Splay





2.4x

25m

Vis

ion

Spla

y

Vision Envelope

25m ForwardVision Envelope


















LP

HP

78.60

5.00m

5.00m

LP

HP

LP

6.50m

6.50m

6.50m

6.50m

HP

LP

LP

HP

HP

4.80m

4.80

m

4.80m

HP

4.80m

4.80

m

4.80m

4.80m

O P E N S P A C E O P E N S P A C E

O P E N S P A C E

O P E N S P A C E

O P E N S P A C E

S2F2

S1 F1

S3

F3

S4

F4

F5S5

F6

S6

F7

S7

S8

S9

F9

S10

S11

S12

S13

S14

S15

S16

S17

S18

S19

S20

S21

S22S23

S24

F20

F24

S25

S26

S27

F27

F28S28

F29

S29

S30

F30 F31

S31

S32

F32

S33

F34

S34

S35

F35

F36S36

S37 F37

F38

S38

F39 S39

S40

F40 F41

S41

S42

S43

F43

S44

F44

S45

F45

S46

F46

S47

HW2

HWS135

HWS134

HWS136

HWS138

FLOW CONTROL MH

HW1

F10

10.0m WIDESEWER EASEMENT





F42

S48

S49

F49

F50

S50

SPILLWAY


Newly diverted 375mm Dia Foul Sewerinstalled by Severn Trent Water Ltd

STORM WATER ATTENUATION BASIN

TREATMENT SWALE

DISSIPATING APRON

FLOOD ROUTE

77.60

77.1

5

77.1

576

.70

76.50

77.00

76.20

75.85

78.30

Gra

sm

ere

77.00

77.2

5

76.95

75.30

75.30

72.20 72.20

75.25

73.50

73.2

0

73.3

0

76.8

5

75.55

78.75

75.50

76.65

77.05

77.25

75.30

72.8

0

73.90

73.10

71.9

0

71.50

70.70

71.85

69.80

70.20

69.50

74.30

73.7

5

71.90

Phase 1

Phase 2

Phase 5

Phase 3

Phase 4

Phase 6

Phase 7

Phase 8

Phase 9

Phase 10

Phase 12

Phase 13Phase 14

Phase 16

Phase 15

Phase 11

Cut/Fill SummaryName

Basin 1 volumesBasin 2 volumesPhase 1 volumesPhase 2 volumesPhase 3 volumesPhase 4 volumesPhase 5 volumesPhase 6 volumesPhase 7 volumesPhase 8 volumesPhase 9 volumesPhase 10 volumesPhase 11 volumesPhase 12 volumesPhase 13 volumesPhase 14 volumesPhase 15 volumesPhase 16 volumes

Totals

Cut Factor

1.1001.1001.1001.1001.1001.1001.1001.1001.1001.1001.1001.1001.1001.1001.1001.1001.1001.100

Fill Factor

1.0501.0501.0501.0501.0501.0501.0501.0501.0501.0501.0501.0501.0501.0501.0501.0501.0501.050

2d Area

17590.124sq.m11420.315sq.m11597.301sq.m10349.343sq.m9058.312sq.m15670.638sq.m5649.511sq.m14524.685sq.m14715.692sq.m11888.569sq.m4284.052sq.m42842.706sq.m19257.295sq.m40902.123sq.m34546.138sq.m47186.907sq.m74155.919sq.m39546.329sq.m

425185.959sq.m

Cut

41049.104 Cu. M.13176.993 Cu. M.160.424 Cu. M.35.092 Cu. M.0.000 Cu. M.5147.349 Cu. M.165.504 Cu. M.1.378 Cu. M.1826.480 Cu. M.123.156 Cu. M.0.000 Cu. M.27777.807 Cu. M.20520.497 Cu. M.36352.162 Cu. M.97688.802 Cu. M.44646.026 Cu. M.501.602 Cu. M.24126.399 Cu. M.

313298.776 Cu. M.

Fill

3246.703 Cu. M.3020.951 Cu. M.13665.148 Cu. M.17250.998 Cu. M.23722.704 Cu. M.12946.441 Cu. M.8929.494 Cu. M.28178.050 Cu. M.16106.140 Cu. M.9555.621 Cu. M.7087.091 Cu. M.33841.374 Cu. M.7687.755 Cu. M.20071.993 Cu. M.6980.897 Cu. M.60998.745 Cu. M.53159.834 Cu. M.29896.636 Cu. M.

356346.575 Cu. M.

Net

37802.401 Cu. M.<Cut>10156.042 Cu. M.<Cut>13504.723 Cu. M.<Fill>17215.906 Cu. M.<Fill>23722.704 Cu. M.<Fill>7799.092 Cu. M.<Fill>8763.990 Cu. M.<Fill>28176.672 Cu. M.<Fill>14279.660 Cu. M.<Fill>9432.465 Cu. M.<Fill>7087.091 Cu. M.<Fill>6063.567 Cu. M.<Fill>12832.741 Cu. M.<Cut>16280.169 Cu. M.<Cut>90707.905 Cu. M.<Cut>16352.718 Cu. M.<Fill>52658.232 Cu. M.<Fill>5770.237 Cu. M.<Fill>

43047.799 Cu. M.<Fill>

Development

Drawing Title

Dwg. Ref.

Date Scale Drawn

Rev.

Rev. Description Date

Persimmon Homes (NM), Davidson House, Meridian East,

Meridian Business Park, Leicester, LE19 1WZ

Tel: 0116 2815600 Fax: 0116 2815601

PERSIMMON

Land at Upper Outwoods Farm

Cut and fill phasing

October 20 1:1250 KK

OU/PPL/03 A

N


72m contour

T13

T1

T10

T7

T9

T36

T22

TG2

TG3

TG6TG5

TG3

T26T34T27T28

T17TG4

T38

T20

T39

TG3

T35

T37

T2

T18

T19

T14

T6

T5

T12

T8

T4

T3

T11

T32

T30

T42

TG7

T21

T25

T29

Application boundary

KEY

Green Infrastructure

(Including National Forest Contribution)

Phase 2A 1.20ha

Phase Area (hectares)

Phase 2D 0.84ha

Phase 3B 3.69ha

TOTAL 11.42ha

Phase 3C 3.29ha

Phase 4A 2.4ha

Persimmon Homes

Phase 2B 5.75ha

Phase 3A 3.52ha

Phase 4B 5.5ha

Phase 5 2.64ha

TOTAL 17.41ha

Area (acres)

28.23ac

2.96ac

2.08ac

9.13ac

8.13ac

5.93ac

Area (acres)

14.20ac

8.70ac

13.61ac

6.52ac

43.03ac


White Land

TOTAL 3.39 ha

Area (acres)

8.39ac


White Land 3.39 ha 8.39ac

Taylor Wimpey

Persimmon Homes

White Land

Indicative Primary Streets(Main Street and The Avenue)

Existing Rights of Way / Footways(Public footpath retained in situ and designed as

new 'Greenway')

Retained Mature Vegetation / Features

(Existing Woodland, Hedgerow and Trees)

'Greenways'(Multi purpose routes providing walking and

cycling, indicative alignments shown)

Development

Drawing Title

Dwg. Ref.

Date Scale Drawn

Rev.

Rev. Description Date

Persimmon Homes (NM), Davidson House, Meridian East,

Meridian Business Park, Leicester, LE19 1WZ

Tel: 0116 2815600 Fax: 0116 2815601

PERSIMMON

Land at Upper Outwoods Farm

Burton Upon Trent

Parameters / Phasing Overlay

Sept 2019 1:2500 @ A1 YM

UO/PPO/01 A

Phase 2A

Phase 2BPhase 3A

Local

Centre

Primary School & Sports

Phase 3B

Phase 3C

Phase 4APhase 4B

Phase 5A

Pond

Phase 2D

White Land

Pond

A Phases 2B and 2D areas amended 25.9.19

Upper Outwoods Farm Earthworks Specification

35

APPENDIX C Tables 6/1 to 6/4 of HASHW

Documents

TEST CERTIFICATE - East Staffordshire