TEST CERTIFICATE - East Staffordshire
Transcript of 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
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
1333827 1.20
TP329 Not Given
Not Given B
Brown slightly gravelly very sandy CLAY
Tested after >425um removed by hand
As Received Moisture
Content [%]
Liquid Limit
[%]
Plastic Limit
[%]
Plasticity Index
[%]
% Passing 425µm
BS Test Sieve
17 33 18 15 96
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
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
1333828 0.80
TP331 Not Given
Not Given B
Orangish brown CLAY
Tested in natural condition
As Received Moisture
Content [%]
Liquid Limit
[%]
Plastic Limit
[%]
Plasticity Index
[%]
% Passing 425µm
BS Test Sieve
36 61 33 28 100
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
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
1333829 2.20
TP332 Not Given
Not Given B
Light brown slightly gravelly slightly clayey SAND
Tested after washing to remove >425um
As Received Moisture
Content [%]
Liquid Limit
[%]
Plastic Limit
[%]
Plasticity Index
[%]
% Passing 425µm
BS Test Sieve
9.6 25 NP NP. 71
NP – non plastic
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
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
10/10/2019
16/10/2019
Phil Devitt 22/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
1333830 1.70
TP334 Not Given
Not Given B
Brown sandy CLAY
Tested in natural condition
As Received Moisture
Content [%]
Liquid Limit
[%]
Plastic Limit
[%]
Plasticity Index
[%]
% Passing 425µm
BS Test Sieve
31 43 33 10 100
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
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
10/10/2019
16/10/2019
Phil Devitt 22/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
1333831 2.60
TP339 Not Given
Not Given B
Brown sandy CLAY
Tested in natural condition
As Received Moisture
Content [%]
Liquid Limit
[%]
Plastic Limit
[%]
Plasticity Index
[%]
% Passing 425µm
BS Test Sieve
31 42 29 13 100
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
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
10/10/2019
16/10/2019
Phil Devitt 22/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
1333832 1.40
TP340 Not Given
Not Given B
Orangish brown slightly gravelly slightly sandy CLAY
Tested after >425um removed by hand
As Received Moisture
Content [%]
Liquid Limit
[%]
Plastic Limit
[%]
Plasticity Index
[%]
% Passing 425µm
BS Test Sieve
25 48 25 23 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
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
10/10/2019
16/10/2019
Phil Devitt 22/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
1333833 0.90
TP342 Not Given
Not Given B
Brown slightly gravelly slightly sandy CLAY with rootlets
Tested after washing to remove >425um
As Received Moisture
Content [%]
Liquid Limit
[%]
Plastic Limit
[%]
Plasticity Index
[%]
% Passing 425µm
BS Test Sieve
25 56 28 28 99
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
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
1333834 1.30
TP343 Not Given
Not Given B
Orangish brown slightly sandy CLAY
Tested in natural condition
As Received Moisture
Content [%]
Liquid Limit
[%]
Plastic Limit
[%]
Plasticity Index
[%]
% Passing 425µm
BS Test Sieve
30 50 33 17 100
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
SUMMARY REPORT
Summary of Classification Test Results
Tested in Accordance with:
Client: Client Reference:
Client Address: Job Number:
Date Sampled:
Date Received:
Contact: Date Tested:
Site Name: Sampled By:
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:
Approved: Dariusz Piotrowski Signed: Darren Berrill
PL Geotechnical Laboratory Manager Geotechnical General Manager
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.
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."
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
Scotland Farm, Ockbrook,
Derby, DE72 3RX
19-66494
07/10 - 09/10/2019
16/10/2019
Phil Devitt 22/10/2019
Outwoods Farm, Burton Upon Trent PD
Page 1 of 1
SUMMARY REPORT
Summary of Classification Test Results
Tested in Accordance with:
Client: Client Reference:
Client Address: Job Number:
Date Sampled:
Date Received:
Contact: Date Tested:
Site Name: Sampled By:
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:
Approved: Dariusz Piotrowski Signed: Darren Berrill
PL Geotechnical Laboratory Manager Geotechnical General Manager
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.
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."
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
Scotland Farm, Ockbrook,
Derby, DE72 3RX
19-66494
07/10 - 10/10/2019
16/10/2019
Phil Devitt 22/10/2019
Outwoods Farm, Burton Upon Trent PD
Page 1 of 1
TEST CERTIFICATEDry Density / Moisture Content
Relationship Light Compaction
Tested in Accordance with:
BS 1377-4: 1990
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:
Sample Description:
Mould Type
Samples Used
Material Retained on 37.5 mm Sieve %
Material Retained on 20.0 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:
Approved: Dariusz Piotrowski Signed: Darren Berrill
PL Geotechnical Laboratory Manager Geotechnical General Manager
Date Reported: for and on behalf of i2 Analytical Ltd GF 109.15
0
0
2.70
42
"Opinions and interpretations expressed herein 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."
1.37
33
30/10/2019
Preparation Material used was natural
1 Litre
Single sample tested
Orangish brown slightly sandy CLAY
1333815 1.30
TP301 Not Given
Not Given B
Phil Devitt 25/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
Ivy House Environmental Ltd IV-218-19
Scotland Farm, Ockbrook,
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
TEST CERTIFICATEDry Density / Moisture Content
Relationship Light Compaction
Tested in Accordance with:
BS 1377-4: 1990
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:
Sample Description:
Mould Type
Samples Used
Material Retained on 37.5 mm Sieve %
Material Retained on 20.0 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:
Approved: Dariusz Piotrowski Signed: Darren Berrill
PL Geotechnical Laboratory Manager Geotechnical General Manager
Date Reported: for and on behalf of i2 Analytical Ltd GF 109.15
0
0
2.65
39
"Opinions and interpretations expressed herein 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."
1.37
33
30/10/2019
Preparation Material used was natural
1 Litre
Single sample tested
Orangish brown slightly sandy CLAY
1333823 2.60
TP318 Not Given
Not Given B
Phil Devitt 28/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
Ivy House Environmental Ltd IV-218-19
Scotland Farm, Ockbrook,
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
TEST CERTIFICATEDry Density / Moisture Content
Relationship Light Compaction
Tested in Accordance with:
BS 1377-4: 1990
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:
Sample Description:
Mould Type
Samples Used
Material Retained on 37.5 mm Sieve %
Material Retained on 20.0 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:
Approved: Dariusz Piotrowski Signed: Darren Berrill
PL Geotechnical Laboratory Manager Geotechnical General Manager
Date Reported: for and on behalf of i2 Analytical Ltd GF 109.15
0
0
2.25
16
"Opinions and interpretations expressed herein 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."
1.65
14
30/10/2019
Preparation Material used was natural
1 Litre
Single sample tested
Brown slightly gravelly very sandy CLAY
1333827 1.20
TP329 Not Given
Not Given B
Phil Devitt 25/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
Ivy House Environmental Ltd IV-218-19
Scotland Farm, Ockbrook,
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
TEST CERTIFICATEDry Density / Moisture Content
Relationship Light Compaction
Tested in Accordance with:
BS 1377-4: 1990
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:
Sample Description:
Mould Type
Samples Used
Material Retained on 37.5 mm Sieve %
Material Retained on 20.0 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:
Approved: Dariusz Piotrowski Signed: Darren Berrill
PL Geotechnical Laboratory Manager Geotechnical General Manager
Date Reported: for and on behalf of i2 Analytical Ltd GF 109.15
0
1
2.45
10.0
"Opinions and interpretations expressed herein 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."
1.71
15
30/10/2019
Preparation Material used was natural
1 Litre
Single sample tested
Light brown slightly gravelly slightly clayey SAND
1333829 2.20
TP332 Not Given
Not Given B
Phil Devitt 25/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
Ivy House Environmental Ltd IV-218-19
Scotland Farm, Ockbrook,
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
TEST CERTIFICATEDry Density / Moisture Content
Relationship Light Compaction
Tested in Accordance with:
BS 1377-4: 1990
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:
Sample Description:
Mould Type
Samples Used
Material Retained on 37.5 mm Sieve %
Material Retained on 20.0 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:
Dariusz Piotrowski Signed: Darren Berrill
PL Geotechnical Laboratory Manager Geotechnical General Manager
Date Reported: for and on behalf of i2 Analytical Ltd GF 109.15
0
0
2.60
24
"Opinions and interpretations expressed herein 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."
1.64
20
30/10/2019
Preparation Material used was natural
1 Litre
Single sample tested
Brown slightly gravelly slightly sandy CLAY with rootlets
1333833 0.90
TP342 Not Given
Not Given B
Phil Devitt 28/10/2019
Outwoods Farm, Burton Upon Trent PD
Not Given
Ivy House Environmental Ltd IV-218-19
Scotland Farm, Ockbrook,
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
Client: Client Reference:
Client Address: Job Number:
Date Sampled:
Date Received:
Contact: Date Tested:
Site Name: Sampled By:
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:
Approved: Dariusz Piotrowski Signed: Darren Berrill
PL Geotechnical Laboratory Manager Geotechnical General Manager
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.
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."
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
Ivy House Environmental Ltd IV-218-19
Scotland Farm, Ockbrook,
Derby, DE72 3RX
19-66494
07/10 - 10/10/2019
16/10/2019
Phil Devitt 25/10 - 28/10/2019
Outwoods Farm, Burton Upon Trent PD
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
Kitling Greaves Lane
Kitling Greaves Lane
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
2.4x25m Vision Splay
2.4x25m Vision Splay
2.4x25m Vision Splay
2.4x25m Vision Splay 2.4x25m Vision Splay
2.4x25m Vision Splay
2.4x25m Vision Splay
2.4x25m Vision Splay
2.4x25m Vision Splay
2.4x
25m
Vis
ion
Spla
y
Vision Envelope
25m ForwardVision Envelope
25m ForwardVision Envelope
25m ForwardVision Envelope
43m ForwardVision Envelope
43m ForwardVision Envelope
43m ForwardVision Envelope
25m ForwardVision Envelope
2.4x43m Vision Splay
2.4x43m Vision Splay
2.4x43m Vision Splay
2.4x43m Vision Splay
2.4x43m Vision Splay
2.4x43m Vision Splay
2.4x43m Vision Splay
2.4x43m Vision Splay
2.4x25m Vision Splay
2.4x25m Vision Splay
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
10.0m WIDESEWER EASEMENT
10.0m WIDESEWER EASEMENT
6.0m WIDESEWER EASEMENT
10.0m WIDESEWER EASEMENT
F42
S48
S49
F49
F50
S50
SPILLWAY
6.0m WIDESEWER EASEMENT
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
Kitling Greaves Lane
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
Phase Area (hectares)
White Land
TOTAL 3.39 ha
Area (acres)
8.39ac
Phase Area (hectares)
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