$4
3!
5"
#
%4
67
57
!
% +
$4!

$
%$&2
/(6
)
*


18-3/
&&&1&0

""",,47,








6
+
9:+


&1




%

%


%$'
/%6


















   



 
 



  





 






REPORT NO. 19115, February 2020



•
  
•
    
•
    












 !
 "
#!
$
!

$!
%&
'%(!
)
*
+

,
-.//&00






,
,
012
3'1-
&3



6 




 
97
$4
+
6+
9:+


&1


%
%
%$'
/%6




$,
 
;
*
9:+
<


+
,
8288/!
#=4
-1-1








$4

6>
?
A+
%>
@
+
6+


4
@
"

:

 
9
@
9
*
%
+
++:

#
 7
= 

"





 #9  B
$  


+





=

4+
=
 
"


*
9:+

-8
:

 
9"
%
%$3
26%




++
 
+


 
4

 


=:,
$ 4

 
+
"

4


4+
 


 
+!
"
++:
4
=
4 


,




 
=
 ,


•
  
•
    
•
    


!
$4
3!
5"
#
%4
67!
57
!
% +
$4!
$!
%$&2
/(6!
)
*



18-3/
&&&1&0






""",,47,








 !
 "
#!
$
!
$!
%&
'%(!
)
*
+

,
-.//&00



$
#
  $

C
()  
$) B
C

8,1  9) 
8

-,1 
$ 
- -,8 

9+
- -,- 64= 

& -,-,8 %

$4:
;%$<
++
& -,-,- %$
6:4
:

' -,-,& 6


' -,& 4

/ -,' 

0 -,',8 4
57


0 -,',- 4
4
$4=
0 -,/ %74
$
 
0 -,0 :

0 -,0,8 
4
$
0 -,0,- :
6!



3 -,0,& 

 
5
$
3 -,0,' 4

)
3 -,3 
@

3 -,3,8 D4
3 -,3,- $4

4"
=

. -,3,& $4
6
E
. -,3,' 4"
4=

$
 
6
. -,3,/ 9
:
"7

:
F4
. -,3,0 #
7
. -,. :
$:
$
. -,2 44

7

. -,81 )G+

2

&,1  6 )
(6$) 
9
81 &,8 
81 &,- 6+
:+
81 &,& 6
$4


81 &,' 6
6 " 
88 &,/ 6
+
88 &,0 +4
$

"
+

4

88 &,3 +4
$

"
+


5
8-

',1  6 9
 ) 9
@
 ) 95 
 9  $
8&

/,1    9
 9
 $9   $
8/ /,8 
8/ /,- F4:
7

8/ /,-,8 4

8/ /,-,- 
5
8/ /,& 4
8/ /,' 4
80

0,1   
$*
 $9   $
83

3,1  99
$6
#
 ) 9
 $  
8.

#) $
8, $
6
-, :


$

66 9$

, $



%, $
9+
H
6 + 
, %

 :
+
@

:


7

9, :
9
;,

+<
, 6+
9:+
#, 6+
:


$4
3!
5"
#
%4
67
57
!
% +
$4!
$!
%$&2
/(6!
)
*


18-3/
&&&1&0

""",,47,



 
 


 


! !"
#
$ %
&'
()
*


+,
"" -
 .
/' " -.
/' ".
/0
)/



$,
 
;
*
9:+
<
++

:+
 
:

"

"?

++ !

"7

+,


++
+
 


" 


4 
9:+

7


4
=
=4

!
4

4=


 
7
#,

6
$
4+
 4
 


 
,


%

 :
+
 
6
$

,/
+

 
4 
=4 !
"
 

$!
4++
,811
 !


,8/?-1
+
="
 
,


% 
-/1


 


 


+

"7
" 
 


6
$,





+

,81I
4 ,


+

 
4
4

 
?8201,
#
+
4!
%
%7

 4
 


 

4




4


 
? '1,

=7
"

4
 
82/1?01

+


:
+4

 
 
++ 

4 
:4

 
,


4=
"


 
 "
=4

 
8231,

$4?+ " ?+
7


"
+

4
 H
",


+
4
+




4
+
4
"7


4+,

%
%7



=
 

+

"
+,





" 



,



4

%
%7
+

+=
4

4
,




=
+,

"+
=
4




+!
=4

4

4
4,




4
 
 


4


7



" 
"4
=
J4

4
 !


"
+K
 
7

7

=
 
" 
=7
"7!

+,

"
=


:

4

 


=
+=HK
":
=

 
=7

 
>
++
4
=
,

 




D4,

 
7
4
4
=
;






•
  
•
    
•
    








,




 !
 "
#!
$
!
$!
%&
'%(

)
*
+

,
-.//&00



,
,
012
3'1-
&3


1,  


$,
 
;
*
9:+
<
++

:+
 

=
4

"?

++

"

"7


+:
,

+>
 

&=
6,

6
+

 
:+
;6
++
,
83H1&''3H#<
"

4=>



$+=
-183,



D4

+

+
=
%

4!

6

&
" 


                                                                                                                                              !  "           #  $%             &  $%           # '    '   $     %                  '     '        '    '          &  $%              $ %(


;) *<
:
=


47

6 



@
 
97
$4
+,


+
4
 


7
4


:+

+4
,

4
7
4
!
4
+
4



7

4
 !

"

 
+!

4


+++
+

4 
,

4=D4
4:


:
 4
=


 
7
4
,

7
4




+
 
7
 
4
=
+




 

" 

:

4

 
:+,




7



=
4,



&1

!
%!
8288/!
#=4
-1-1

































































































8


21, 
 

21 ! 

!' & 

 "

++G
!
 




 
%


%!
++G
&,3/7
4 

%

,



++G


$4:



&08.21!
831'//

+
%$'
/%6,


=
 

"
++
4
 

:


4

++G
%!
 
"
 +
+ + ,


4

+
+

 



>


4
="



#4
8

4
)
,
$

@
6
1,1&/
K
4
 +

+!
+


+

 
,
$ +
G4
,'1?'/
?$
=
,.?81
?5,
9
4
:

 


 



,&8
9

 

=4
4
$+
@

,-/9

 
+4=
+

 
5
=4 ,


+

++

,&1

 
$
=4

,-/9

 
5

 
,
%4
@

+,

$4
@
),
$4==

4=7
:" ,




"


:"
"
==!
=4 

 

@

:,
-
,
44


+

 

=4 ,
5
4
%
%7
;/

#4

 
4

,
-.


;

 
,


6
$
;
<

4+
?
"
 
+



4
 "


4,


$



+

4 "
="
 


+ 

,8/?-1,



6

4
4


+
4
=
4
6





;,,
=7

:
"7<
="

>
 
4

 
,




5 
 
G+
!
 

+

L?+
?+M




" 
4
+
++

"7


:=

+= ,




&1

!
%!
8288/!
#=4
-1-1

































































































-


6


+

+
=7
" 

=
,/

?5,

 
4
+
++

=
 

4!
 7

+

4
;,<

4
47",

4++
 =4!
,
-.

!


 
++

G+
4=
4

 
+:4
"

 
4

47
=
"7
=
4

 
=7
>

 
4,




9

=
%

4

 


 
#4
4
=


+

 
4

 
64=
 

5
;6 5

 


$ 
-0'
;%<
$
@
9

8/1!111
!
+4= 
-11',

+
H
$
$ 
$ 03$5

881!/01
!
+4= 
8208,
%$
?
%$


%
"
;
.
:=
-182<

"
 
"
++
 ,

4

++
="
 

=4
+
:
 

 ,
$4+
9+
4:4
++

 
G


 
,

+
=4

4


"


 
7
$

#N,
#"

#4
;,&1/
<
7
4 
?$
"
4
" "

 
5,



#4


4
7
4 
?$



 
4=? 
4
,&21
5!
 


+

47",

6
$
;,1,'/?1,/
 7<
4+
 4
 


 


+
$,

4
=


+

,/

 
$
=4 ,



$
;4+

,1,3/
 7



&1

!
%!
8288/!
#=4
-1-1

































































































'



:


 
!
4=




 

4  M


D4
 
+
"
+,
D4 !

L!   0 1 2"   )  M
;6
,
82182<
"
=

 

4  ,

21+ $" 
 '%


+
=


44
+

4

++G
9,


 
"
+




+
9
$
#4H
)
>
#4
;

<
770879
$
+


"7,

4

#
"7
44
K
44
;./
%
%7!
"
!


5



&1

!
%!
8288/!
#=4
-1-1

































































































0


;82&1?&.<


21912 4 '"
' .
! 

- '

9
9

6
4 


H


6
;8<

66
4 
:

H




9 


H



8
94
:
$

H



-
94
$4=
:
$

H


6
;-<
@
6
%
:

6
+4
:
-18

@

; 
?

<
-1/




&

'
:
$4=

H
4 
$"
9 
?
$"
2
H8&0
$
:"

%
5H-18
H



9 

%7
-&1
H-'0

H-'2

5
4

; 

+4=
"<

H
6
J4
$4=

@


H

@
 $
$

H
4
$"
?

5



$ 

8
@
-
-12

+

$
4
6
-
6
8221

H

2191+  ; ""

'
<
 

9
9


4

$


H
5
H H9+
$


H

21910 $''



9
9

4=
;/
,

8

<

4
4
$

 
:
@
+
-1-

4+



880

5
6

#4
$
=

-8.




)4



H
=


64


6+

21: % '-"-%
=
% '"-%


21:1 >$ ;'

9
D4
" 
$4+
9+
$

D4
" 
%7
9+
$


>$ ;'
;   

6=
 
+=

4++
"
4++



 
 
$

D4







+
4

=
"

:,





&1

!
%!
8288/!
#=4
-1-1

































































































3



21:12 $';!

'$ ?'
3'! 
 !!

4=
9
$4
5
=


H
4"
=


H
6=
5
=


H

21:1+ $'!
'! 
@

4=
9
$4
6
E

H
$4
6
E
" 

D4

H

21:10 '$ ?'
$"'3 " %

 "
! -
 "



 
+,
$
4=

L )M,


?
$
6=

4

=
 
+=

 
=

?+
,
+
4"
=
9+
Q&
%,
+
4"
#"
9
"
 
H ,
:

$


D4H 
 
6,
4
4

4"

5
+
:
 
+G

%
4
%7

 
,

21:1)  "
 4'
?'#

 4'
A$" %
$4
5
4

#"
9
%
%7
;/



&1

!
%!
8288/!
#=4
-1-1

































































































2


+1,   
 


+1 '"


"
 
7
4
!
4


+4
G+4


+:

D4:


+

:

4?+ " ?+
"7

 
++
:+,

+12 '&
 4"&

++
:+

 
4=>

+
++
,
83H1&''3H#,
9

 
++
:+

 "

9"
,
-&/ ? ?-8-
:


-&/ ? ?-8&
:
%
:

++G



=
4


%4

"?
 
=4
4
-
,
,


67

%7
+:

$

:H
+7,
:
4
5
++ 

=4

+:
+

,






!
+4=
:
+
7=,
+
6:
 
,
+
#4

#
$=


"


=4 ,
#4 

"
$ "

6
9"

4 


5
=4 !
>

+4=
+ ,
#4

=
+
%,
%4
:

?4

G
=7




$,
6=
 "






:
:+
+4
 

4
4

 
4"7

=

?

$
/,


+1+  "
$'!
;
  

7
4

=
4


 
7


4

=4,

+
4


?

?
4

 


"
 !
:
4
 .
6


 


!

 4
G+

4

4!


=",

6


"
?$
$4
9+
!
?!
? 
 
4

!

 
@
+4

 

4H







 
@
=
G!



=
:+4


!
%!
%!
!

;

=!
+
=!
6%
5
=4 <



&1

!
%!
8288/!
#=4
-1-1

































































































81


+10  "
?%

4
 
+
7
+
=
 


4
+!
 
+=

+ " 


=
,




;9# 
@

-11-<

+
G+4
4


7

4





;"
?"
+4
4+7<

"

S 9
G+4K
S  

+4K
S  


:+4
;

4

C

+

 K
S 4
"7
C

+

4K
S #44

4
C

+

 ,




7
:

5
+



=



S %
%7!
/

 !
"
 K
S $

D4,

94

 
++

 


44


+

 
+


!
%
%7


 

7
+,



+19 !&$"
 
 "
? 
&!

$
"

+4



=
:+
=
4+
 
4?+ " ?+
7,


$) 

6 5B

6 




9
G+4

?

 




 


4

?

 




H4
 


:+4


?

 


4"

 

4"
:+4

?

 

=4=HG
4



 

?

 


$

9




?

 


"
+4






?

 


 

:=







&1

!
%!
8288/!
#=4
-1-1

































































































88



+1: !&$"
 
 "
? 
&!

'""
<'

+4



=
:+
=
4+
 
4?+ " ?+
7,

$) 

6 5B

6 




 





D4

$4
5

 4
 
44
J,
4HD4




 





D4

$4
5

 4
:
4
4HD4
6 
"


+

4"

$4
5
4HD4
4"


+

4"

$4
5
4HD4



&1

!
%!
8288/!
#=4
-1-1

































































































8-


01,    
  
=
  < 
  

%

 
7
4

:=

!
 
"
4

4
=
+

 
!



#4
-!
 
 4
=

=
+++

:,

 
:
 
++
+

+




=4
4+
 
4
:

 

4
 
?82/1!
-?&


4

=
4
: 
 

4
+,

1
'
;

 
&
56
!' & 


1,/
9
 ) 9
;+
 

 
:
 <,

1,/

8,1H-,1
9
 ) 9
;+
 !


:<



$ 

 
:
B

;) )<

8,1H-,1

81,1
57

)9$  
"
=

$ 9$  ,
; 9$ *
#   <

81,1

88,1
)"7


%*#9

99
5 * $H% *
 ) 9,

;  
$<

88,1

&1,1
57

)9$  
"
=

$ 9$  ,
; 9$ *
#   <



4
+
"7

+

 
6
$

++

4+
4 
4 !
"
 


 
,


$

:


=
,81
="
 
4

 
!
+==
= 
 


=
+!
":
"7





=
4,

/1
'
;

 
&
56
!' & 


-,1H&,1

9
 ) 9
;+
 

 
:
 <,

-,1H&,1

-,/H&,/
)"7
,



-,1H&,1

/,1H0,1
%*#9

99
5 * $,
;6
$<

-,/H&,/

/,1H0,1
57

)9$  
"
=

$ 9$  ,

8/,1
; 9$ *
#   <

8/,1

80,1
)"7


%*#9

99
5 * $H% *
 ) 9,

;  
$<

80,1

&1,1
57

)9$  
"
=

$ 9$  ,
; 9$ *
#   <



6
$



4+
 4
 


 


=7
+
"7

4=D4

4+

&
+

 
4
;+=
4+

/?0
+ !
4
-?&


4
"
+

=4
4+

:<,
%
+
;:

 

 
4<
"4
=
 



&1

!
%!
8288/!
#=4
-1-1

































































































8&


+


"7
" 
 
6
$

"
+


+
"7,
!
+
"7
" 
 

$

=
4,

1
$
;

 
&
56
!' & 


-,1H&,1

9
 ) 9
;+
 

 
:
 <,

-,1H&,1

3,1H.,1
57

)9$  
"
=

$ 9$  ,

; 9$ *
#   <



%*#9

99
5 * $H% *
 ) 9
;%
+
 <,

3,1H.,1

3,/H.,/
)"7
,




%*#9

99
5 * $H% *
 ) 9,
;6
$<

3,/H.,/

-1,1
57

)9$  
"
=

$ 9$  ,
; 9$ *
#   <


-1,1

-8,1
)"7


%*#9

99
5 * $H% *
 ) 9,

;  
$<

-8,1

&1,1
57

)9$  
"
=

$ 9$  ,
; 9$ *
#   <



6
$





+

,/
+
;+=
4+

.!
4
,&
+

4<

 
4
=4 !
+==
4

 



+
"7,
D4
"7
" 
 

"4
7
=

 


=
+
"
 
47

 
4
"

 
,



4
+
4
=
G+


+G


 ,
9+
"7
" 
 

$!


=
4+

-1
+
="
 
+

 
!
4
=
+,


=:
4
 



=

 
 "
+
+ 

G4
+
 7,



+
 
 
4
4"
=
"
=

 
/
+ ,

4"

7

=

4
4
"
%
%7
" 

"+

 
 !
=4
?

?,

6 
+

=
4
" 
 
 

4,



&1

!
%!
8288/!
#=4
-1-1

































































































8'


)1,    
 
   



)1 '"


7
4


 
 

+
+

;+==
<
4
=
%
%7

 

8.11
4
 
?'1
" 
 

4

 
:
"



"
:
,/
 ,
4
 
82/1

L01

=7
:+

 
!

""!

 
44

"
:+

4,
 
 

"7!
 


=

44=

 
?01
4
+
 ,


4=

=
+
>

 
 "
=4

 
?31,

"


" 
"
"7
4
 
83

8.
4



+
4 "
H="
 
,
+
"7
H
=
+

 
6
$
;4+

 


 
<

=
4

 
4 


 
!

"
+
"7

 

$
=",



4
"

4
 
"7:

4

:
=
+

 


 
=7
4


 

4
+,

 7

 

4


 


+

=
,-?&

4+

,3?.


=
+
:
=
G:

G
6
$
,

)12 A$"  4
 #


)121 $
"
%

 

+4

4

$
&!
 

+
4?+ " ?+
7

 



4
 ,

7

"7

 
=
4

:4
 
+
7

+:
,



+==




"+


4


7
4!
" 
4

 
++

4!


,

D4

4



=


,



=



+==


D4
:

 $

 -
 #1

)1212 '""
<'


=

 
 

+
4?+ " ?+
7

 




"

 
4 
$

D4

%
%7
>



+
 

7
+,


7

"7

 
=
4

:4
 
+
7

+:
,



+==




7
4

 

" 
4

 
4 
D4

>
4
"4


",

D4

 
4 
D4H=7

=


",

=


"


+==

"


D4
:

 $
 #
:,



)1+ !"$ 

:"

 
=:
!



 

• 4:

:

+

 
!

=

 
+4
G+4


4

:+
=:,
:
 
:

!

:
4
=
=
47
=


+!
 
4
=
4
G:

"4
+:
+


 
4

:

 "
+


;="
4
:

,8
+



&1

!
%!
8288/!
#=4
-1-1

































































































8/


• 
=:
4
=
=
"

 
:!
,,

 

 




4
4

?G:

!
 4



+
=

=
D4
=
 

=
+,



 
=:!
 
+
:
;4+

,&
+ <
"4

 
+

?4
4!
" 
+=,

"4

:


 
+

 
6
$


+
"7
 !
+

 
 7

 

4,


4=



D4

+
L 7M

"

+

 

4

 
,


4!
"

+
 
4!

+4
=
; 6 <

=

 4
=






4!


G
+
++

4
" 
"
,


6%
 4

=
+
>

 

4=
;+=
4

 
<,


?
+



D4!

"
=



 

+=
+
5
+

;5<
,

• 

!
+
:
"
 
=
D4

 


4

 
!


 
+H=

:H"7




 
4


=7
!


"  




4
4



+,

4++
:
"4


=
+
"

+4:
= 
4
4
"
4
;
44


 4 4
 

+<,

= 
"4
 
=

"

++

"


 
4

K

• 
=:
"4
7
=
4


+:
 




4,


#"
4:
:!
 
+4


=
4+



D4:
7

,

"


+






 



4 
:!

4

,


"4

=
+4

"

4=



"

4G+

4
4
 
4"7
+ 




4
"
 4
=


++


$

4=D4

+!
" 
4
=
=

" 
+,



4"

++
 4
=


= 




4"!
 !
=
G!
:

+4


",
4
4


0




:+,

 4
4
"


+ 
+4,




8?-
,

 4
=
+++,

)10 -$"'

+

 
+
 4
=
+:
=
 


 

4 


 

"
 



4

 
+,



&1

!
%!
8288/!
#=4
-1-1

































































































80


91,   
 
   

%

 
:=
7
4
!
 
"
JH+


:+
 4
=


• '-$
 
'$ .

:=
+ 

 

"

=

=
4
4

4
"
+

4+=
,

• 
3 " %
;
C  -
3#

=
+
 4

"
+
;G:


<

G:
+!

=
"
4

"7

 "
+ ,
+

4+

 
=7

 
 
"+
64=
 

5
;6 5<

 =4

++

4
4
 
4++

++ ,


• 
&

&
$ 
'
 
'.
=
:=!
D4
 7

4


"7

=
= 
 
+

:
+
,

• &! "
B$  1

++
:+


=
?4
"



 
4
4
+!
 

"
"
=
D4


 
4
=
="
>

4,
6
4

=
D4
" 
 "
+

+:
44=

4
4+,
9


4

4
+
4


=7
"7

: 
+= ,

• /$' 
3'$! 
4
4
4

"


44,
G
=4
:H
"
4
!

+

L7M
J,
%4
:
+
=

 


 
+


=
4

 
"

=4

 
4=

>

 
!
 



=
:
+

=7
4

 
:+,

• "
 -
 #1




" 


4 

9:+

7

" 
 
G+
,



+
=

 

  
 
6
$
4++
?

++
4 ",


$!
4++
,811

 
 !

+
="
 


+ ,
$4=D4 !
+

" 
 


 
=


 
&1
+ ,



&1

!
%!
8288/!
#=4
-1-1

































































































83


:1,
  
 
B
  
 

%

 
++
:+

 
+
4

4"

4
=:!
 
"
+
+
+

:
 4
=




?7
 
+

H 
J

 


•  !
?4
+
;
=
 "

+



!
+4

 
4=
=4



&1

!
%!
8288/!
#=4
-1-1

































































































8.

Electricity Public Right of Way Brislington Brook Substation

A

+

+

+

Site Investigation Boundary

A1

Scale = 1:500 (approx.) @ A3 Figure 1 Site Plan Land at 30 Callington Road Brislington Bristol BS4 5BP

Job No: 19115 February 2020

Adapted from 3db Architects drawing 235CR-100, November 2018. North South

1 Section A A Approximate ground profile within curtilage of No.28 Callington Road Electricity Trolley Seam outcrops to Sub-Station Outline of proposed South of site and dips southwards. development Not anticipated to pose a risk. 38 Site Built extent of No.28 Callington Road Boundary Possibly up to upslope to East 36 c.2-3m MADE GROUND present. Callington C A (Historic embankment) Road 34 Site B Boundary 32 Former channel of Brislington Brislington Brook Inferred original ground profile Brook 30

28

26 Elevation (mAOD) Elevation

24 Pot Seam (inferred) c.0.4-0.5m thick. 22 Voided or backfilled Crop and Bell Pit workings possible. 20

18

16

10°-15° Trench seam (inferred) c.0.75m thick possibly with 14 Approx. COAL seam dip deeper workings. BCMA suggest this seam is c.15-20m depth below Callington Road. 12

10 A Depth (m) D escription GL to 0.5 MADE GROUND NOTE: 0.5 to 1.0/2.0 Soft ALLUVIUM or MADE GROUD All depths and strata are tentative estimates based solely on 1.0/2.0 to 10.0 Interbedded MUDSTONE or SANDSTONE desk study data and must be confirmed by intrusive investigation. 10.0 to 11.0 Unworked COAL/backfilled or voided workings (Trench Seam) 11.0 to 30.0 Interbedded MUDSTONE or SANDSTONE Scale = 1:200 Horizontal and Vertical (approx.) @ A3 Key: B Depth (m) D escription GL to 2.0/3.0 MADE GROUND Figure 2 MADE GROUND 2.0/3.0 to 2.5/3.5 (Pot Seam) Tentative Geological 2.0/3.0 to 5.0/6.0 Backfilled or voided Crop Workings (worked Pot Seam) Cross-Section 2.5/3.5 or 5.0/6.0 to 15.0 Interbedded MUDSTONE and SANDSTONE 15.0 to 16.0 Unworked COAL/backfilled or voided workings (Trench Seam) (Desk Study Only) Possible ALLUVIUM or MADE GROUND 16.0 to 30.0 Interbedded MUDSTONE and SANDSTONE Land at 30 Callington Road Brislington RADSTOCK FORMATION (MUDSTONE and SANDSTONE) C Depth (m) D escription Bristol GL to 2.0/3.0 MADE GROUND BS4 5BP 2.0/3.0 to 7.0/8.0 Interbedded MUDSTONE and SANDSTONE or MADE GROUND (backfilled Bell Pit Shafts) 7.0/8.0 to 7.5/8.5 Unworked COAL/backfilled or voided workings (Pot Seam) Job No: 19115 COAL SEAM (intact or worked) 7.5/8.5 to 20.0 Interbedded MUDSTONE and SANDSTONE February 2020 20.0 to 21.0 Unworked COAL/backfilled or voided workings (Trench Seam) 21.0 to 30.00 Interbedded MUDSTONE and SANDSTONE Backfilled Crop Workings or Bell Pits Rock seam is inferred c.43.5m below the site.

((7  &%&


•
  •     •
  
    !"#$%$ &"'&(&&")*+,#-.&  /012+)))0)3 44$4%&  55%/ '
 ' &!&&&")6",-.&   4 &430*602)

          

  
  !  "#$%&'%( )! #))




  
 
  





 




 



  

*+,-,*./0-•*+,"+/12./0-•+23.,24+2"0-•+2*.2++.2*  .5! #   ! 6.! #-)! ,66$"*   / # 
+ 
 07  ! /  !  2)'8((+!# 30"!)2)(%7%'

((7"  8%(&9#'&&('


•
  •     •
  
    !"#$%$ &"'&(&&")*+,#-.&  /012+)))0)3 44$4%&  55%/ '
 ' &!&&&")6",-.&   4 &430*602)

          

  
  !  "#$%&'%( )! #)) 

 92) &&&
0  -  %/ ##!  #! #
7 *6 +(&8%2&%7 : 63  &;&&;& 2  6   ;<# ;! 
 / =4  :<#->?  ;<#)     @  A    
 # 6 
!&)
<=  >$ &%%B  ! 6#   !) / $ 3  )
0 $ )%)%1  C!#   #  ! 2) 4 D:  $ )7%2E
@ )8E&%+E )   $ '! #  #6!=2+F2 >C 6 @   @#6 CD6 6! @ ## 9 # !62)'8/ ##! =+>C  <;  ! 6/ ##! =
>) 0   #  $ "  &%6   #   @#6# @ !     #6 ##!2   6  !@#  26 )"G<H2E
 !6   D <  # 6 6   2)
 @# 6@     ) 0  6 ! 6
.C   %8$%%E&$%%) I 

*+,-,*./0-•*+,"+/12./0-•+23.,24+2"0-•+2*.2++.2*  .5! #   ! 6.! #-)! ,66$"*   / # 
+ 
 07  ! /  !  2)'8((+!# 30"!)2)(%7%'

0  61F
 J  ;   $  #6  @# #  #!#!  =@ 6##  ##   ! >)
@ 6 ## @ ) @#6 =, > @    #6!  @# !D <    @ I #!6@    4 *)  @# 6#  #6 ##!6   #    !#   @<@ ). ##  6  #  #@I   6 6!@ ) "    D <  # @  @#  9  # 2)'8/ ##! ) 1!<# !  @# 6/ ##!  #!@# 6  #  @  2  @     @#  #  6 #!!    !#  D <  6 ) 4  #;#  @# #   )" #!  6# !# ;  # 9  / ##!  =07&7> 66#   !  @! #      9# @ 07 0
 #  <  @    !)##     
6   0<+ )&#  #!#  <6I  #   ) .  #     #  #@ @ 6,      !# )   # ;   $ 2    )2     6 6/ ##!  9  )
@   9 2 @   @#   ! )       K"  #  @   2 @  6 !< D   @ 6 !! @  @   #  #H    @#  G@#!H  6  6   ) 0!6@#!= > )&% ) #!   $ +#  @  =&&;'(7&/ ##! >)'!  # # !)
 6@#! $   @#) "  $ 2;0 1 !$ 2;0 / #  !$ 2;0 * #  $ 2;0 ,<6  # < $ 2) 0 @  ;#   # $ / @ !<   !64 *  ) +# #I;  6 $ L   !6## @#6 26/ ##! @6 ! 6 )E&%
6 @  )
< #   @ 6   : @ !!  ##-3F 13=&&3> @# 6##   6-3 @#   @    !26 9  !  )     *+,-,*./0-•*+,"+/12./0-• +23.,24+2"0-•+2*.2++.2*  .! #-
          

 
  ! "#$%&'%( )! #))  ! ,66$"*   / # 
+ 
 07  !30"!)2)(%7%'

   
  1  6 ! $ 2) -     ; 6#   !$   !)#  <# <!  < #   !!) .< <  =0@  @  2) E  #   #     >$ .< ! #     $ L  6  )
!  $
#  #!  )6 ##,  @  ) 4  #6 ## 2)- ##       ##   ) +<66##!  !$ 1  #6##!# 6#<#<##  6
#!!$  @# #!  0<)
#  !$ /#  4 * ).  !## <  @## ## ) 2 !) " $ 2  )0   @  ##  = D @ >@ D <  2+6 ) ; #D  $ L #  4 *D 2+6   #! @  ) /  E@  #!#    #!# ! <##  # /# )* <#6 @#    #6 ! #     #) :  !$ 2) ,<6
< $
 ! , # !#  @   !#!   6 ) 4##     #   <! #!/ ##!  ) 3#  $ 2;0 $
6 ##E )
@E   $ , @  ) +#! #6  6$ 2) 0   !  9  $ 2)    #<# $ 2  ) #!# 2= 
! -   
>) ,6  6  $ /# <   6 #  #     @#!  6      <  @   @#  )  

   * # D$   #) -  ?$ , =  2 > # =  2+> #! =2>) -  ? $  <   ! 6/ ##!    #  @ ) -  ? $ /# !62)'8/ ##! F # =  +>) -  ?  $ , =   ># !62)'/ ##! =' >) 2 @ =M%%>  6##$ .4 *E )

*+,-,*./0-•*+,"+/12./0-• +23.,24+2"0-•+2*.2++.2*  .! #-
          

 
  ! "#$%&'%( )! #))  ! ,66$"*   / # 
+ 
 07  !30"!)2)(%7%'

 @#@ 6##!6 # #       #) *!  66##6 6 #!) 2 @ <; 6  6  $  #!6# !2+)2)
 ! ## @ @  @ )4 6# )%)) - #!6#   ! 6  @# ) "  ! 6/ ##! 6 ##  ) 2 ! 6  @# # ## ) +<6  #   @  2@<  ! 6  #  ) @#! ) +<6!  $ / #! < #   # # !& / 6  #  #!   <@) 2 @ ; # ) 2) 3! $ :    #    9 2+) 09 ! #6  6$ +@  6! 6 <##    !66E +;2+) ,6  6 9  ) 2)

*+,-,*./0-•*+,"+/12./0-• +23.,24+2"0-•+2*.2++.2*  .! #-
          

 
  ! "#$%&'%( )! #))  ! ,66$"*   / # 
+ 
 07  !30"!)2)(%7%'

Plate 1 – The site with No. 28 Callington Road to Plate 2 – The site entrance, looking N. the E (upslope) and No. 32 Callington Road to the W (downslope).

Plate 3 – The flatter and more level southern area, Plate 4 – Ground levels fall northwards towards looking N. substation on N boundary.

Plate 5 – Tiering of E-W slope more evident in Plate 6 – The Public Right of Way following the W centre & N of site, looking S. boundary falls away from Callington Road, looking N.

Job No - 19115 Land at 30 Callington Road, Brislington, City of Bristol, BS4 5BP February 2020

Plate 7 – Looking S towards Callington Road from Plate 8 – The site tapering to a point in the N, with the E boundary. electricity substation, looking N.

Plate 9 - The substation and adjacent Public Right Plate 10 - The Public Right of Way, doglegs past the of Way, with no segregation from the rest of the substation, looking NNE. site, looking NE.

Plate 11 – The Public Right of Way crossing Plate 12 – Brislington Brook, c.5m N of the site, is Brislington Brook to the N, looking S. stone- and concrete-lined.

Job No - 19115 Land at 30 Callington Road, Brislington, City of Bristol, BS4 5BP February 2020

Plate 13 – The area of wasteland present to the NE Plate 14 – Previous excavations within the of the site. embankment on-site have partially undermined a tree on the NE boundary.

Plate 15 – The existing Made Ground on-site Plate 16 – Apparent concrete reinforcement comprises red-brown slightly sandy slightly protruding from the ground adjacent to the Public gravelly silty Clay. Right of Way.

Job No - 19115 Land at 30 Callington Road, Brislington, City of Bristol, BS4 5BP February 2020

((7  "&&%'8 (&9
&8& $


•
  •     •
  
    !"#$%$ &"'&(&&")*+,#-.&  /012+)))0)3 44$4%&  55%/ '
 ' &!&&&")6",-.&   4 &430*602)

BRISTOL The Old Tenniscourt Farmhouse, Wells Road, HALLATROW, COALMINING Nr Bristol Somerset, BS39 6EJ, ARCHIVES Ltd. Tel. No: (01761) 453622 Fax. No: (01761) 453607

Email:reports@bristolcoalminingarchive s.co.uk

FAO Chris Whale Integrale Date: 10/10/19 Unit 7 Westway Farm Our Ref: 55584 Wick Road Bishop Sutton Your Ref: Mont Kia Developments Ltd Somerset BS39 5XP

Dear Sirs

Re: - 30 Callington Road Brislington Bristol BS4 5BP

Thank you for your enquiry which we received on 10/10/19.

We have searched our records and report as follows:-

Past Mining Activity

The property is situated in an area that was worked for coal in the 17th and 18th centuries and may be over workings from those periods.

The geological sheets indicate that the Trolley Seam outcrops to the south and dips in that direction away from the property. If this is correct, the seam and any workings it may contain will be of no concern.

This source suggests that the Pot Seam outcrops beneath the centre of the site and dips south, toward and beneath the property. This seam is likely to be present from just beneath the surface down to around 15 feet at the southern boundary and may have been worked from an early date in the form of crop workings and bell pits.

Crop workings were essentially linear quarries from which the most easily accessible coal was extracted down to a depth of about 10 feet. Once exhausted, these trenches would be back filled and the land returned to agriculture.

Bell pits were primitive shafts that worked the coal down dip from crop workings. Generally these were narrow, 3 or 4 feet in diameter and were sunk to a depth of 15 – 30 feet, although deeper examples have been encountered. The life of these concerns were short, typically a few months only, with the coal being won from the bottom of the shaft from about 10 feet from pit bottom. Raising the coal was by windlass using wicker baskets or courves.

Company Reg. No: 2277253 England. Registered Office: olc Accountancy, 141 Englishcombe Lane, Southdown, Bath, BA2 2EL

We should however stress that the outcrop here is conjectural and may be inaccurate. This would materially affect the depth at which the seam might be found. Certainly no subsidence is known.

The Trench seam is likely to be present beneath this part of Callington Road at a depth of around 50 - 60 feet.

This seam may have been worked in the 18th century. Unfortunately no plans survive from these early workings, if indeed they ever existed, as this will have been prior to the requirement in law to keep records of this nature.

Should unrecorded workings be present beneath the property in this seam they are likely to lie at the depths mentioned.

No deeper workings are known.

Shafts and Adits

None are known inside the boundary of the property or within 100 feet.

The nearest recorded shafts lie 750 feet to the south and 900 feet to the north, too far distant to be of any concern.

Water and Drainage Levels

None are known in the vicinity.

Surface Geology

The property stands on beds of Carboniferous sandstones that contain the coal seams of the Upper Coal Measures.

Subsidence

We have no knowledge of damage to property caused by subsidence specifically attributable to mining activity in the immediate area.

Disclaimer

Whilst we believe that our archive is truly comprehensive we nevertheless acknowledge that there may be documentary sources unknown to us. Consequently this report is limited to the information in our possession.

Because the information in the report is obtained from records and documents prepared by others, it follows that the company cannot accept responsibility for any inaccuracies in those records or omissions from them.

If we express an opinion as to whether any mine workings revealed by this report would affect the property, we do so, on the basis of a theoretical relationship between the depth of the workings and the size of the seam. Any risk of subsidence also diminishes with the age of the workings. However, recent experience makes it plain that if there are workings under or adjacent to the property, there may be some degree of risk.

Yours faithfully

Bristol Coalmining Archives Limited

GEOLOGICAL GEOTECHNICAL GEOENVIRONMENTAL DATA AQUISITION CONSULTANCY

Coal Mining Risk Assessment

LOCATION Proposed Development, 30 Callington Road, Brislington, Bristol BS4 5B

ISSUE DATE March 2017

FOR Shane

CLIENT REF.

OUR REF. G17087

Prepared by

Ross Nicolson BSc(Hons) MSc(Eng) CEng MIMM Principal Geotechnical Engineer

COAL MINING RISK ASSESSMENT: Proposed housing development at 30 Callington Road, Brislington, Bristol BS4 5BP ref. G17087, 6th March 2017.

1. INTRODUCTION

Name of Applicant: Shane

Issuing Company: Geoinvestigate Ltd, Units 4 & 5, Terry Dicken Industrial Estate, Stokesley, North Yorkshire TS9 7AE

Competent Person: Ross Nicolson BSc (Hons.) Eng. Geol., MSc Eng., CEng IOM3 - Principal Geotechnical Engineer

Site Location and Description:

National Grid Reference ST 61890 70461 denotes the approximate centre of the property. No visit has been made to the site to confirm its current surface condition or that of the surrounding area.

The development comprises a single new detached house on the west side of No 28 Callington Road, Brislington. The plot on which the new house stands is some 52m long x 8m wide.

Ground level at the site is about 34m AOD. Ground level rises to the east and northeast along Runnymeade Avenue up to Brislington Hill. Ground level falls northward towards the rear of the plot and Brislington Brook. The site is located on a steep bank running NNW - SSE between a public footpath and No 28 Callington Road. The height difference between the site and the higher ground at No 28 ranges from 2m at the front to 6m at the rear near the stream.

A second bank or ridge is present at the rear of the plot running NE – SW adjacent to the brook towards Brislington Hill.

A review of historical OS maps dating back to 1884 shows the site was perhaps open undeveloped farmland ca. 1884 with a meandering stream course to its rear. The map of 1888 shows half the site was occupied by a pronounced stream meander which was subsequently infilled and covered over sometime between 1953 and 1966. Soft ground associated with this feature may underlie part of the bank on which the new building is located. By 1938 housing was established to the south of the site. Between 1947 and 1953 housing had spread along Callington Road and Runnymead Avenue though the site and No 28 remained development gaps until No 28 was built next door sometime between 1966 and 1975.

The map record shows no evidence indicative of mining either within the site or nearby it. Neither is there any evidence of mining in the vicinity of Brislington Hill some 250m to the NE where “extremely early” mine workings were encountered ca. 1967. This finding is discussed later in the report.

The boundary shown in red on the CA Mining Report attached corresponds with the planning application.

Description & Layout of Proposed Development:

It is proposed to erect a single detached house on a narrow steep embankment plot. An anchored continuous pile wall and retaining walls will be required to enable the construction works.

Risk Methodology Applied

This document and the risk assessment methodology adopted herein is based on CA publication RISK BASED APPROACH TO DEVELOPMENT MANAGEMENT - GUIDANCE FOR DEVELOPERS Version 3, 2014 and Version 4 - 2017. The template contained therein is adopted with minor amendments made by Geoinvestigate Limited.

Scope of the Coal Mining Risk Assessment

The purpose of this Coal Mining Risk Assessment Report is to:

 Present a desk-based review of selected items of available information reviewed on the coal mining issues which are relevant to the application site;  Use that information to identify and assess the risks to the proposed development from coal mining legacy, including the cumulative impact of issues;  Set out appropriate mitigation measures to address the coal mining legacy issues affecting the site, including any necessary further intrusive site investigation works and/or remedial works and/or demonstrate how coal mining issues have influenced the proposed development;  Demonstrate to the Local Planning Authority that the application site is, or can be made, safe and stable to meet the requirements of national planning policy with regard to development on unstable land.

2. SOURCES OF INFORMATION USED TO INFORM THIS REPORT

The following sources of information have been used and form the basis of the risk assessment of coal mining issues provided in this report. Relevant reports/extracts have been appended.

• An up-to-date Coal Mining Report from the CA dated 3rd March 2017 referenced 51001393352001 • Geological information on the bedrock and superficial geology obtained from the British Geological Survey (BGS) Sheet 264 Bristol at 1:50000 scale. • The Coal Authority’s online interactive map viewer. • A site history based on limited Ordnance Survey map records of the area dating back to 1884. • Historic borehole information obtained from the BGS archive. • Google Street View and Satellite images. 3. IDENTIFICATION AND ASSESSMENT OF SITE SPECIFIC COAL MINING ISSUES The table below summarises the potential risks associated with coal mining legacy for the proposed development site, identified from list sources of information.

Coal Mining Issues Yes No Risk Assessment/Remarks Past underground coal mining No None recorded Probable unrecorded shallow workings Yes The CA define Probable Workings as underground workings for which no recorded plan exists but where IT IS LIKLEY that workable coal at shallow depths HAS BEEN MINED before records were kept. Further consideration required of impact of shallow mining on surface stability in site area Outcrops Yes BR. Rider Pot Seam beneath property Spine roadways at shallow depth No Future underground mining No License details (AOR) No Section 46 notices No Geology No No faults, fissures or break lines recorded Mine entries No Court orders No Worked out opencast sites No Coal mining related hazards No Coal mining subsidence No The Coal Authority has not received a damage notice or claim for the subject property, or any property within 50 metres, since 31 October 1994 There is no current stop notice delaying the start of remedial works or repairs to the property The Coal Authority is not aware of any request having been made to carry out preventative works before coal is worked under section 33 of the Coal Mining Subsidence Act 1991.

Note For those coal mining issues above identified as “yes” a more detailed discussion and assessment should be made of the risks, both individually and cumulatively, to the application site and the proposed development.

DETAILED DISSCUSSION & ASSESSMENT RESPONSE

1. The Coal Authority’s interactive map viewer shows the site falls within a Development High Risk Area (DHRA) which raises serious concerns about ground instability arising from mine workings and hazardous mine gases as well as other potential coal legacy hazards. 2. The site falls within an area where there are probable unrecorded shallow coal mine workings. 3. The CA defines Probable Workings as underground workings for which no recorded plan exists but where IT IS LIKELY that workable coal at shallow depths HAS BEEN MINED before records were kept. 4. The CAs interactive map viewer shows coal outcrop immediately beneath the site, a little to the south of it and a short distance to the north of it. 5. The position of the site is shown on the geological map provided in Appendix B. 6. The tentative elevation of the site relative to the vertical geology column is shown on the map inset. 7. The position of BGS borehole information ST67SW 103 from 1967 at Brislington Hill some 250m to the NE of the site is shown on the geology map. The information is presented in Appendix C. 8. ST67SW 103 encountered the Pot Coal seam and “extremely early” mine workings in the Trench Coal (TREC) seam beneath it. 9. ST67SW 103 indicates that the strata and coal seams dip at 10.6 degrees to the south and that the vertical separation between the 2 seams is 14m corresponding well with 13.5m obtained from the vertical geology column. 10. Consequently the TREC coal seam and any mine workings it may contain would be expected to underlie the site at a depth of 14m. 11. According to the geology column the Rock Coal (ROCC) would be expected to underlie the development site at a depth of 43.5m. 12. The thickness of drift/soil at the site is unknown. 13. The outcrop of the Trolley Coal (TROL) seam occurs just to the south of the site. As such and because it dips south it would not be expected to underlie the site. 14. In conclusion this CMRA has identified 2 coal seams at very shallow and shallow depth beneath the site within 15m to 20m of the surface. It is possible that these seams contain extremely early mine workings. 15. At what depth these coal seams lie beneath the site and whether they contain mine workings is unknown and is yet to be confirmed by further drilling. 16. Hazardous gases associated with coal seams and underground coal workings are unlikely to pose a significant risk to the development in this instance because firstly typically across the UK coalfields gas is rarely a problem, secondly with regard to this property there is no record of a site specific gas problem and thirdly there is no geological faulting beneath the site or in close proximity to it which might otherwise provide a favourable pathway for gas migration to the surface. In addition it is speculated that the site is may be underlain by very low permeability surface clay deposits which will further inhibit upward gas movement. 17. Given the foregoing outcomes of this CMRA it is our opinion that coal mining legacy poses significant hazards to the proposed surface development. As a consequence further exploratory drilling and perhaps other mitigation measures are required with regard to establishing the impact of coal mining legacy. 18. The risk of additional or other mine entries occurring within the site is considered by us to be LOW but not negligible. If an additional mine entry/s are found during subsequent drilling investigation or at the start of the construction groundworks the appropriate remedial action can be taken then including notifying the Coal Authority. 19. In light of the foregoing this CMRA desk study has shown that there are significant coal mining stability and gas hazards to the proposed development. 20. Consequently further exploratory drilling, gas monitoring and perhaps other mitigation measures are required.

4. MITIGATION STRATEGY PROPOSED

Notes This section is the key part of the Coal Mining Risk Assessment Report. It should explain how the coal mining issues have influenced the proposed layout and design of the development. The mitigation strategy will set out and illustrate with plans where necessary how the on-site issues identified in section 3 will be dealt with to ensure safety and stability of the development. This should include the assessment of mine gas and the necessary mitigation measures required as necessary. You may wish to refer to the Construction Industry Research and Information Association (CIRIA) publication Special Publication 32 “Construction over Abandoned Mine Workings” Where the desk-based assessment cannot conclude with certainty the extent of the coal mining risks on the site; details of further proposed on-site intrusive investigation works should be set out.

However, it is of paramount importance that this does not simply evade the issue and therefore place the Local Planning Authority in a position where it cannot be satisfied that coal mining legacy could give rise to some doubt that planning permission could not be granted. MITIGATION RESPONSE

1. To properly determine the coal mining risk at this site it is proposed to drill boreholes to target depths up to 30m (but not necessarily reaching 30m) to locate possible coal and mine workings in the vicinity of the new building. 2. Borehole depths will be subject to adjustment by the supervising Competent Person on-site and depending on the geological conditions encountered (namely depth to rockhead, seam thickness and ratio of rock cover to seam thickness) found during drilling and therefore may be terminated less than 30m. 3. The main purpose of the borehole investigation is to confirm the possible presence of shallow coal seams beneath the new building and if present to establish whether these seams contain mine workings. 4. It is recommended that a minimum of 2 or perhaps 3 boreholes are sunk within the property. 5. If mine shafts are found during the intrusive site exploration works or during the subsequent construction groundworks the appropriate remedial action can be taken then. In addition the CA should be notified. 6. If mine workings are clearly confirmed to be absent, or beyond an influencing depth of the surface development it is unlikely that ground treatment/stabilisation by injection grouting or special foundation design measures will be required. 7. The requirement for gas protection measures and the level of gas protection will be determined by a risk assessment based on a source - pathway - receptor model. This will depend on the gas concentrations found during coal legacy drilling together with the configuration of the site geology - particularly the nature and thickness of the drift/soil cover and the presence (or potential) for fissures or other pathways to exist. 8. A Coal Authority Permit must be obtained prior to the commencement of drilling at this site. 9. A risk assessment has been carried out in the section below (The Coal Authority Permit) for the exploratory site drilling works. In accordance with the RA drilling must be carried out using small volume water injection flush as this carries Low or Negligible risk of causing explosion or creating, releasing or causing hazardous gases to move upwards into nearby occupied housing and buildings. Gas monitoring must be carried out during drilling and boreholes must be sealed at the end of drilling. 10. The drilling flush used at this site MUST be that that stated in this CMRA - namely WATER and no other. 11. The drilling contractor/site manager should be warned that the CA operate permit compliance checks on drill sites and that a change in drilling fluid may be a breach of contract and may be liable to prosecution. 12. A 2nd specialist report will required on the findings of the coal drilling investigation finalising the scope of the mitigation measures needed (if any) to safeguard the development from coal mining related ground instability and hazardous gases.

13. On the basis of the work to date, we are of the opinion that the mining stability risks posed by the strata beneath this site from coal mining legacy can be mitigated by routinely adopted measures and should not preclude the planning permission being registered.

The Coal Authority Permit Note The report should state whether enquiries have been made or will be made; whether a permit application has been submitted or if a permit has already been obtained from the Coal Authority for the mitigation and/or further site investigation works.

RESPONSE

A Coal Authority Permit needs to be obtained for further intrusive exploratory drilling works (as recommended above) which will disturb or enter any coal seams or coal mine workings present beneath the site.

Drilling Risk Assessment

In order to obtain a permit a coal drilling risk assessment has been carried out in accordance with Section 6 of CA publication: “Guidance on Managing the Risk of Hazardous Gases when Drilling, or Piling near Coal” which deals with the risks posed by various drill flushing mediums and different drilling Scenarios or Situations.

Situation Assessed: The site has been assessed to fall within “Unworked coal or coal workings; High or UNKNOWN risk of hazardous gases being created/ generated; Occupied property within risk area”. Therefore it is concluded that an Undetermined/Unknown hazardous gas risk exists at this site. In accordance with Table 6.2.7 Water Flush falls within Low risk while Air, Mist and Foam flush all fall within High & High to Medium risk categories respectively. In this situation water flush is by far the safest drilling medium available and should ONLY be used.

Air, Mist and Foam flush are much less safe than water or mud.

Outcome: For safer drilling small volume water injection drill flush is should ONLY be used. The stipulation in this instance of water flush only for exploratory drilling accords with the CA’s own internally managed and licensed safe exploratory coal drilling protocol.

Drill Flush to be used when drilling: Permit application must state WATER only, as mud though safe is too messy.

Other precautions: Gas monitoring to be carried out during drilling. Boreholes to be sealed as soon as possible.

5. CONCLUSION Notes The Coal Authority would expect the Coal Mining Risk Assessment Report to conclude with a brief summary of risks and the remedial measures required for the proposed development site. The report should demonstrate a clear strategy for addressing the coal mining legacy and how the requirements of national planning policy with regard to development on unstable land have been addressed. OUR RESPONSE

The Coal Authority have identified this site as falling within a Development High Risk Area (DHRA) where there is potentially a serious risk to surface development from mining related ground instability and hazardous mine gases arising from past coal mining legacy.

The site is identified by the Coal Authority as one where there is probable shallow coal mine workings.

The CA define Probable Workings as underground workings for which no recorded plan exists but where IT IS LIKLEY that workable coal at shallow depths HAS BEEN MINED before records were kept. Therefore potentially coal mining legacy poses significant risk to surface stability requiring further consideration

This CMRA has indicated that the development site may be underlain by 2 coal seams occurring at a very shallow and shallow depth possibly containing extremely early mine working within 15m to 20m of the surface. Because of this exploratory drilling is required to establish the depth of the coal seams beneath the site and whether these seams contain mine workings.

Gas monitoring must be carried out during drilling.

Notwithstanding, on the basis of the work to date, we are of the opinion that the coal mining legacy risks posed by this site can be mitigated by routinely adopted engineering/design measures (as outlined in our mitigation proposal above) and therefore should not preclude the planning permission being registered.

In order to finalise what (if any) mitigation measures are required it will be necessary to carry out further intrusive borehole investigations into the geological sequence to establish this sequence beneath this site and particularly the presence or absence of coal and workings in coal and hazardous ground gases.

The sinking of exploratory boreholes will be required at the site to do this.

A safe method of sinking boreholes which will reduce the risk to drill operators and the public has been proposed. A Coal Authority Permit will be required before drilling takes place. This must state that only water flush will be used for drilling.

Depending on the outcome of the additional coal mining investigation it may be necessary to stabilise these seams/workings using routine drilling and grouting techniques and/or adopt special foundations design measures and perhaps install gas protection measures.

In conclusion we see no reason why the Planning Permission should not be granted in the interim and that these works form a condition on a planning approval.

Appendices:

A. CA Report ref 51001393352001 dated 3rd March 2017. B. Extract of Geological Map, Sheet 264 Bristol at 1:50000 Superficial and Bedrock Geology C. BGS information ST67SW 103 from 1967 at Brislington Hill

Other historical OS maps, borehole logs, site images and photographs have not been included because it was considered that they did not provide significant useful additional information.

APPENDIX A COAL AUTHORITY REPORT

Non-Residential Coal Mining Consultants Report

LAND AT 30, CALLINGTON ROAD, BRISLINGTON, BRISTOL, BRISTOL, BS4 5BP

Date of enquiry: 03 March 2017 Date enquiry received: 03 March 2017 Issue date: 03 March 2017

Our reference: 51001393352001 Your reference: G17087 Non-Residential Coal Mining Consultants Report

This report is based on and limited to the records held by the Coal Authority at the time the report was produced.

Client name GEOINVESTIGATE

Enquiry address LAND AT 30, CALLINGTON ROAD, BRISLINGTON, BRISTOL, BRISTOL, BS4 5BP

How to contact us

0345 762 6848 (UK) +44 (0)1623 637 000 (International)

200 Lichfield Lane Approximate position of property Mansfield Reproduced by permission of Nottinghamshire Ordnance Survey on behalf of NG18 4RG HMSO. © Crown copyright and database right 2017. All rights www.groundstability.com reserved.

/company/the-coal-authority Ordnance Survey Licence number: 100020315 /thecoalauthority /coalauthority

© The Coal Authority Page 2 of 6 Non-Residential Coal Mining Consultants Report, reference 51001393352001 Detailed findings

Past underground coal mining None recorded.

Probable unrecorded shallow workings Yes.

Outcrops

Distance to outcrop Direction to Seam name Mineral Thin indicator Bearing of outcrop (m) outcrop

BR.RIDER POT SEAM Coal False Beneath property N/A 68

Spine roadways at shallow depth None recorded.

Future underground mining None recorded.

Licence details (AOR) None recorded.

Section 46 notices None recorded.

Geology No faults, fissures or breaklines recorded.

Mine entries None recorded.

Court orders None recorded.

© The Coal Authority Page 3 of 6 Non-Residential Coal Mining Consultants Report, reference 51001393352001 Worked out opencast sites None recorded.

Coal mining related hazards None recorded.

Coal mining subsidence The Coal Authority has not received a damage notice or claim for the subject property, or any property within 50 metres, since 31 October 1994.

There is no current Stop Notice delaying the start of remedial works or repairs to the property.

The Coal Authority is not aware of any request having been made to carry out preventive works before coal is worked under section 33 of the Coal Mining Subsidence Act 1991.

© The Coal Authority Page 4 of 6 Non-Residential Coal Mining Consultants Report, reference 51001393352001 Enquiry boundary

Key Approximate position of enquiry boundary shown

How to contact us Reproduced by permission of Ordnance Survey on behalf of HMSO. © Crown copyright and 0345 762 6848 (UK) database right 2017. All rights +44 (0)1623 637 000 (International) reserved.

200 Lichfield Lane Ordnance Survey Licence number: 100020315 Mansfield Nottinghamshire NG18 4RG www.groundstability.com

/company/the-coal-authority /thecoalauthority /coalauthority

© The Coal Authority Page 5 of 6 Non-Residential Coal Mining Consultants Report, reference 51001393352001 VAT receipt

Issued by The Coal Authority 200 Lichfield Lane Mansfield Nottinghamshire NG18 4RG

Tax point date 03 March 2017

Issued to GEOINVESTIGATE TERRY DICKEN INDUSTRIAL ESTATE TERRY DICKEN INDUSTRIAL ESTATE, ELLERBECK WAY STOKESLEY NORTH YORKSHIRE TS9 7AE

Property search for LAND AT 30 CALLINGTON ROAD BRISLINGTON BRISTOL BRISTOL BS4 5BP

Reference number 51001393352001

Date of issue 03 March 2017

Cost £100.00

VAT @ 20% £20.00

Total received £120.00

VAT registration 598 5850 68

© The Coal Authority Page 6 of 6 Non-Residential Coal Mining Consultants Report, reference 51001393352001

APPENDIX B GEOLOGY MAP

APPENDIX C BGS INFOMATION

   ((78  9&8:%4 &%(;


•
  •     •
  
    !"#$%$ &"'&(&&")*+,#-.&  /012+)))0)3 44$4%&  55%/ '
 ' &!&&&")6",-.&   4 &430*602)

CENTREMAPS Groundsure CMAPS-CM-838435-13238- Reference: 011119EDR Open Space, Upper Interfields, Worcester, WR14 1UT Your Reference: 13238

Report Date 1 Nov 2019

Report Delivery Email - pdf Method:

Enviro Insight

Address: Land at 30 Callington Road, BS4 5BP

Dear Sir/ Madam,

Thank you for placing your order with Groundsure. Please find enclosed the Groundsure Enviro Insight as requested.

If you need any further assistance, please do not hesitate to contact our helpline on 01886 832972 quoting the above CENTREMAPS reference number.

Yours faithfully,

CENTREMAPS

Enc. Groundsure Enviroinsight Enviro Insight

Address: Land at 30 Callington Road, BS4 5BP

Date: 1 Nov 2019

Reference: CMAPS-CM-838435-13238-011119EDR

Client: CENTREMAPS

NW N NE

W E

SW S SE Aerial Photograph Capture date: 14-Jun-2017 Grid Reference: 361889,170459 Site Size: 0.0348ha

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 2 Contents Page

Contents Page 3 Overview of Findings 6 Using this report 10 1. Historical Land Use 11 1. Historical Industrial Sites 12 1.1 Potentially Contaminative Uses identified from 1:10,000 scale Mapping...... 12 1.2 Additional Information – Historical Tank Database...... 15 1.3 Additional Information – Historical Energy Features Database...... 16 1.4 Additional Information – Historical Petrol and Fuel Site Database...... 17 1.5 Additional Information – Historical Garage and Motor Vehicle Repair Database...... 17 1.6 Historical military sites...... 18 1.7 Potentially Infilled Land...... 18 2. Environmental Permits, Incidents and Registers Map 20 2. Environmental Permits, Incidents and Registers 21 2.1 Industrial Sites Holding Licences and/or Authorisations...... 21 2.1.1 Records of historic IPC Authorisations within 500m of the study site:...... 21 2.1.2 Records of Part A(1) and IPPC Authorised Activities within 500m of the study site:...... 21 2.1.3 Records of Red List Discharge Consents (potentially harmful discharges to controlled waters) within 500m of the study site:...... 21 2.1.4 Records of List 1 Dangerous Substances Inventory Sites within 500m of the study site:...... 21 2.1.5 Records of List 2 Dangerous Substance Inventory Sites within 500m of the study site:...... 21 2.1.6 Records of Part A(2) and Part B Activities and Enforcements within 500m of the study site: ...... 22 2.1.7 Records of Category 3 or 4 Radioactive Substances Authorisations:...... 22 2.1.8 Records of Licensed Discharge Consents within 500m of the study site:...... 22 2.1.9 Records of Water Industry Referrals (potentially harmful discharges to the public sewer) within 500m of the study site: ...... 24 2.1.10 Records of Planning Hazardous Substance Consents and Enforcements within 500m of the study site:...... 25 2.2 Dangerous or Hazardous Sites...... 25 2.3 Environment Agency/Natural Resources Wales Recorded Pollution Incidents...... 25 2.3.1 Records of National Incidents Recording System, List 2 within 500m of the study site:...... 25 2.3.2 Records of National Incidents Recording System, List 1 within 500m of the study site:...... 26 2.4 Sites Determined as Contaminated Land under Part 2A EPA 1990...... 26 3. Landfill and Other Waste Sites Map 27 3. Landfill and Other Waste Sites 28 3.1 Landfill Sites...... 28 3.1.1 Records from Environment Agency/Natural Resources Wales landfill data within 1000m of the study site: ...... 28 3.1.2 Records of Environment Agency/Natural Resources Wales historic landfill sites within 1500m of the study site: ...... 28 3.1.3 Records of BGS/DoE non-operational landfill sites within 1500m of the study site:...... 29 3.1.4 Records of Landfills from Local Authority and Historical Mapping Records within 1500m of the study site:...... 29 3.2 Other Waste Sites...... 29 3.2.1 Records of waste treatment, transfer or disposal sites within 500m of the study site: ...... 29 3.2.2 Records of Environment Agency/Natural Resources Wales licensed waste sites within 1500m of the study site: ...... 30 4. Current Land Use Map 32 4. Current Land Uses 33 4.1 Current Industrial Data...... 33 4.2 Petrol and Fuel Sites...... 34 4.3 National Grid High Voltage Underground Electricity Transmission Cables...... 34 4.4 National Grid High Pressure Gas Transmission Pipelines...... 34 Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 3 5. Geology 35 5.1 Artificial Ground and Made Ground...... 35 5.2 Superficial Ground and Drift Geology ...... 35 5.3 Bedrock and Solid Geology ...... 35 6 Hydrogeology and Hydrology 36 6a. Aquifer Within Superficial Geology 36 6b. Aquifer Within Bedrock Geology and Abstraction Licences 37 6c. Hydrogeology – Source Protection Zones and Potable Water Abstraction Licences 38 6d. Hydrogeology – Source Protection Zones within confined aquifer 39 6e. Hydrology – Watercourse Network and River Quality 40 6.Hydrogeology and Hydrology 41 6.1 Aquifer within Superficial Deposits...... 41 6.2 Aquifer within Bedrock Deposits...... 41 6.3 Groundwater Abstraction Licences...... 42 6.4 Surface Water Abstraction Licences...... 42 6.5 Potable Water Abstraction Licences...... 42 6.6 Source Protection Zones...... 42 6.7 Source Protection Zones within Confined Aquifer...... 43 6.8 Groundwater Vulnerability and Soil Leaching Potential...... 43 6.9 River Quality...... 43 6.9.1 Biological Quality:...... 43 6.9.2 Chemical Quality:...... 44 6.10 Ordnance Survey MasterMap Water Network...... 44 6.11 Surface Water Features...... 47 7a. Environment Agency/Natural Resources Wales Flood Map for Planning (from rivers and the sea) 48 7b. Environment Agency/Natural Resources Wales Risk of Flooding from Rivers and the Sea (RoFRaS) Map 49 7 Flooding 50 7.1 River and Coastal Zone 2 Flooding...... 50 7.2 River and Coastal Zone 3 Flooding...... 50 7.3 Risk of Flooding from Rivers and the Sea (RoFRaS) Flood Rating...... 51 7.4 Flood Defences...... 51 7.5 Areas benefiting from Flood Defences...... 51 7.6 Areas benefiting from Flood Storage...... 51 7.7 Groundwater Flooding Susceptibility Areas...... 51 7.8 Groundwater Flooding Confidence Areas...... 52 8. Designated Environmentally Sensitive Sites Map 53 8. Designated Environmentally Sensitive Sites 54 8.1 Records of Sites of Special Scientific Interest (SSSI) within 2000m of the study site:...... 54 8.2 Records of National Nature Reserves (NNR) within 2000m of the study site:...... 54 8.3 Records of Special Areas of Conservation (SAC) within 2000m of the study site:...... 54 8.4 Records of Special Protection Areas (SPA) within 2000m of the study site:...... 54 8.5 Records of Ramsar sites within 2000m of the study site:...... 54 8.6 Records of Ancient Woodland within 2000m of the study site: ...... 55 8.7 Records of Local Nature Reserves (LNR) within 2000m of the study site:...... 55 8.8 Records of World Heritage Sites within 2000m of the study site:...... 55 8.9 Records of Environmentally Sensitive Areas within 2000m of the study site: ...... 56 8.10 Records of Areas of Outstanding Natural Beauty (AONB) within 2000m of the study site: ...... 56 8.11 Records of National Parks (NP) within 2000m of the study site: ...... 56 8.12 Records of Nitrate Sensitive Areas within 2000m of the study site:...... 56 8.13 Records of Nitrate Vulnerable Zones within 2000m of the study site:...... 56 Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 4 8.14 Records of Green Belt land within 2000m of the study site:...... 56 9. Natural Hazards Findings 58 9.1 Detailed BGS GeoSure Data...... 58 9.1.1 Shrink Swell...... 58 9.1.2 Landslides...... 58 9.1.3 Soluble Rocks...... 58 9.1.4 Compressible Ground...... 59 9.1.5 Collapsible Rocks...... 59 9.1.6 Running Sand...... 59 9.2 Radon...... 60 9.2.1 Radon Affected Areas...... 60 9.2.2 Radon Protection...... 60 10. Mining 61 10.1 Coal Mining...... 61 10.2 Non-Coal Mining...... 61 10.3 Brine Affected Areas ...... 61 Contact Details 62 Standard Terms and Conditions 64

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 5 Overview of Findings

For further details on each dataset, please refer to each individual section in the main report as listed. Where the database has been searched a numerical result will be recorded. Where the database has not been searched '-' will be recorded.

Section 1: Historical Industrial Sites On-site 0-50 51-250 251-500

1.1 Potentially Contaminative Uses identified from 1:10,000 scale 0 0 38 90 mapping

1.2 Additional Information – Historical Tank Database 0 0 1 33

1.3 Additional Information – Historical Energy Features Database 4 0 13 26

1.4 Additional Information – Historical Petrol and Fuel Site 0 0 0 2 Database

1.5 Additional Information – Historical Garage and Motor Vehicle 0 0 4 6 Repair Database

1.6 Historical military sites 0 0 0 0

1.7 Potentially Infilled Land 0 0 14 29

Section 2: Environmental Permits, Incidents and On-site 0-50m 51-250 251-500 Registers

2.1 Industrial Sites Holding Environmental Permits and/or Authorisations

2.1.1 Records of historic IPC Authorisations 0 0 0 0

2.1.2 Records of Part A(1) and IPPC Authorised Activities 0 0 0 0

2.1.3 Records of Red List Discharge Consents 0 0 0 0

2.1.4 Records of List 1 Dangerous Substances Inventory sites 0 0 0 0

2.1.5 Records of List 2 Dangerous Substances Inventory sites 0 0 0 0

2.1.6 Records of Part A(2) and Part B Activities and Enforcements 0 0 2 2

2.1.7 Records of Category 3 or 4 Radioactive Substances 0 0 0 0 Authorisations

2.1.8 Records of Licensed Discharge Consents 0 1 9 7

2.1.9 Records of Water Industry Referrals 0 0 0 0

2.1.10 Records of Planning Hazardous Substance Consents and 0 0 0 0 Enforcements within 500m of the study site

2.2 Records of COMAH and NIHHS sites 0 0 0 0

2.3 Environment Agency/Natural Resources Wales Recorded Pollution Incidents

2.3.1 National Incidents Recording System, List 2 0 0 1 8

2.3.2 National Incidents Recording System, List 1 0 0 0 0

2.4 Sites Determined as Contaminated Land under Part 2A EPA 0 0 0 0 1990

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 6 1000- On-site 0-50m 51-250 251-500 501-1000 Section 3: Landfill and Other Waste Sites 1500

3.1 Landfill Sites

3.1.1 Environment Agency/Natural Resources Wales Registered 0 0 0 0 0 Not searched Landfill Sites

3.1.2 Environment Agency/Natural Resources Wales Historic 0 0 0 0 1 2 Landfill Sites

3.1.3 BGS/DoE Landfill Site Survey 0 0 0 0 0 0

3.1.4 Records of Landfills in Local Authority and Historical 0 0 0 3 1 0 Mapping Records

3.2 Landfill and Other Waste Sites Findings

3.2.1 Operational and Non-Operational Waste Treatment, 0 0 0 3 Not searched Not searched Transfer and Disposal Sites

3.2.2 Environment Agency/Natural Resources Wales Licensed 0 0 0 2 5 2 Waste Sites

Section 4: Current Land Use On-site 0-50m 51-250 251-500

4.1 Current Industrial Sites Data 0 1 15 Not searched

4.2 Records of Petrol and Fuel Sites 0 0 1 3

4.3 National Grid Underground Electricity Cables 0 0 0 0

4.4 National Grid Gas Transmission Pipelines 0 0 0 0

Section 5: Geology

5.1 Records of Artificial Ground and Made Ground present beneath None identified the study site

5.2 Records of Superficial Ground and Drift Geology present Identified beneath the study site

5.3 For records of Bedrock and Solid Geology beneath the study site see the detailed findings section.

Section 6: Hydrogeology and Hydrology 0-500m

6.1 Records of Strata Classification in the Superficial Geology Identified within 500m of the study site

6.2 Records of Strata Classification in the Bedrock Geology within Identified 500m of the study site 1000- On-site 0-50m 51-250 251-500 501-1000 2000 6.3 Groundwater Abstraction Licences (within 2000m of the study 0 0 0 0 0 0 site)

6.4 Surface Water Abstraction Licences (within 2000m of the study 0 0 0 0 0 1 site)

6.5 Potable Water Abstraction Licences (within 2000m of the study 0 0 0 0 0 0 site)

6.6 Source Protection Zones (within 500m of the study site) 0 0 0 0 Not searched Not searched

6.7 Source Protection Zones within Confined Aquifer 0 0 0 0 Not searched Not searched

6.8 Groundwater Vulnerability and Soil Leaching Potential (within 1 0 0 2 Not searched Not searched 500m of the study site)

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 7 Section 6: Hydrogeology and Hydrology 0-500m 1000- On-site 0-50m 51-250 251-500 501-1000 1500 6.9 Environment Agency/Natural Resources Wales information on No No No No No No river quality within 1500m of the study site

6.10 Ordnance Survey MasterMap Water Network entries within 0 2 2 28 Not searched Not searched 500m of the site

6.11 Surface water features within 250m of the study site No Yes Yes Not searched Not searched Not searched

Section 7: Flooding

7.1 Enviroment Agency Zone 2 floodplains within 250m of the Identified study site

7.2 Environment Agency/Natural Resources Wales Zone 3 Identified floodplains within 250m of the study site

7.3 Risk of flooding from Rivers and the Sea (RoFRaS) rating for Medium the study site

7.4 Flood Defences within 250m of the study site None identified

7.5 Areas benefiting from Flood Defences within 250m of the study None identified site

7.6 Areas used for Flood Storage within 250m of the study site None identified

7.7 Maximum BGS Groundwater Flooding susceptibility within 50m Potential at Surface of the study site

7.8 BGS confidence rating for the Groundwater Flooding Moderate susceptibility areas

1000- Section 8: Designated Environmentally Sensitive On-site 0-50m 51-250 251-500 501-1000 Sites 2000

8.1 Records of Sites of Special Scientific Interest (SSSI) 0 0 0 0 0 1

8.2 Records of National Nature Reserves (NNR) 0 0 0 0 0 0

8.3 Records of Special Areas of Conservation (SAC) 0 0 0 0 0 0

8.4 Records of Special Protection Areas (SPA) 0 0 0 0 0 0

8.5 Records of Ramsar sites 0 0 0 0 0 0

8.6 Records of Ancient Woodlands 0 0 0 0 0 5

8.7 Records of Local Nature Reserves (LNR) 0 0 0 0 0 5

8.8 Records of World Heritage Sites 0 0 0 0 0 0

8.9 Records of Environmentally Sensitive Areas 0 0 0 0 0 0

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 8 1000- Section 8: Designated Environmentally Sensitive On-site 0-50m 51-250 251-500 501-1000 Sites 2000

8.10 Records of Areas of Outstanding Natural Beauty (AONB) 0 0 0 0 0 0

8.11 Records of National Parks 0 0 0 0 0 0

8.12 Records of Nitrate Sensitive Areas 0 0 0 0 0 0

8.13 Records of Nitrate Vulnerable Zones 0 0 0 0 0 0

8.14 Records of Green Belt land 0 0 0 1 1 4

Section 9: Natural Hazards

9.1 Maximum risk of natural ground subsidence Moderate

9.1.1 Maximum Shrink-Swell hazard rating identified on the study Very Low site

9.1.2 Maximum Landslides hazard rating identified on the study Low site

9.1.3 Maximum Soluble Rocks hazard rating identified on the Negligible study site

9.1.4 Maximum Compressible Ground hazard rating identified on Moderate the study site

9.1.5 Maximum Collapsible Rocks hazard rating identified on the Very Low study site

9.1.6 Maximum Running Sand hazard rating identified on the Low study site

9.2 Radon

9.2.1 Is the property in a Radon Affected Area as defined by the The site is not in a Radon Affected Area, as less than 1% of properties Health Protection Agency (HPA) and if so what percentage of are above the Action Level. homes are above the Action Level?

9.2.2 Is the property in an area where Radon Protection are required for new properties or extensions to existing ones as No radon protective measures are necessary. described in publication BR211 by the Building Research Establishment?

Section 10: Mining

10.1 Coal mining areas within 75m of the study site Identified

10.2 Non-Coal Mining areas within 50m of the study site boundary None identified

10.3 Brine affected areas within 75m of the study site None identified

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 9 Using this report The following report is designed by Environmental Consultants for Environmental Professionals bringing together the most up-to-date market leading environmental data. This report is provided under and subject to the Terms & Conditions agreed between Groundsure and the Client. The document contains the following sections: 1. Historical Industrial Sites Provides information on past land uses that may pose a risk to the study site in terms of potential contamination from activities or processes. Potentially Infilled Land features are also included. This search is conducted using radii of up to 500m. 2. Environmental Permits, Incidents and Registers Provides information on Regulated Industrial Activities and Pollution Incidents as recorded by Regulatory Authorit- ies, and sites determined as Contaminated Land. This search is conducted using radii up to 500m. 3. Landfills and Other Waste Sites Provides information on landfills and other waste sites that may pose a risk to the study site. This search is conduc - ted using radii up to 1500m. 4. Current Land Uses Provides information on current land uses that may pose a risk to the study site in terms of potential contamination from activities or processes. These searches are conducted using radii of up to 500m. This includes information on potentially contaminative industrial sites, petrol stations and fuel sites as well as high pressure gas pipelines and un- derground electricity transmission lines. 5. Geology Provides information on artificial and superficial deposits and bedrock beneath the study site. 6. Hydrogeology and Hydrology Provides information on productive strata within the bedrock and superficial geological layers, abstraction licences, Source Protection Zones (SPZs) and river quality. These searches are conducted using radii of up to 2000m. 7. Flooding Provides information on river and coastal flooding, flood defences, flood storage areas and groundwater flood areas. This search is conducted using radii of up to 250m. 8. Designated Environmentally Sensitive Sites Provides information on the Sites of Special Scientific Interest (SSSI), National Nature Reserves (NNR), Special Areas of Conservation (SAC), Special Protection Areas (SPA), Ramsar sites, Local Nature Reserves (LNR), Areas of Outstanding Natural Beauty (AONB), National Parks (NP), Environmentally Sensitive Areas, Nitrate Sensitive Areas, Nitrate Vulnerable Zones and World Heritage Sites and Scheduled Ancient Woodland. These searches are conduc- ted using radii of up to 2000m. 9. Natural Hazards Provides information on a range of natural hazards that may pose a risk to the study site. These factors include nat- ural ground subsidence and radon.. 10. Mining Provides information on areas of coal and non-coal mining and brine affected areas. 11. Contacts This section of the report provides contact points for statutory bodies and data providers that may be able to provide further information on issues raised within this report. Alternatively, Groundsure provide a free Technical Helpline (08444 159000) for further information and guidance. Note: Maps Only certain features are placed on the maps within the report. All features represented on maps found within this search are given an identification number. This number identifies the feature on the mapping and correlates it to the additional information provided below. This identification number precedes all other information and takes the following format -Id: 1, Id: 2, etc. Where numerous features on the same map are in such close proximity that the numbers would obscure each other a letter identifier is used instead to represent the features. (e.g. Three features which overlap may be given the identifier “A” on the map and would be identified separately as features 1A, 3A, 10A on the data tables provided). Where a feature is reported in the data tables to a distance greater than the map area, it is noted in the data table as “Not Shown”. All distances given in this report are in Metres (m). Directions are given as compass headings such as N: North, E: East, NE: North East from the nearest point of the study site boundary.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 10 1. Historical Land Use

NW N NE

W E

SW S SE © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 11 1. Historical Industrial Sites

1.1 Potentially Contaminative Uses identified from 1:10,000 scale Mapping

The systematic analysis of data extracted from standard 1:10,560 and 1:10,000 scale historical maps provides the following information:

Records of sites with a potentially contaminative past land use within 500m of the search boundary: 128

ID Distance [m] Direction Use Date 1 198 E Unspecified Works 1930 2A 216 S Unspecified Heap 1938 3A 216 S Unspecified Heap 1938 4A 219 S Unspecified Heap 1920 5A 219 S Unspecified Heap 1938 6A 219 S Unspecified Heap 1938 7A 220 S Unspecified Heap 1920 8A 220 S Unspecified Heap 1938 9A 221 S Unspecified Heap 1902 10A 221 S Unspecified Heap 1913 11A 221 S Unspecified Heap 1930 12A 221 S Unspecified Heap 1938 13A 225 S Unspecified Heap 1938 14B 227 W Unspecified Works 1973 15B 227 W Unspecified Works 1965 16B 227 W Preserve Works 1955 17B 227 W Preserve Works 1930 18B 227 W Preserve Works 1921 19C 228 W Preserve Works 1920 20C 228 W Preserve Works 1938 21D 229 E Police Station 1955 22D 229 E Police Station 1973 23D 229 E Police Station 1965 24C 229 W Preserve Works 1938 25C 231 W Unspecified Works 1920 26B 231 W Preserve Works 1938 27C 235 W Preserve Works 1938 28B 235 W Preserve Works 1938 29G 235 NE Nursery 1902 30F 237 SW Unspecified Ground 1938 Workings 31E 237 NE Nursery 1930 32E 237 NE Nursery 1921 33E 237 NE Nursery 1902

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 12 34 237 NE Nursery 1920 35F 238 SW Unspecified Ground 1930 Workings 36H 239 N Laundry 1938 37G 239 NE Nursery 1920 38H 239 N Laundry 1930 39I 268 E Unspecified 1986 Commercial/Industrial 40I 268 E Engineering Works 1955 41I 268 E Unspecified 1973 Commercial/Industrial 42 294 N Laundry 1938 43 313 E Tobacco Works 1955 44AD 315 W Refuse Heap 1955 45J 322 NW Fire Station 1965 46J 325 NW Fire Station 1955 47 340 SE Motor Engineering Works 1955 48K 371 E Unspecified Tank 1902 49K 371 E Unspecified Tank 1938 50K 372 E Unspecified Tank 1938 51K 372 E Unspecified Tank 1920 52X 385 SE Unspecified Works 1986 53L 398 W Railway Sidings 1938 54L 400 W Railway Sidings 1920 55AY 400 E Refuse Heap 1955 56N 403 W Railway Sidings 1884 57L 404 W Railway Sidings 1902 58L 404 W Railway Sidings 1938 59M 406 W Railway Station 1887 60M 406 W Railway Station 1887 61N 406 W Railway Sidings 1902 62N 406 W Railway Sidings 1938 63N 406 W Railway Sidings 1921 64N 406 W Railway Sidings 1930 65O 407 W Railway Building 1973 66O 407 W Railway Station 1965 67O 407 W Railway Building 1986 68O 407 W Railway Station 1955 69P 407 W Railway Sidings 1887 70P 407 W Railway Sidings 1887 71O 408 W Railway Station 1884 72N 408 W Railway Sidings 1938 73O 409 W Railway Station 1883 74O 411 W Railway Station 1920 75O 411 W Railway Station 1938 76O 412 W Railway Station 1938 77O 413 W Railway Station 1938

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 13 78O 413 W Railway Station 1902 79L 413 W Railway Sidings 1938 80L 413 W Railway Sidings 1920 81Q 413 SE Unspecified Ground 1883 Workings 82Q 413 SE Unspecified Ground 1883 Workings 83L 414 W Railway Station 1938 84R 414 W Railway Building 1938 85R 414 W Railway Building 1955 86L 415 W Railway Station 1920 87L 415 W Railway Station 1930 88L 415 W Railway Station 1938 89L 415 W Railway Station 1921 90L 415 W Railway Station 1902 91R 416 W Railway Building 1938 92R 416 W Railway Building 1902 93R 418 W Railway Building 1938 94T 419 NW Cuttings 1883 95S 424 SE Engineering Works 1938 96S 424 SE Engineering Works 1938 97T 426 NW Cuttings 1955 98U 426 W Cuttings 1920 99U 426 W Cuttings 1938 100T 426 NW Cuttings 1938 101V 426 NW Cuttings 1920 102V 427 W Cuttings 1902 103V 427 W Cuttings 1938 104S 427 SE Engineering Works 1930 105W 431 SW Unspecified Ground 1883 Workings 106W 431 SW Unspecified Ground 1883 Workings 107L 439 W Railway Building 1955 108L 440 W Railway Sidings 1973 109L 440 W Railway Sidings 1986 110X 446 SE Unspecified Works 1973 111Z 462 NW Cuttings 1884 112Y 467 NW Cuttings 1955 113Y 468 NW Cuttings 1965 114Y 468 NW Cuttings 1986 115Y 468 NW Cuttings 1973 116Z 468 NW Cuttings 1883 117Y 471 NW Cuttings 1938 118AA 472 NW Cuttings 1938 119AA 473 NW Cuttings 1930 120AA 473 NW Cuttings 1902

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 14 121AA 473 NW Cuttings 1938 122AA 473 NW Cuttings 1921 123AB 493 NE Cemetery 1930 124AB 493 NE Cemetery 1938 125AB 494 NE Cemetery 1938 126AB 500 NE Cemetery 1965 127AB 500 NE Cemetery 1973 128AB 500 NE Cemetery 1986

1.2 Additional Information – Historical Tank Database

The systematic analysis of data extracted from High Detailed 1:1,250 and 1:2,500 scale historical maps provides the following information.

Records of historical tanks within 500m of the search boundary: 34

ID Distance (m) Direction Use Date 129 246 N Unspecified Tank 1886 130 297 N Unspecified Tank 1886 131AC 322 NE Unspecified Tank 1916 132AC 323 NE Unspecified Tank 1904 133AC 324 NE Unspecified Tank 1904 134AC 324 NE Unspecified Tank 1916 135AC 324 NE Unspecified Tank 1931 136 328 W Unspecified Tank 1979 137AD 338 W Tanks 1979 138AE 359 NE Unspecified Tank 1904 139AE 359 NE Unspecified Tank 1931 140AE 359 NE Unspecified Tank 1916 141AF 364 E Unspecified Tank 1884 142AF 364 E Unspecified Tank 1916 143K 372 E Unspecified Tank 1931 144K 372 E Unspecified Tank 1904 145K 373 E Unspecified Tank 1904 146K 377 E Unspecified Tank 1916 147 385 NW Unspecified Tank 1916 148 385 W Unspecified Tank 1969 149AG 386 W Tanks 1969 150AG 386 W Tanks 1979 151AH 391 SE Unspecified Tank 1916 152AH 391 SE Unspecified Tank 1884 153AI 411 NW Unspecified Tank 1904 154AI 411 NW Unspecified Tank 1916 155 414 SE Unspecified Tank 1916

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 15 156AI 418 NW Unspecified Tank 1904 157AJ 476 E Tanks 1965 158AJ 476 E Tanks 1984 159AJ 476 E Tanks 1989 160AK 483 SE Unspecified Tank 1960 161AK 483 SE Unspecified Tank 1960 162AK 484 SE Tanks 1950

1.3 Additional Information – Historical Energy Features Database

The systematic analysis of data extracted from High Detailed 1:1,250 and 1:2,500 scale historical maps provides the following information.

Records of historical energy features within 500m of the search boundary: 43

ID Distance (m) Direction Use Date 163AL 0 On Site Electricity Substation 1984 164AL 0 On Site Electricity Substation 1992 165AL 0 On Site Electricity Substation 1988 166AL 0 On Site Electricity Substation 1979 167AM 172 N Electricity Substation 1992 168AM 173 N Electricity Transformer 1989 169AM 173 N Electricity Transformer 1974 170AN 180 S Electricity Substation 1988 171AN 181 S Electricity Substation 1992 172AN 181 S Electricity Substation 1984 173AN 181 S Electricity Substation 1979 174AO 210 SE Electricity Substation 1992 175AO 212 SE Electricity Substation 1991 176AP 231 W Electricity Substation 1992 177AP 231 W Electricity Substation 1974 178AP 231 W Electricity Substation 1950 179AP 232 W Electricity Substation 1989 180 258 W Electricity Substation 1974 181G 279 NE Electricity Substation 1989 182G 280 NE Electricity Substation 1972 183G 281 NE Electricity Substation 1992 184AQ 317 SE Electricity Substation 1991 185AQ 318 SE Electricity Substation 1989 186AQ 318 SE Electricity Substation 1984 187AQ 318 SE Electricity Substation 1992 188AR 341 N Electricity Substation 1992 189AR 341 N Electricity Transformer 1989 190AR 341 N Electricity Transformer 1974

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 16 191AS 353 N Electricity Substation 1950 192AS 353 N Electricity Substation 1974 193AS 353 N Electricity Substation 1992 194AS 354 N Electricity Substation 1989 195AT 402 SW Electricity Substation 1988 196AT 408 SW Electricity Transformer 1949 197AT 408 SW Electricity Substation 1953 198AI 408 NW Electricity Substation 1989 199 422 E Electricity Substation 1950 200AI 426 NW Electricity Substation 1992 201AI 427 NW Electricity Substation 1950 202AI 427 NW Electricity Substation 1974 203AU 455 NE Electricity Substation 1989 204AU 455 NE Electricity Substation 1992 205AU 455 NE Electricity Substation 1972

1.4 Additional Information – Historical Petrol and Fuel Site Database

The systematic analysis of data extracted from High Detailed 1:1,250 and 1:2,500 scale historical maps provides the following information.

Records of historical petrol stations and fuel sites within 500m of the search boundary: 2

ID Distance (m) Direction Use Date 206AW 251 N Filling Station 1989 207 408 W Filling Station 1989

1.5 Additional Information – Historical Garage and Motor Vehicle Repair Database

The systematic analysis of data extracted from High Detailed 1:1,250 and 1:2,500 scale historical maps provides the following information.

Records of historical garage and motor vehicle repair sites within 500m of the search boundary: 10

ID Distance (m) Direction Use Date 208AV 207 N Garage 1974 209AV 207 N Garage 1966 210AV 207 N Garage 1992 211AV 209 N Garage 1989 212AW 252 N Garage 1950 213AX 308 E Garage 1960 214AX 308 E Garage 1989 215AX 310 E Garage 1960

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 17 216AX 310 E Garage 1965 217AX 310 E Garage 1984

1.6 Historical military sites

Certain military installations were not noted on historic mapping for security reasons. Whilst not all military land is necessarily of concern, Groundsure has researched and digitised a number of Ordnance Factories and other military industrial features (e.g. Ordnance Depots, Munitions Testing Grounds) which may be of contaminative concern. This research was drawn from a number of different sources, and should not be regarded as a definitive or exhaustive database of potentially contaminative military installations. The boundaries of sites within this database have been estimated from the best evidence available to Groundsure at the time of compilation. Records of historical military sites within 500m of the search boundary: 0 Database searched and no data found.

1.7 Potentially Infilled Land

Records of Potentially Infilled Features from 1:10,000 scale mapping within 500m of the study site: 43

The following Historical Potentially Infilled Features derived from the Historical Mapping information is provided by Groundsure: ID Distance(m) Direction Use Date 218A 216 S Unspecified Heap 1938 219A 216 S Unspecified Heap 1938 220A 219 S Unspecified Heap 1920 221A 219 S Unspecified Heap 1938 222A 219 S Unspecified Heap 1938 223A 220 S Unspecified Heap 1920 224A 220 S Unspecified Heap 1938 225A 221 S Unspecified Heap 1913 226A 221 S Unspecified Heap 1930 227A 221 S Unspecified Heap 1902 228A 221 S Unspecified Heap 1938 229A 225 S Unspecified Heap 1938 230F 237 SW Unspecified Ground 1938 Workings 231F 238 SW Unspecified Ground 1930 Workings 232 308 SE Pond 1930 233AD 315 W Refuse Heap 1955 234AY 400 E Refuse Heap 1955 235T 419 NW Cuttings 1883 236T 426 NW Cuttings 1955 237U 426 W Cuttings 1920 238U 426 W Cuttings 1938 239M 426 NW Cuttings 1938 240V 426 NW Cuttings 1920

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 18 241V 427 W Cuttings 1902 242V 427 W Cuttings 1938 243Z 462 NW Cuttings 1884 244Y 467 NW Cuttings 1955 245Y 468 NW Cuttings 1965 246Y 468 NW Cuttings 1973 247Y 468 NW Cuttings 1986 248Z 468 NW Cuttings 1883 249Y 471 NW Cuttings 1938 250AA 472 NW Cuttings 1938 251AA 473 NW Cuttings 1902 252AA 473 NW Cuttings 1930 253AA 473 NW Cuttings 1938 254AA 473 NW Cuttings 1921 255AB 493 NE Cemetery 1930 256AB 493 NE Cemetery 1938 257AB 494 NE Cemetery 1938 258AB 500 NE Cemetery 1973 259AB 500 NE Cemetery 1965 260AB 500 NE Cemetery 1986

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 19 2. Environmental Permits, Incidents and Registers Map

NW N NE

W E

SW S SE © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 20 2. Environmental Permits, Incidents and Registers

2.1 Industrial Sites Holding Licences and/or Authorisations

Searches of information provided by the Environment Agency/Natural Resources Wales and Local Authorities reveal the following information:

2.1.1 Records of historic IPC Authorisations within 500m of the study site:

0

Database searched and no data found.

2.1.2 Records of Part A(1) and IPPC Authorised Activities within 500m of the study site:

0

Database searched and no data found.

2.1.3 Records of Red List Discharge Consents (potentially harmful discharges to controlled waters) within 500m of the study site:

0

Database searched and no data found.

2.1.4 Records of List 1 Dangerous Substances Inventory Sites within 500m of the study site:

0

Database searched and no data found.

2.1.5 Records of List 2 Dangerous Substance Inventory Sites within 500m of the study site:

0

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 21 2.1.6 Records of Part A(2) and Part B Activities and Enforcements within 500m of the study site:

4

The following Part A(2) and Part B Activities are represented as points on the Environmental Permits, Incidents and Registers Map:

Distance ID Direction NGR Details (m) Address: Brislington Park (Forecourt) Enforcement: No Enforcement Notice Ltd, 803-805 Bath Road, BS4 5NL 362096 Date of Enforcement: No Enforcement 27G 201 E Process: Petrol Vapour Recovery 170400 Notice Status: Historical Permit Comment: No Enforcement Notice Permit Type: Part B Address: Murco Brislington, The Square, Enforcement: No Enforcement Notice A4 Bath Road, BS4 5AD 361954 Date of Enforcement: No Enforcement 28 205 N Process: Petrol Vapour Recovery 170673 Notice Status: Historical Permit Comment: No Enforcement Notice Permit Type: Part B Address: Brislington Service Station, The Square, Bath Road, Brislington, Enforcement: No Enforcement Notice Bristol, BS4 5AD 362012 Date of Enforcement: No Enforcement 29 297 NE Process: Unloading of Petrol into 170747 Notice Storage at Service Stations Comment: No Enforcement Notice Status: Current Permit Permit Type: Part B Address: Tesco Petrol Filling Station, Callington Road, Brislington, Bristol, Enforcement: No Enforcement Notice BS4 5AY 361485 Date of Enforcement: No Enforcement 30 417 W Process: Unloading of Petrol into 170336 Notice Storage at Service Stations Comment: No Enforcement Notice Status: Current Permit Permit Type: Part B

2.1.7 Records of Category 3 or 4 Radioactive Substances Authorisations:

0

Database searched and no data found.

2.1.8 Records of Licensed Discharge Consents within 500m of the study site:

17

The following Licensed Discharge Consents records are represented as points on the Environmental Permits, Incidents and Registers Map:

Distance ID Direction NGR Details (m) Address: 8 HULSE ROAD CSO, 8 HULSE Receiving Water: BRISLINGTON BROOK ROAD VIA SWS Effluent Type: SEWAGE DISCHARGES - 361881 Status: VARIED UNDER EPR 2010 10 9 N SEWER STORM OVERFLOW - WATER 170490 Issue date: 08/04/2016 COMPANY Effective Date: 08-Apr-2016 Permit Number: 011315 Revocation Date: Permit Version: 3

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 22 Distance ID Direction NGR Details (m) Address: 8 HULSE ROAD CSO, 8 HULSE Receiving Water: UNKNOWN ROAD Status: TEMPORARY CONSENTS (WATER Effluent Type: SEWAGE DISCHARGES - 361750 ACT 1989, SECTION 113) 11B 136 W SEWER STORM OVERFLOW - WATER 170520 Issue date: COMPANY Effective Date: 12-Sep-1989 Permit Number: 011315 Revocation Date: 27/09/2010 Permit Version: 1 Address: 8 HULSE ROAD CSO, 8 HULSE Receiving Water: TRIB. BRISLINGTON ROAD BROOK Effluent Type: SEWAGE DISCHARGES - 361750 Status: VARIED UNDER EPR 2010 12B 136 W SEWER STORM OVERFLOW - WATER 170520 Issue date: 28/09/2010 COMPANY Effective Date: 28-Sep-2010 Permit Number: 011315 Revocation Date: 07/04/2016 Permit Version: 2 Address: BATH ROAD, JUNC FLOWERS Receiving Water: BRISLINGTON BROOK HILL, BRISTOL Status: NEW CONSENT (WRA 91, S88 & Effluent Type: SEWAGE DISCHARGES - SCHED 10 AS AMENDED BY ENV ACT 361990 13C 201 NE SEWER STORM OVERFLOW - WATER 1995) 170650 COMPANY Issue date: 06/10/1998 Permit Number: 100581/CS/01 Effective Date: 06-Oct-1998 Permit Version: 1 Revocation Date: Address: BATH ROAD, JUNC FLOWERS Receiving Water: BRISLINGTON BROOK HILL, BRISTOL Status: NEW CONSENT (WRA 91, S88 & Effluent Type: SEWAGE DISCHARGES - SCHED 10 AS AMENDED BY ENV ACT 361990 14C 201 NE SEWER STORM OVERFLOW - WATER 1995) 170650 COMPANY Issue date: 06/10/1998 Permit Number: 100582/CS/01 Effective Date: 06-Oct-1998 Permit Version: 1 Revocation Date: Address: BRISTOL HILL, OUTSIDE NO 43, Receiving Water: UNKNOWN BRISTOL Status: CONSENT REVOKED OR REVISED - Effluent Type: SEWAGE DISCHARGES - 361860 NEW CONSENT ISSUED (37(1)) 15 230 N SEWER STORM OVERFLOW - WATER 170710 Issue date: COMPANY Effective Date: 12-Sep-1989 Permit Number: 011317 Revocation Date: 13/12/1995 Permit Version: 1 Address: BRISTOL HILL, OUTSIDE NO 25, Receiving Water: UNKNOWN BRISTOL Status: CONSENT REVOKED OR REVISED - Effluent Type: SEWAGE DISCHARGES - 361790 NEW CONSENT ISSUED (37(1)) 16 246 N SEWER STORM OVERFLOW - WATER 170710 Issue date: COMPANY Effective Date: 12-Sep-1989 Permit Number: 011316 Revocation Date: 13/12/1995 Permit Version: 1 Address: BRISLINGTON HILL CSO, BRISLINGTON HILL, BRISLINGTON, Receiving Water: BRISLINGTON BROOK BRISTOL, BS4 4LG VIA SWS 361980 Effluent Type: SEWAGE DISCHARGES - Status: VARIED UNDER EPR 2010 17D 249 NE 170709 SEWER STORM OVERFLOW - WATER Issue date: 05/03/2018 COMPANY Effective Date: 05-Mar-2018 Permit Number: 012935 Revocation Date: 30/03/2018 Permit Version: 4 Address: BRISLINGTON HILL CSO, BRISLINGTON HILL, BRISLINGTON, Receiving Water: BRISLINGTON BROOK BRISTOL, BS4 4LG Status: VARIED UNDER EPR 2010 361980 Effluent Type: SEWAGE DISCHARGES - 18D 249 NE Issue date: 24/10/2013 170709 SEWER STORM OVERFLOW - WATER Effective Date: 24-Oct-2013 COMPANY Revocation Date: 04/03/2018 Permit Number: 012935 Permit Version: 2 19D 249 NE 361980 Address: BRISLINGTON HILL CSO, Receiving Water: BRISLINGTON BROOK 170709 BRISLINGTON HILL, BRISLINGTON, VIA SWS BRISTOL, BS4 4LG Status: VARIED UNDER EPR 2010 Effluent Type: SEWAGE DISCHARGES - Issue date: 05/03/2018 SEWER STORM OVERFLOW - WATER Effective Date: 31-Mar-2018 COMPANY Revocation Date:

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 23 Distance ID Direction NGR Details (m) Permit Number: 012935 Permit Version: 5 Address: BRISLINGTON HILL, S.S.O, Receiving Water: BRISLINGTON BROOK BRISLINGTON, BRISTOL Status: REVOKED (WRA 91, S88 & SCHED Effluent Type: SEWAGE DISCHARGES - 361970 10 AS AMENDED BY ENV ACT 1995) 20D 255 N SEWER STORM OVERFLOW - WATER 170720 Issue date: COMPANY Effective Date: 25-Apr-1988 Permit Number: 010326 Revocation Date: 14/11/1997 Permit Version: 1 Address: GROVE PARK AVENUE, OUTSIDE Receiving Water: UNKNOWN NO 62, BRISTOL Status: CONSENT REVOKED OR REVISED - Effluent Type: SEWAGE DISCHARGES - 361860 NEW CONSENT ISSUED (37(1)) 21 299 N SEWER STORM OVERFLOW - WATER 170780 Issue date: COMPANY Effective Date: 12-Sep-1989 Permit Number: 011318 Revocation Date: 13/12/1995 Permit Version: 1 361550 Address: TESCO STORE, WATER LANE, Receiving Water: TRIB OF RIVER BRISTOL 170380 BRISLINGTON, BRISTOL AVON Effluent Type: MISCELLANEOUS Status: REVOKED UNDER EPR 2010 22 343 W DISCHARGES - SURFACE WATER Issue date: Permit Number: 021265 Effective Date: 11-Dec-1984 Permit Version: 1 Revocation Date: 04/03/2016 361520 Address: TESCO STORE, WATER LANE, Receiving Water: TRIB OF RIVER BRISTOL 170400 BRISLINGTON, BRISTOL AVON Effluent Type: MISCELLANEOUS Status: REVOKED UNDER EPR 2010 23E 368 W DISCHARGES - SURFACE WATER Issue date: Permit Number: 021268 Effective Date: 11-Dec-1984 Permit Version: 1 Revocation Date: 04/03/2016 361500 Address: TESCO STORE, WATER LANE, Receiving Water: TRIB OF RIVER BRISTOL 170400 BRISLINGTON, BRISTOL AVON Effluent Type: MISCELLANEOUS Status: REVOKED UNDER EPR 2010 24E 387 W DISCHARGES - SURFACE WATER Issue date: Permit Number: 021291 Effective Date: 11-Dec-1984 Permit Version: 1 Revocation Date: 04/03/2016 Address: CHURCH HILL, JUNC WITH Receiving Water: UNKNOWN SCHOOL ROAD Status: TEMPORARY CONSENTS (WATER Effluent Type: SEWAGE DISCHARGES - 362080 ACT 1989, SECTION 113) 25F 402 NE SEWER STORM OVERFLOW - WATER 170830 Issue date: COMPANY Effective Date: 12-Sep-1989 Permit Number: 011319 Revocation Date: 27/09/2010 Permit Version: 1 Address: CHURCH HILL, JUNC WITH Receiving Water: TRIB. BRISLINGTON SCHOOL ROAD BROOK Effluent Type: SEWAGE DISCHARGES - 362080 Status: SURRENDERED UNDER EPR 2010 26F 402 NE SEWER STORM OVERFLOW - WATER 170830 Issue date: 28/09/2010 COMPANY Effective Date: 28-Sep-2010 Permit Number: 011319 Revocation Date: 03/09/2014 Permit Version: 2

2.1.9 Records of Water Industry Referrals (potentially harmful discharges to the public sewer) within 500m of the study site:

0

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 24 2.1.10 Records of Planning Hazardous Substance Consents and Enforcements within 500m of the study site:

0

Database searched and no data found.

2.2 Dangerous or Hazardous Sites

Records of COMAH & NIHHS sites within 500m of the study site: 0

Database searched and no data found.

2.3 Environment Agency/Natural Resources Wales Recorded Pollution Incidents

2.3.1 Records of National Incidents Recording System, List 2 within 500m of the study site:

9

The following NIRS List 2 records are represented as points on the Environmental Permits, Incidents and Registers Map:

Distance ID Direction NGR Details (m) Incident Date: 21-Aug-2001 Water Impact: Category 3 (Minor) 362105.0 Incident Identification: 25676.0 1G 209 E Land Impact: Category 4 (No Impact) 170403.0 Pollutant: Sewage Materials Air Impact: Category 4 (No Impact) Pollutant Description: Crude Sewage Incident Date: 11-Feb-2002 Incident Identification: 57643.0 Water Impact: Category 4 (No Impact) 361505.0 Pollutant: General Biodegradable 2 415 NW Land Impact: Category 3 (Minor) 170659.0 Materials and Wastes Air Impact: Category 4 (No Impact) Pollutant Description: Other General Biodegradable Material or Waste Incident Date: 04-Jun-2001 Water Impact: Category 3 (Minor) 362017.0 Incident Identification: 7396.0 3 427 N Land Impact: Category 4 (No Impact) 170886.0 Pollutant: Specific Waste Materials Air Impact: Category 4 (No Impact) Pollutant Description: Containers Incident Date: 09-Jan-2002 Water Impact: Category 4 (No Impact) 361490.0 Incident Identification: 51349.0 4 434 NW Land Impact: Category 3 (Minor) 170670.0 Pollutant: Specific Waste Materials Air Impact: Category 4 (No Impact) Pollutant Description: Household Waste Incident Date: 01-Mar-2002 Water Impact: Category 4 (No Impact) 361530.0 Incident Identification: 61377.0 5 435 NW Land Impact: Category 3 (Minor) 170740.0 Pollutant: Specific Waste Materials Air Impact: Category 4 (No Impact) Pollutant Description: Household Waste Incident Date: 03-May-2002 Water Impact: Category 4 (No Impact) 361505.0 Incident Identification: 76416.0 6A 444 NW Land Impact: Category 3 (Minor) 170718.0 Pollutant: Specific Waste Materials Air Impact: Category 4 (No Impact) Pollutant Description: Household Waste Incident Date: 20-Dec-2002 Incident Identification: 126954.0 Water Impact: Category 4 (No Impact) 361506.0 7A 444 NW Pollutant: Inert Materials and Wastes Land Impact: Category 3 (Minor) 170720.0 Pollutant Description: Construction and Air Impact: Category 4 (No Impact) Demolition Materials and Wastes

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 25 Distance ID Direction NGR Details (m) Incident Date: 20-Dec-2002 Incident Identification: 126954.0 Water Impact: Category 4 (No Impact) 361506.0 8A 444 NW Pollutant: Inert Materials and Wastes Land Impact: Category 3 (Minor) 170720.0 Pollutant Description: Construction and Air Impact: Category 4 (No Impact) Demolition Materials and Wastes Incident Date: 18-Jun-2002 Incident Identification: 85623.0 Water Impact: Category 4 (No Impact) 361506.0 Pollutant: General Biodegradable 9A 448 NW Land Impact: Category 2 (Significant) 170727.0 Materials and Wastes Air Impact: Category 4 (No Impact) Pollutant Description: Other General Biodegradable Material or Waste

2.3.2 Records of National Incidents Recording System, List 1 within 500m of the study site:

0

Database searched and no data found.

2.4 Sites Determined as Contaminated Land under Part 2A EPA 1990

Records of sites determined as contaminated land under Section 78R of the Environmental Protection Act 1990 are there within 500m of the study site 0

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 26 3. Landfill and Other Waste Sites Map

NW N NE

W E

SW S SE © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 27 3. Landfill and Other Waste Sites

3.1 Landfill Sites

3.1.1 Records from Environment Agency/Natural Resources Wales landfill data within 1000m of the study site:

0

Database searched and no data found.

3.1.2 Records of Environment Agency/Natural Resources Wales historic landfill sites within 1500m of the study site:

3

The following landfill records are represented as either points or polygons on the Landfill and Other Waste Sites map:

Distance ID Direction NGR Details (m) Licence Issue: Site Address: West Town Road, Knowle Licence Surrendered: Waste Licence: - Licence Holder Address: - Site Reference: - 4 562 SW Operator: - Waste Type: - Licence Holder: - Environmental Permitting Regulations First Recorded: - (Waste) Reference: - Last Recorded: - Site Address: Land at rear of 62-66 Licence Issue: 01-Mar-1984 Sturminster Road, Sturminster Road, Licence Surrendered: 02-Mar-1988 Bristol Licence Holder Address: 66 Stunminster Not Waste Licence: Yes Road, Bristol 1045 SW shown Site Reference: L/BL/T/148 Operator: - Waste Type: Inert, Industrial Licence Holder: W H Hardy Environmental Permitting Regulations First Recorded: 31-Dec-1982 (Waste) Reference: - Last Recorded: 31-Dec-1985 Site Address: Stockwood Lane, Bristol, Licence Issue: Avon Licence Surrendered: Waste Licence: - Licence Holder Address: - Not Site Reference: A 006 1253 SE Operator: Bristol Corporation shown Waste Type: Industrial, Commercial, Licence Holder: - Household First Recorded: 31-Dec-1954 Environmental Permitting Regulations Last Recorded: 31-Dec-1978 (Waste) Reference: -

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 28 3.1.3 Records of BGS/DoE non-operational landfill sites within 1500m of the study site:

0

Database searched and no data found.

3.1.4 Records of Landfills from Local Authority and Historical Mapping Records within 1500m of the study site:

4

The following landfill records are represented as points or polygons on the Landfill and Other Waste Sites map:

Distance ID Direction NGR Site Address Source Data Type (m) 361533 16 316 W Refuse Tip 1947 mapping Polygon 170419 361491 17 386 W Refuse Tip 1947 mapping Polygon 170411 361491 18 399 W Refuse Tip 1969 mapping Polygon 170330 Not 362055 847 N Refuse Tip 1947 mapping Polygon shown 171341

3.2 Other Waste Sites

3.2.1 Records of waste treatment, transfer or disposal sites within 500m of the study site:

3

The following waste treatment, transfer or disposal sites records are represented as points on the Landfill and Other Waste Sites map:

Distance ID Direction NGR Details (m) Further Details: Scheme comprises installation of Type of Site: automated recycling unit Recycling Unit located within car park. An Site Address: Tesco Planning Application Reference: application (ref: 07/03494/F) 361540 Stores Ltd, 07/03494/F for detailed planning permission 1 320 W 170540 Callington Road, Date: - was withdrawn from Bristol C.C. BRISTOL, Avon, Planning decision obtained BS4 5AY Data Source: Historic Planning Application Data Type: Point

Type of Site: Scrap Planning Application Reference: Further Details: N/A 361466 Yard N/A Data Source: Historic Mapping 2 408 W 170610 Site Address: N/A Date: 1992 Data Type: Polygon

3 423 W 361468 Type of Site: Scrap Planning Application Reference: Further Details: N/A 170638 Yard N/A Data Source: Historic Mapping

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 29 Distance ID Direction NGR Details (m) Site Address: N/A Date: 1989 Data Type: Polygon

3.2.2 Records of Environment Agency/Natural Resources Wales licensed waste sites within 1500m of the study site:

9

The following waste treatment, transfer or disposal sites records are represented as points on the Landfill and Other Waste Sites map:

Distance ID Direction NGR Details (m) Site Address: Bristol Metal Recycling Ltd, Talbot Road, Brislington, Bristol, Avon, Issue Date: 25/01/2010 BS4 2NT Effective Date: - Type: Vehicle Depollution Facility <5000 Modified: 16/09/2013 tps Surrendered Date: - 361479 Size: < 25000 tonnes 7 439 NW Expiry Date: - 170659 Environmental Permitting Regulations Cancelled Date: - (Waste) Licence Number: BRI230 Status: Modified EPR reference: EA/EPR/FP3596LM/V003 Site Name: Bristol Metal Recycling Ltd Operator: Bristol Metal Recycling Limited Correspondence Address: - Waste Management licence No: 101348 Annual Tonnage: 4999.0 Site Address: Talbot Road, Brislington, Issue Date: 25/01/2010 Bristol, Avon, BS4 2NT Effective Date: - Type: 75kte Metal Recycling Site Modified: - Size: < 25000 tonnes Surrendered Date: 07/09/2010 361400 Environmental Permitting Regulations 8 495 W Expiry Date: - 170600 (Waste) Licence Number: BRI230 Cancelled Date: - EPR reference: EA/EPR/FP3596LM/S002 Status: Surrendered Operator: Bristol Metal Recycling Ltd Site Name: Bristol Metal Recycling Ltd Waste Management licence No: 101348 Correspondence Address: - Annual Tonnage: 0.0 Site Address: 822, Bath Road, Brislington, Issue Date: 25/04/2005 Bristol, Avon, BS4 5LQ Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: May 13 2013 12:00AM 362430 Environmental Permitting Regulations 9 578 SE Expiry Date: - 170210 (Waste) Licence Number: WHI330 Cancelled Date: - EPR reference: EA/EPR/JP3693FJ/S002 Status: Surrendered Operator: Bewley Alan Site Name: White House V W Centre Waste Management licence No: 26125 Correspondence Address: - Annual Tonnage: 0.0 Site Address: Unit 1, Flowers Hill Close, Brislington, Bristol, Avon, BS4 5LF Issue Date: 24/05/2012 Type: Vehicle Depollution Facility <5000 Effective Date: - tps Modified: - Size: < 25000 tonnes Surrendered Date: - 362440 10 618 SE Environmental Permitting Regulations Expiry Date: - 170140 (Waste) Licence Number: ALL132 Cancelled Date: - EPR reference: EA/EPR/DB3935RM/A001 Status: Issued Operator: All Car Spares Ltd Site Name: All Car Spares Ltd Waste Management licence No: 103704 Correspondence Address: - Annual Tonnage: 4999.0 11 729 SE 362430 Site Address: Unit 2b, Flowers Hill, Issue Date: 26/07/2004 169940 Brislington, Bristol, Avon, BS4 5JJ Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: -

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 30 Distance ID Direction NGR Details (m) Environmental Permitting Regulations Expiry Date: - (Waste) Licence Number: BRI351 Cancelled Date: - EPR reference: EA/EPR/EP3092SV/A001 Status: Revoked Operator: Wolland Frederick Site Name: Bristol Peugeot & Renault Waste Management licence No: 26104 Breakers Annual Tonnage: 2500.0 Correspondence Address: - Site Address: 9, Clothier Road, Brislington, Issue Date: 16/03/2006 Bristol, Avon, BS4 5PS Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: - Environmental Permitting Regulations Not 362760 Expiry Date: - 864 E (Waste) Licence Number: SAA002 shown 170510 Cancelled Date: - EPR reference: EA/EPR/QP3493FB/A001 Status: Issued Operator: The Workshop Saab Specialist Site Name: The Workshop ( Saab Ltd Specialists) Ltd Waste Management licence No: 26144 Correspondence Address: - Annual Tonnage: 2500.0 Site Address: 236, Broomhill Road, Issue Date: 25/04/2005 Brislington, Bristol, Avon, BS4 5RG Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: - Not 362890 Environmental Permitting Regulations 991 E Expiry Date: - shown 170450 (Waste) Licence Number: ALL569 Cancelled Date: - EPR reference: EA/EPR/JP3893FS/A001 Status: Issued Operator: Chiswell Dean Site Name: All Audi Waste Management licence No: 26121 Correspondence Address: - Annual Tonnage: 2500.0 Site Address: 234-236, Broomhill Road, Issue Date: 20/06/2016 Brislington, Bristol, Avon, BS4 5RG Effective Date: - Type: Vehicle Depollution Facility Modified: - Size: < 25000 tonnes Surrendered Date: - Not 362902 Environmental Permitting Regulations 1004 E Expiry Date: - shown 170467 (Waste) Licence Number: EUR097 Cancelled Date: - EPR reference: EA/EPR/DB3507CX/A001 Status: Issued Operator: Euro Motor Servicing Ltd Site Name: Euro Motor Servicing Ltd Waste Management licence No: 402852 Correspondence Address: - Annual Tonnage: 4999.0 Site Address: 22 Red Lion Yard, Greenleaze, Knowle, Bristol, Avon, BS4 Issue Date: 06/01/2005 2TL Effective Date: - Type: ELV Facility Modified: - Size: < 25000 tonnes Surrendered Date: Nov 13 2009 12:00AM Not 360789 1093 W Environmental Permitting Regulations Expiry Date: - shown 170413 (Waste) Licence Number: SWL003 Cancelled Date: - EPR reference: EA/EPR/YP3093FB/S002 Status: Surrendered Operator: Lacey Stephen Site Name: 22 Red Lion Yard Waste Management licence No: 26102 Correspondence Address: - Annual Tonnage: 0.0

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 31 4. Current Land Use Map

NW N NE

W E

SW S SE © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 32 4. Current Land Uses

4.1 Current Industrial Data

Records of potentially contaminative industrial sites within 250m of the study site: 16

The following records are represented as points on the Current Land Uses map.

Distance Directio ID Company NGR Address Activity Category (m) n Electricity 361885 Infrastructure and 1 1 S Bristol, BS4 Electrical Features Sub Station 170471 Facilities 361824 21, Warrington Road, 2 116 NW Cakesmiths Baking and Confectionery Foodstuffs 170583 Bristol, Bristol, BS4 5AQ Catherine the 362018 23, West Town Lane, Clothing, Components and 3 156 SE Consumer Products Dress Maker 170338 Bristol, Bristol, BS4 5DA Accessories Electricity 361847 Infrastructure and 4 174 N Bristol, BS4 Electrical Features Sub Station 170652 Facilities Electricity 361940 Infrastructure and 5 182 S Bristol, BS4 Electrical Features Sub Station 170261 Facilities Mark Ireland 362094 10, West Town Lane, 6A 196 E Musical Instruments Consumer Products Pianos 170454 Bristol, Bristol, BS4 5BN 361846 1, Warrington Road, General Construction 7 201 N Proper Job Industrial Products 170679 Bristol, Bristol, BS4 5AQ Supplies Brislington Motor 361950 The Square, Brislington, Vehicle Repair, Testing 8 202 N Repair and Servicing Service & 170670 Bristol, Bristol, BS4 5AD and Servicing Repair Meredith 361888 58-62, Bristol Hill, Bristol, 9 206 N Moto Cross Vehicle Components Industrial Products 170687 Bristol, BS4 5AB Bristol 362106 6, West Town Lane, Construction and Tool 10A 209 E Ladder Hire Hire Services 170458 Bristol, Bristol, BS4 5BN Hire Baker Ladder 362106 6, West Town Lane, Construction and Tool 11A 209 E Hire Services Hire 170458 Bristol, Bristol, BS4 5BN Hire 361981 The Square, Brislington, 12B 210 NE Motor Village Secondhand Vehicles Motoring 170665 Bristol, Bristol, BS4 5AD Electricity 362023 Infrastructure and 13 213 SE Bristol, BS4 Electrical Features Sub Station 170266 Facilities Electricity 361996 Infrastructure and 14B 218 NE Bristol, BS4 Electrical Features Sub Station 170666 Facilities Electricity 361650 Infrastructure and 15 246 W Bristol, BS4 Electrical Features Sub Station 170567 Facilities Industrial 362059 Business Parks and 16 250 SE Bristol, BS4 Industrial Features Estate 170247 Industrial Estates

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 33 4.2 Petrol and Fuel Sites

Records of petrol or fuel sites within 500m of the study site: 4

The following petrol or fuel site records provided by Catalist are represented as points on the Current Land Use map:

Distance Directio ID NGR Company Address LPG Status (m) n Bristol Hill, Kenneth 361960 Road, Brislington, 17 218 N OBSOLETE Not Applicable Obsolete 170684 Bristol, Bristol, City Of, BS4 5AB Bath Road, Church 361965 Road, Brislington, 18 266 N TEXACO No Open 170733 Bristol, Bristol, City Of, BS4 5AD 803-805, Bath Road, Bonville Road, 362265 19 373 E OBSOLETE Brislington, Bristol, Not Applicable Obsolete 170368 Bristol, City Of, BS4 5NL Callington Road, 361507 Brislington, Bristol, 20 398 W TESCO EXTRA No Open 170332 Bristol, City Of, BS4 5AY

4.3 National Grid High Voltage Underground Electricity Transmission Cables

This dataset identifies the high voltage electricity transmission lines running between generating power plants and electricity substations. The dataset does not include the electricity distribution network (smaller, lower voltage cables distributing power from substations to the local user network). This information has been extracted from databases held by National Grid and is provided for information only with no guarantee as to its completeness or accuracy. National Grid do not offer any warranty as to the accuracy of the available data and are excluded from any liability for any such inaccuracies or errors.

Records of National Grid high voltage underground electricity transmission cables within 500m of the study site: 0 Database searched and no data found.

4.4 National Grid High Pressure Gas Transmission Pipelines

This dataset identifies high-pressure, large diameter pipelines which carry gas between gas terminals, power stations, compressors and storage facilities. The dataset does not include the Local Transmission System (LTS) which supplies gas directly into homes and businesses. This information has been extracted from databases held by National Grid and is provided for information only with no guarantee as to its completeness or accuracy. National Grid do not offer any warranty as to the accuracy of the available data and are excluded from any liability for any such inaccuracies or errors.

Records of National Grid high pressure gas transmission pipelines within 500m of the study site: 0

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 34 5. Geology

5.1 Artificial Ground and Made Ground

Database searched and no data found.

The database has been searched on site, including a 50m buffer.

5.2 Superficial Ground and Drift Geology

The database has been searched on site, including a 50m buffer.

Lex Code Description Rock Type ALV-XCZSV ALLUVIUM CLAY, SILT, SAND AND GRAVEL

5.3 Bedrock and Solid Geology

The database has been searched on site, including a 50m buffer.

Lex Code Description Rock Type MUDSTONE, SILTSTONE AND RAD-MDSS RADSTOCK MEMBER SANDSTONE

(Derived from the BGS 1:50,000 Digital Geological Map of Great Britain)

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 35 6 Hydrogeology and Hydrology 6a. Aquifer Within Superficial Geology

NW N NE

W E

SW S SE © Crown copyright and database rights 2019 Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 36 6b. Aquifer Within Bedrock Geology and Abstraction Licences

NW N NE

W E

SW S SE © Crown copyright and database rights 2019 Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 37 6c. Hydrogeology – Source Protection Zones and Potable Water Abstraction Licences

NW N NE

W E

SW S SE © Crown copyright and database rights 2019 Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 38 6d. Hydrogeology – Source Protection Zones within confined aquifer

NW N NE

W E

SW S SE © Crown copyright and database rights 2019 Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 39 6e. Hydrology – Watercourse Network and River Quality

NW N NE

W E

SW S SE © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 40 6.Hydrogeology and Hydrology

6.1 Aquifer within Superficial Deposits

Records of strata classification within the superficial geology at or in proximity to the property Yes

From 1 April 2010, the Environment Agency/Natural Resources Wales's Groundwater Protection Policy has been using aquifer designations consistent with the Water Framework Directive. For further details on the designation and interpretation of this information, please refer to the Groundsure Enviro Insight User Guide.

The following aquifer records are shown on the Aquifer within Superficial Geology Map (6a):

Distanc ID Direction Designation Description e (m) Permeable layers capable of supporting water supplies at a local rather than 1 0 On Site Secondary A strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as minor aquifers Permeable layers capable of supporting water supplies at a local rather than 2 499 S Secondary A strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as minor aquifers

6.2 Aquifer within Bedrock Deposits

Records of strata classification within the bedrock geology at or in proximity to the property Yes

From 1 April 2010, the Environment Agency/Natural Resources Wales's Groundwater Protection Policy has been using aquifer designations consistent with the Water Framework Directive. For further details on the designation and interpretation of this information, please refer to the Groundsure Enviro Insight User Guide.

The following aquifer records are shown on the Aquifer within Bedrock Geology Map (6b):

Distanc ID Direction Designation Description e (m) Permeable layers capable of supporting water supplies at a local rather than 1 0 On Site Secondary A strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as minor aquifers Permeable layers capable of supporting water supplies at a local rather than 2 437 S Secondary A strategic scale, and in some cases forming an important source of base flow to rivers. These are generally aquifers formerly classified as minor aquifers Predominantly lower permeability layers which may store/yield limited amounts of 5 490 SW Secondary B groundwater due to localised features such as fissures, thin permeablehorizons and weathering. These are generally the water-bearing parts of the former non-aquifers

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 41 6.3 Groundwater Abstraction Licences

Groundwater Abstraction Licences within 2000m of the study site None identified

Database searched and no data found.

6.4 Surface Water Abstraction Licences

Surface Water Abstraction Licences within 2000m of the study site Identified

The following Surface Water Abstraction Licences records are represented as points, lines and regions on the Aquifer within Bedrock Geology Map (6b):

Distance ID Direction NGR Details (m) Status: Historical Annual Volume (m³): - Licence No: 17/53/001/S/456 Max Daily Volume (m³): - Details: General use relating to Secondary Application No: - Not 360430 Category (Medium Loss) Original Start Date: 24/03/1998 1914 NW shown 171730 Direct Source: Surface Water - Fresh Expiry Date: - Point: RIVER AVON Issue No: 100 Data Type: Point Version Start Date: 24/03/1998 Name: Bristol Rubbish Clearance 1994 Ltd Version End Date:

6.5 Potable Water Abstraction Licences

Potable Water Abstraction Licences within 2000m of the study site None identified

Database searched and no data found.

6.6 Source Protection Zones

Source Protection Zones within 500m of the study site None identified

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 42 6.7 Source Protection Zones within Confined Aquifer

Source Protection Zones within the Confined Aquifer within 500m of the study site None identified

Historically, Source Protection Zone maps have been focused on regulation of activities which occur at or near the ground surface, such as prevention of point source pollution and bacterial contamination of water supplies. Sources in confined aquifers were often considered to be protected from these surface pressures due to the presence of a low permeability confining layer (e.g. glacial till, clay). The increased interest in subsurface activities such as onshore oil and gas exploration, ground source heating and cooling requires protection zones for confined sources to be marked on SPZ maps where this has not already been done.

Database searched and no data found.

6.8 Groundwater Vulnerability and Soil Leaching Potential

Environment Agency/Natural Resources Wales information on groundwater vulnerability and soil leaching potential within 500m of the study site Identified

Distance Direction Classification Soil Vulnerability Category Description (m) Soil information for urban areas and restored mineral workings. These Minor Aquifer/High Leaching 0 On Site HU soils are therefore assumed to be Potential highly permeable in the absence of site-specific information. Soil information for urban areas and restored mineral workings. These Minor Aquifer/High Leaching 437 S HU soils are therefore assumed to be Potential highly permeable in the absence of site-specific information. Coarse textured or moderately shallow soils which readily transmit non-adsorbed pollutants and liquid Minor Aquifer/High Leaching 457 S H3 discharges but have some ability to Potential attenuate adsorbed pollutants because of their clay or organic matter content.

6.9 River Quality

Environment Agency/Natural Resources Wales information on river quality within 1500m of the study site None identified

6.9.1 Biological Quality:

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 43 6.9.2 Chemical Quality:

Database searched and no data found.

6.10 Ordnance Survey MasterMap Water Network

Ordnance Survey MasterMap Water Network entries within 500m of the study site

This watercourse information is provided by Ordnance Survey MasterMap Water Network. The data provides a detailed centre line following the curve of the waterway precisely, so all distances provided in the report should be understood as measurements to the centreline rather than a measurement to the nearest point of the watercourse. Underground watercourses are inferred from entry and exit points so caution is advised in using these to indicate precise locations of underground watercourses when planning site investigation and development.

The following Ordnance Survey MasterMap Water Network records are represented on the Hydrology Map (6e):

Distance/ ID Name Type of Watercourse Additional Details Direction Catchment Area: Avon Bristol 5 Relationship to Ground Level: On ground surface Inland river not influenced 1 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. N conditions) Average Width in Watercourse Section (m): 4.2 Catchment Area: Avon Bristol 5 Relationship to Ground Level: On ground surface Inland river not influenced 6 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. N conditions) Average Width in Watercourse Section (m): 4.2 Catchment Area: Avon Bristol 211 Relationship to Ground Level: On ground surface Inland river not influenced 2 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. NE conditions) Average Width in Watercourse Section (m): Not Provided Catchment Area: Avon Bristol 211 Relationship to Ground Level: On ground surface Inland river not influenced 7 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. NE conditions) Average Width in Watercourse Section (m): Not Provided Catchment Area: Avon Bristol 271 Relationship to Ground Level: On ground surface Inland river not influenced 3 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. N conditions) Average Width in Watercourse Section (m): 3.3 Catchment Area: Avon Bristol 271 Relationship to Ground Level: On ground surface Inland river not influenced 8 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. N conditions) Average Width in Watercourse Section (m): 3.3 Catchment Area: Avon Bristol 347 Relationship to Ground Level: On ground surface Inland river not influenced 4 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. N conditions) Average Width in Watercourse Section (m): Not Provided Not 347 Brislington Brook Inland river not influenced Catchment Area: Avon Bristol shown by normal tidal action. Relationship to Ground Level: On ground surface N Permanence: Watercourse contains water year round (in normal

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 44 Distance/ ID Name Type of Watercourse Additional Details Direction conditions) Average Width in Watercourse Section (m): Not Provided - Catchment Area: Avon Bristol 359 Relationship to Ground Level: On ground surface Inland river not influenced 5 Permanence: Watercourse contains water year round (in normal by normal tidal action. S conditions) Average Width in Watercourse Section (m): Not Provided - Catchment Area: Avon Bristol 359 Relationship to Ground Level: On ground surface Not Inland river not influenced Permanence: Watercourse contains water year round (in normal shown by normal tidal action. S conditions) Average Width in Watercourse Section (m): Not Provided - Catchment Area: Avon Bristol 400 Relationship to Ground Level: On ground surface Inland river not influenced 6 Permanence: Watercourse contains water year round (in normal by normal tidal action. S conditions) Average Width in Watercourse Section (m): Not Provided - Catchment Area: Avon Bristol 400 Relationship to Ground Level: On ground surface Not Inland river not influenced Permanence: Watercourse contains water year round (in normal shown by normal tidal action. S conditions) Average Width in Watercourse Section (m): Not Provided Brislington Brook Catchment Area: Avon Bristol 408 Relationship to Ground Level: Underground Inland river not influenced 7 Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): Not Provided - Catchment Area: Avon Bristol 408 Relationship to Ground Level: On ground surface Inland river not influenced 8 Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): 2.8 Brislington Brook Catchment Area: Avon Bristol 408 Relationship to Ground Level: Underground Inland river not influenced 12 Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): Not Provided - Catchment Area: Avon Bristol 408 Relationship to Ground Level: On ground surface Inland river not influenced 13 Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): 2.8 - Catchment Area: Avon Bristol 411 Relationship to Ground Level: Not provided Inland river not influenced 9 Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): Not Provided - Catchment Area: Avon Bristol 411 Relationship to Ground Level: Not provided Inland river not influenced 14 Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): Not Provided - Catchment Area: Avon Bristol 412 Relationship to Ground Level: On ground surface Inland river not influenced 10 Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): 2.5 - Catchment Area: Avon Bristol 412 Relationship to Ground Level: On ground surface Inland river not influenced 15 Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): 2.5

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 45 Distance/ ID Name Type of Watercourse Additional Details Direction Catchment Area: Avon Bristol 417 Relationship to Ground Level: On ground surface Inland river not influenced 11 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): 3.0 Catchment Area: Avon Bristol 417 Relationship to Ground Level: On ground surface Inland river not influenced 16 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): 3.0 Catchment Area: Avon Bristol 418 Relationship to Ground Level: On ground surface Inland river not influenced 12 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): 2.6 Catchment Area: Avon Bristol 418 Relationship to Ground Level: On ground surface Inland river not influenced 17 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. SW conditions) Average Width in Watercourse Section (m): 2.6 Catchment Area: Avon Bristol 421 Relationship to Ground Level: On ground surface Inland river not influenced 13 Brislington Brook Permanence: Watercourse contains water year round (in normal by normal tidal action. N conditions) Average Width in Watercourse Section (m): 3.3 Catchment Area: Avon Bristol 421 Relationship to Ground Level: On ground surface Not Inland river not influenced Brislington Brook Permanence: Watercourse contains water year round (in normal shown by normal tidal action. N conditions) Average Width in Watercourse Section (m): 3.3 Catchment Area: Avon Bristol 470 Relationship to Ground Level: On ground surface Inland river not influenced 14 - Permanence: Watercourse contains water year round (in normal by normal tidal action. S conditions) Average Width in Watercourse Section (m): 1.1 Catchment Area: Avon Bristol 470 Relationship to Ground Level: On ground surface Not Inland river not influenced - Permanence: Watercourse contains water year round (in normal shown by normal tidal action. S conditions) Average Width in Watercourse Section (m): 1.1 Catchment Area: Avon Bristol 476 Relationship to Ground Level: On ground surface Inland river not influenced 15 - Permanence: Watercourse contains water year round (in normal by normal tidal action. S conditions) Average Width in Watercourse Section (m): Not Provided Catchment Area: Avon Bristol 476 Relationship to Ground Level: On ground surface Not Inland river not influenced - Permanence: Watercourse contains water year round (in normal shown by normal tidal action. S conditions) Average Width in Watercourse Section (m): Not Provided Catchment Area: Avon Bristol 488 Relationship to Ground Level: On ground surface Inland river not influenced 16 - Permanence: Watercourse contains water year round (in normal by normal tidal action. S conditions) Average Width in Watercourse Section (m): 1.1 Catchment Area: Avon Bristol 488 Relationship to Ground Level: On ground surface Not Inland river not influenced - Permanence: Watercourse contains water year round (in normal shown by normal tidal action. S conditions) Average Width in Watercourse Section (m): 1.1

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 46 6.11 Surface Water Features

Surface water features within 250m of the study site Identified

The following surface water records are not represented on mapping:

Distance (m) Direction 2 N 52 NE 53 NE 76 NE

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 47 7a. Environment Agency/Natural Resources Wales Flood Map for Planning (from rivers and the sea)

NW N NE

W E

SE SW S

© Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 48 7b. Environment Agency/Natural Resources Wales Risk of Flooding from Rivers and the Sea (RoFRaS) Map

NW N NE

W E

SW S SE © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 49 7 Flooding

7.1 River and Coastal Zone 2 Flooding

Environment Agency/Natural Resources Wales Zone 2 floodplain within 250m Identified

Environment Agency/Natural Resources Wales Zone 2 floodplains estimate the annual probability of flooding as between 1 in 1000 (0.1%) and 1 in 100 (1%) from rivers and between 1 in 1000 (0.1%) and 1 in 200 (0.5%) from the sea. Any relevant data is represented on Map 7a – Flood Map for Planning:

ID Distance Direction Update Type (m) 1 0 On Site 09-Sep-2019 Zone 2 - (Fluvial /Tidal Models)

2 164 N 09-Sep-2019 Zone 2 - (Fluvial /Tidal Models)

7.2 River and Coastal Zone 3 Flooding

Environment Agency/Natural Resources Wales Zone 3 floodplain within 250m Identified

Zone 3 shows the extent of a river flood with a 1 in 100 (1%) or greater chance of occurring in any year or a sea flood with a 1 in 200 (0.5%) or greater chance of occurring in any year. Any relevant data is represented on Map 7a – Flood Map for Planning.

ID Distance Direction Update Type (m) 1 0 On Site 09-Sep-2019 Zone 3 - (Fluvial Models)

2 165 N 09-Sep-2019 Zone 3 - (Fluvial Models)

199 NE 09-Sep-2019 Zone 3 - (Fluvial Models)

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 50 7.3 Risk of Flooding from Rivers and the Sea (RoFRaS) Flood Rating

Highest risk of flooding onsite Medium

The Environment Agency/Natural Resources Wales RoFRaS database provides an indication of river and coastal flood risk at a national level on a 50m grid with the flood rating at the centre of the grid calculated and given above. The data considers the probability that the flood defences will overtop or breach by considering their location, type, condition and standard of protection.

RoFRaS data for the study site indicates the property is in an area with a Medium (greater than 1 in 100 but less than 1 in 30) chance of flooding in any given year.

Any relevant data within 250m is represented on the RoFRaS Flood map. Data to 50m is reported in the table below.

ID Distance Direction RoFRas flood Risk (m) 1 0.0 On Site Medium 2 1.0 N High 3 19.0 N High 4 20.0 NE Low 5 29.0 NE Medium 6 36.0 NW Medium

7.4 Flood Defences

Flood Defences within 250m of the study site None identified Database searched and no data found.

7.5 Areas benefiting from Flood Defences

Areas benefiting from Flood Defences within 250m of the study site None identified

7.6 Areas benefiting from Flood Storage

Areas used for Flood Storage within 250m of the study site None identified

7.7 Groundwater Flooding Susceptibility Areas

7.7.1 British Geological Survey groundwater flooding susceptibility areas within 50m of the boundary of the study site Identified Clearwater Flooding or Superficial Deposits Flooding Superficial Deposits Flooding

Notes: Groundwater flooding may either be associated with shallow unconsolidated sedimentary aquifers which overlie unproductive aquifers (Superficial Deposits Flooding), or with unconfined aquifers (Clearwater Flooding).

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 51 7.7.2 Highest susceptibility to groundwater flooding in the search area based on the underlying geological conditions

Potential at Surface Where potential for groundwater flooding to occur at surface is indicated, this means that given the geological conditions in the area groundwater flooding hazard should be considered in all land-use planning decisions. It is recommended that other relevant information e.g. records of previous incidence of groundwater flooding, rainfall, property type, and land drainage information be investigated in order to establish relative, but not absolute, risk of groundwater flooding.

7.8 Groundwater Flooding Confidence Areas

British Geological Survey confidence rating in this result Moderate

Notes: Groundwater flooding is defined as the emergence of groundwater at the ground surface or the rising of groundwater into man-made ground under conditions where the normal range of groundwater levels is exceeded.

The confidence rating is on a threefold scale - Low, Moderate and High. This provides a relative indication of the BGS confidence in the accuracy of the susceptibility result for groundwater flooding. This is based on the amount and precision of the information used in the assessment. In areas with a relatively lower level of confidence the susceptibility result should be treated with more caution. In other areas with higher levels of confidence the susceptibility result can be used with more confidence.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 52 8. Designated Environmentally Sensitive Sites Map

NW N NE

W E

SW S SE © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 53 8. Designated Environmentally Sensitive Sites

Designated Environmentally Sensitive Sites within 2000m of the study site Identified

8.1 Records of Sites of Special Scientific Interest (SSSI) within 2000m of the study site:

1

The following Site of Special Scientific Interest (SSSI) records provided by Natural England/Natural Resources Wales are represented as polygons on the Designated Environmentally Sensitive Sites Map:

Distance ID Direction SSSI Name Data Source (m) Not 1954 E Bickley Wood Natural England shown

8.2 Records of National Nature Reserves (NNR) within 2000m of the study site:

0

Database searched and no data found.

8.3 Records of Special Areas of Conservation (SAC) within 2000m of the study site:

0

Database searched and no data found.

8.4 Records of Special Protection Areas (SPA) within 2000m of the study site:

0

Database searched and no data found.

8.5 Records of Ramsar sites within 2000m of the study site:

0

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 54 8.6 Records of Ancient Woodland within 2000m of the study site:

5

The following records of Designated Ancient Woodland provided by Natural England/Natural Resources Wales are represented as polygons on the Designated Environmentally Sensitive Sites Map:

Distance ID Direction Ancient Woodland Name Data Source (m) Not Ancient & Semi-Natural 1470 E Unknown shown Woodland Not Ancient & Semi-Natural 1644 NE BIRCH WOOD shown Woodland Not Ancient & Semi-Natural 1685 E Unknown shown Woodland Not Ancient & Semi-Natural 1908 NE BIRCH WOOD shown Woodland Not Ancient & Semi-Natural 1967 NE Unknown shown Woodland

8.7 Records of Local Nature Reserves (LNR) within 2000m of the study site:

5

The following Local Nature Reserve (LNR) records provided by Natural England/Natural Resources Wales are represented as polygons on the Designated Environmentally Sensitive Sites Map:

Distance ID Direction LNR Name Data Source (m) 2 1062 SE Stockwood Open Space Natural England Not 1639 NE Avon Valley Woodland Natural England shown Not 1698 E Avon Valley Woodland Natural England shown Not 1913 NE Avon Valley Woodland Natural England shown Not 1953 E Avon Valley Woodland Natural England shown

8.8 Records of World Heritage Sites within 2000m of the study site:

0

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 55 8.9 Records of Environmentally Sensitive Areas within 2000m of the study site:

0

Database searched and no data found.

8.10 Records of Areas of Outstanding Natural Beauty (AONB) within 2000m of the study site:

0

Database searched and no data found.

8.11 Records of National Parks (NP) within 2000m of the study site:

0

Database searched and no data found.

8.12 Records of Nitrate Sensitive Areas within 2000m of the study site:

0

Database searched and no data found.

8.13 Records of Nitrate Vulnerable Zones within 2000m of the study site:

0

Database searched and no data found.

8.14 Records of Green Belt land within 2000m of the study site:

6

Green Belt data contains Ordnance Survey data © Crown copyright and database right [2015].

ID Distance Direction Green Belt Name Local Authority Name 12 465 S Bristol and Bath Greenbelt City of Britsol (B) 13 813 E Bristol and Bath Greenbelt City of Britsol (B) Not 1514 E Bristol and Bath Greenbelt Bath and North East Somerset shown 15 1564 SE Bristol and Bath Greenbelt Bath and North East Somerset Not 1635 E Bristol and Bath Greenbelt South Gloucestershire shown

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 56 Not 1892 SE Bristol and Bath Greenbelt City of Britsol (B) shown

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 57 9. Natural Hazards Findings

9.1 Detailed BGS GeoSure Data

BGS GeoSure Data has been searched to 50m. The data is included in tabular format. If you require further information on geology and ground stability, please obtain a Groundsure Geo Insight, available from our website. The following information has been found:

9.1.1 Shrink Swell

Maximum Shrink-Swell** hazard rating identified on the study site Very Low

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Ground conditions predominantly low plasticity. No special actions required to avoid problems due to shrink-swell clays. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with shrink-swell clays.

9.1.2 Landslides

Maximum Landslide* hazard rating identified on the study site Low

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Possibility of slope instability problems after major changes in ground conditions. Consideration should be given to stability if changes to drainage or excavations take place. Possible increase in construction cost to reduce potential slope stability problems. Existing property no significant increase in insurance risk due to natural slope instability problems.

9.1.3 Soluble Rocks

Maximum Soluble Rocks* hazard rating identified on the study site Negligible

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Soluble rocks are present, but unlikely to cause problems except under exceptional conditions. No special actions required to avoid problems due to soluble rocks. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with soluble rocks.

* This indicates an automatically generated 50m buffer and site.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 58 9.1.4 Compressible Ground

Maximum Compressible Ground* hazard rating identified on the study site Moderate

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Significant potential for compressibility problems. Avoid large differential loadings of ground. Do not drain or de-water ground near the property without technical advice. For new build consider possibility of compressible ground in ground investigation, construction and building design. Consider effects of groundwater changes. Extra construction costs are likely. For existing property possible increase in insurance risk from compressibility, especially if water conditions or loading of the ground change significantly.

9.1.5 Collapsible Rocks

Maximum Collapsible Rocks* hazard rating identified on the study site Very Low

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Deposits with potential to collapse when loaded and saturated are unlikely to be present. No special ground investigation required or increased construction costs or increased financial risk due to potential problems with collapsible deposits.

9.1.6 Running Sand

Maximum Running Sand** hazard rating identified on the study site Low

The following natural subsidence information provided by the British Geological Survey is not represented on mapping:

Hazard Possibility of running sand problems after major changes in ground conditions. Normal maintenance to avoid leakage of water-bearing services or water bodies (ponds, swimming pools) should reduce likelihood of problems due to running sand. For new build consider possibility of running sand into trenches or excavations if water table is high or sandy strata are exposed to water. Avoid concentrated water inputs to site. Unlikely to be an increase in construction costs due to potential for running sand. For existing property no significant increase in insurance risk due to running sand problems is likely.

* This indicates an automatically generated 50m buffer and site.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 59 9.2 Radon

9.2.1 Radon Affected Areas

Is the property in a Radon Affected Area as defined by the Health Protection Agency (HPA) and if so what percentage of homes are above the Action Level? The site is not in a Radon Affected Area, as less than 1% of properties are above the Action Level.

The radon data in this report is supplied by the BGS/Public Health England and is the definitive map of Radon Affected Areas in Great Britain and Northern Ireland. The dataset was created using long-term radon measurements in over 479,000 homes across Great Britain and 23,000 homes across Northern Ireland, combined with geological data. The dataset is considered accurate to 50m to allow for the margin of error in geological lines, and the findings of this report supercede any answer given in the less accurate Indicative Atlas of Radon in Great Britain, which simplifies the data to give the highest risk within any given 1km grid square. As such, the radon atlas is considered indicative, whereas the data given in this report is considered definitive.

9.2.2 Radon Protection

Is the property in an area where Radon Protection are required for new properties or extensions to existing ones as described in publication BR211 by the Building Research Establishment? No radon protective measures are necessary.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 60 10. Mining

10.1 Coal Mining

Coal mining areas within 75m of the study site Identified

The following coal mining information provided by the Coal Authority is not represented on Mapping:

Distanc Direction Details e (m) 0 On Site The site lies in or in proximity to the coal mining reporting area as defined by the Coal Authority

10.2 Non-Coal Mining

Non-Coal Mining areas within 50m of the study site boundary None identified

Database searched and no data found.

10.3 Brine Affected Areas

Brine affected areas within 75m of the study site None identified Guidance: No Guidance Required.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 61 Contact Details

CENTREMAPS Telephone: 01886 832972 [email protected] Open Space, Upper Interfields, Malvern, Worcester, WR14 1UT

British Geological Survey Enquiries Kingsley Dunham Centre Keyworth, Nottingham NG12 5GG Tel: 0115 936 3143. Fax: 0115 936 3276. Email: Web:www.bgs.ac.uk BGS Geological Hazards Reports and general geological enquiries: [email protected] Environment Agency National Customer Contact Centre, PO Box 544 Rotherham, S60 1BY Tel: 03708 506 506 Web: www.environment-agency.gov.uk Email: [email protected]

Public Health England Public information access office Public Health England, Wellington House 133-155 Waterloo Road, London, SE1 8UG www.gov.uk/phe Email:[email protected] Main switchboard: 020 7654 8000

The Coal Authority 200 Lichfield Lane Mansfield Notts NG18 4RG Tel: 0345 7626 848 DX 716176 Mansfield 5 www.coal.gov.uk

Ordnance Survey Adanac Drive, Southampton SO16 0AS Tel: 08456 050505

Local Authority Authority: Bristol City Council Phone: 0117 922 2000 Web: http://www.bristol.gov.uk/ Address: The Council House, College Green, Bristol, BS1 5TR Gemapping PLC Virginia Villas, High Street, Hartley Witney, Hampshire RG27 8NW Tel: 01252 845444

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 62 Acknowledgements: Site of Special Scientific Interest, National Nature Reserve, Ramsar Site, Special Protection Area, Special Area of Conservation data is provided by, and used with the permission of, Natural England/Natural Resources Wales who retain the Copyright and Intellectual Property Rights for the data. PointX © Database Right/Copyright, Thomson Directories Limited © Copyright Link Interchange Network Limited © Database Right/Copyright and Ordnance Survey © Crown Copyright and/or Database Right. All Rights Reserved. Licence Number [03421028]. This report has been prepared in accordance with the Groundsure Ltd standard Terms and Conditions of business for work of this nature.

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 63 Standard Terms and Conditions

Groundsure's Terms and Conditions can be viewed online at this link: https://www.groundsure.com/terms-and-conditions-feb11-2019

Report Reference: CMAPS-CM-838435-13238-011119EDR Client Reference: 13238 64 CENTREMAPS Report Reference: CMAPS-CM-838435-13238- 011119GEO Open Space, Upper Interfields, Worcester, WR14 1UT Your Reference: 13238

Report Date 1 Nov 2019

Report Delivery Email - pdf Method:

Geo Insight

Address: Land at 30 Callington Road, BS4 5BP

Dear Sir/ Madam,

Thank you for placing your order with Groundsure. Please find enclosed the Groundsure Geo Insight as requested.

If you need any further assistance, please do not hesitate to contact our helpline on 01886 832972 quoting the above CENTREMAPS reference number.

Yours faithfully,

CENTREMAPS

Enc. Groundsure Geo Insight Geo Insight

Address: Land at 30 Callington Road, BS4 5BP

Date: 1 Nov 2019

Reference: CMAPS-CM-838435-13238-011119GEO

Client: CENTREMAPS

NW N NE

W E

SW S SE Aerial Photograph Capture date: 14-Jun-2017 Grid Reference: 361889,170459 Site Size: 0.0348ha Contents Page Contents Page...... 3 Overview of Findings...... 5 1:10,000 Scale Availability...... 8 Availability of 1:10,000 Scale Geology Mapping...... 9 1 Geology (1:10,000 scale)...... 10 1.1 Artificial Ground map (1:10,000 scale)...... 10 1. Geology 1:10,000 scale...... 11 1.1 Artificial Ground...... 11 1.2 Superficial Deposits and Landslips map (1:10,000 scale)...... 12 1.2 Superficial Deposits and Landslips...... 13 1.2.1 Superficial Deposits/ Drift Geology...... 13 1.2.2 Landslip...... 13 1.3 Bedrock and linear features map (1:10,000 scale)...... 14 1.3 Bedrock and linear features...... 15 1.3.1 Bedrock/ Solid Geology...... 15 1.3.2 Linear features...... 15 2 Geology 1:50,000 Scale...... 17 2.1 Artificial Ground map...... 17 2. Geology 1:50,000 scale...... 18 2.1 Artificial Ground...... 18 2.1.1 Artificial/ Made Ground ...... 18 2.1.2 Permeability of Artificial Ground...... 18 2.2 Superficial Deposits and Landslips map (1:50,000 scale)...... 19 2.2 Superficial Deposits and Landslips...... 20 2.2.1 Superficial Deposits/ Drift Geology...... 20 2.2.2 Permeability of Superficial Ground ...... 20 2.2.3 Landslip...... 20 2.2.4 Landslip Permeability...... 20 2.3 Bedrock and linear features map (1:50,000 scale)...... 21 2.3 Bedrock, Solid Geology & linear features...... 22 2.3.1 Bedrock/Solid Geology...... 22 2.3.2 Permeability of Bedrock Ground...... 23 2.3.3 Linear features...... 23 3 Radon Data...... 24 3.1 Radon Affected Areas...... 24 3.2 Radon Protection...... 24 4 Ground Workings map...... 25 4 Ground Workings...... 26 4.1 Historical Surface Ground Working Features derived from Historical Mapping...... 26 4.2 Historical Underground Working Features derived from Historical Mapping...... 27 4.3 Current Ground Workings...... 27 5 Mining, Extraction & Natural Cavities...... 29 5.1 Historical Mining...... 29 5.2 Coal Mining...... 29 5.3 Johnson Poole and Bloomer...... 29 5.4 Non-Coal Mining...... 29 5.5 Non-Coal Mining Cavities...... 30 5.6 Natural Cavities...... 30 5.7 Brine Extraction...... 30 5.8 Gypsum Extraction...... 30 5.9 Cornwall and Devon Metalliferous Mining...... 30 5.10 Clay Mining...... 31 6 Natural Ground Subsidence...... 32 6.1 Shrink-Swell Clay map...... 32 6.2 Landslides map...... 33 6.3 Ground Dissolution of Soluble Rocks map...... 34 6.4 Compressible Deposits map...... 35 6.5 Collapsible Deposits map...... 36 6.6 Running Sand map...... 37

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 3 6 Natural Ground Subsidence...... 38 6.1 Shrink-Swell Clays...... 38 6.2 Landslides...... 38 6.3 Ground Dissolution of Soluble Rocks...... 39 6.4 Compressible Deposits...... 39 6.5 Collapsible Deposits...... 39 6.6 Running Sands...... 40 7 Borehole Records...... 42 8 Estimated Background Soil Chemistry...... 43 9 Railways and Tunnels map...... 44 9 Railways and Tunnels...... 45 9.1 Tunnels ...... 45 9.2 Historical Railway and Tunnel Features ...... 45 9.3 Historical Railways...... 46 9.4 Active Railways...... 46 9.5 Railway Projects...... 46

Report Reference: CMAPS-CM-838435-13238-011119GEO 13238 4 Overview of Findings The Groundsure Geo Insight provides high quality geo-environmental information that allows geo- environmental professionals and their clients to make informed decisions and be forewarned of potential ground instability problems that may affect the ground investigation, foundation design and possibly remediation options that could lead to possible additional costs. The report is based on the BGS 1:50,000 and 1:10,000 Digital Geological Map of Great Britain, BGS Geosure data; BRITPITS database; Non-coal mining data and Borehole Records, Coal Authority data including brine extraction areas, PBA non-coal mining and natural cavities database, Johnson Poole and Bloomer mining data and Groundsure's unique database including historical surface ground and underground workings. For further details on each dataset, please refer to each individual section in the report as listed. Where the database has been searched a numerical result will be recorded. Where the database has not been searched '-' will be recorded.

Section 1: Geology 1:10,000 Scale

1.1 Artificial Ground 1.1 Is there any Artificial Ground/ Made Ground present beneath No the study site at 1:10,000 scale?

1.2 Superficial 1.2.1 Is there any Superficial Ground/Drift Geology present beneath Geology and Yes Landslips the study site at 1:10,000 scale?*

1.2.2 Are there any records of landslip within 500m of the study site No boundary at 1:10,000 scale?

1.3 Bedrock, Solid 1.3.1 For records of Bedrock and Solid Geology beneath the study Geology and linear site* see the detailed findings section. features 1.3.2 Are there any records of linear features within 500m of the Yes study site boundary at 1:10,000 scale?

Section 2: Geology 1:50,000 Scale

2.1 Artificial Ground 2.1.1 Is there any Artificial Ground/ Made Ground present beneath No the study site?

2.1.2 Are there any records relating to permeability of artificial No ground within the study site*boundary?

2.2.1 Is there any Superficial Ground/Drift Geology present beneath 2.2 Superficial Yes Geology and the study site?* Landslips 2.2.2 Are there any records of permeability of superficial ground Yes within 500m of the study site?

2.2.3 Are there any records of landslip within 500m of the study site No boundary?

2.2.4 Are there any records relating to permeability of landslips No within the study site* boundary?

Report Reference: CMAPS-CM-838435-13238-011119GEO 13238 5 Section 2: Geology 1:50,000 Scale

2.3 Bedrock, Solid Geology and linear 2.3.1 For records of Bedrock and Solid Geology beneath the study features site* see the detailed findings section.

2.3.2 Are there any records relating to permeability of bedrock Yes ground within the study site boundary?

2.3.3 Are there any records of linear features within 500m of the Yes study site boundary?

Section 3: Radon

3. Radon 3.1Is the property in a Radon Affected Area as defined by the Health The property is not in a Radon Affected Protection Agency (HPA) and if so what percentage of homes are Area, as less than 1% of properties are above the Action Level? above the Action Level.

No radon protective measures are 3.2Radon Protection necessary.

Section 4: Ground Workings On-site 0-50m 51-250 251-500 501-1000

4.1 Historical Surface Ground Working Features from Small Not Not 0 0 18 Scale Mapping Searched Searched

4.2 Historical Underground Workings from Small Scale Mapping 0 0 0 0 0

4.3 Current Ground Workings 0 0 0 1 3

Section 5: Mining, Extraction & Natural Cavities On-site 0-50m 51-250 251-500 501-1000

5.1 Historical Mining 0 0 0 0 0

5.2 Coal Mining 1 0 0 0 0

5.3 Johnson Poole and Bloomer Mining Area 0 0 0 0 0

5.4 Non-Coal Mining* 0 0 0 0 0

5.5 Non–Coal Mining Cavities 0 0 0 0 0

5.5 Natural Cavities 0 0 0 0 0

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 6 Section 5: Mining, Extraction & Natural Cavities On-site 0-50m 51-250 251-500 501-1000

5.6 Brine Extraction 0 0 0 0 0

5.7 Gypsum Extraction 0 0 0 0 0

5.8 Cornwall and Devon Metalliferous Mining 0 0 0 0 0

5.9 Clay Mining 0 0 0 0 0

Section 6: Natural Ground Subsidence On-site

6.1 Shrink-Swell Clay Very Low

6.2 Landslides Low

6.3 Ground Dissolution of Soluble Rocks Negligible

6.4 Compressible Deposits Moderate

6.5 Collapsible Deposits Very Low

6.5 Running Sand Low

Section 7: Borehole Records On-site 0-50m 51-250

7 BGS Recorded Boreholes 0 0 0

Section 8: Estimated Background Soil Chemistry On-site 0-50m 51-250

8 Records of Background Soil Chemistry 2 2 0

Section 9: Railways and Tunnels On-site 0-50m 51-250 250-500

9.1 Tunnels 0 0 0 Not Searched

9.2 Historical Railway and Tunnel Features 0 0 0 Not Searched

9.3 Historical Railways 0 0 0 Not Searched

9.4 Active Railways 0 0 0 Not Searched

9.5 Railway Projects 0 0 0 0

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 7 1:10,000 Scale Availability

NW N NE

W E

S SW SE

1_10,000 Availability Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 8 Availability of 1:10,000 Scale Geology Mapping The following information represents the availability of the key components of the 1:10,000 scale geological data.

Artificial ID Distance Superficial Coverage Bedrock Coverage Mass Movement Coverage Coverage Some deposits 1 0.0 Full Full No coverage are mapped Some deposits 2 437.0 Full Full Some deposits are mapped are mapped Some deposits N3 1880.0 Full Full Some deposits are mapped are mapped Some deposits N4 1938.0 Full Full Some deposits are mapped are mapped

Guidance: The 1:10,000 scale geological interpretation is the most detailed generally available from BGS and is the scale at which most geological surveying is carried out in the field. The database is presented as four types of geology (artificial, mass movement, superficial and bedrock), although not all themes are mapped or available on every map sheet. Therefore a coverage layer showing the availability of the four themes is presented above.

The definitions of coverage are as follows:

Geology Full Coverage Partial Coverage No Coverage Bedrock The whole tile has been Some but not all the tile has No coverage mapped been mapped Superficial The whole tile has been Some but not all of the tile has No coverage mapped been mapped Artificial Some deposits are mapped on - No deposits are mapped this tile Mass Movement Some deposits are mapped on - No coverage this tile

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 9 1 Geology (1:10,000 scale). 1.1 Artificial Ground map (1:10,000 scale) NW N NE

W E

S SW SE

Artificial Ground Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 10 1. Geology 1:10,000 scale

1.1 Artificial Ground

The following geological information represented on the mapping is derived from 1:10,000 scale BGS Geological mapping.

Are there any records of Artificial/ Made Ground within 500m of the study site boundary at 1:10,000 scale? Yes

ID Distance Direction LEX Code Description Rock Description 1 208.0 SE MGR-ARTDP Made Ground (Undivided) Artificial Deposit 2 230.0 SW MGR-ARTDP Made Ground (Undivided) Artificial Deposit 3 230.0 W WGR-VOID Worked Ground (Undivided) Void 4 449.0 NW WGR-VOID Worked Ground (Undivided) Void

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 11 1.2 Superficial Deposits and Landslips map (1:10,000 scale) NW N NE

W E

S SW SE

Artificial Ground Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 12 1.2 Superficial Deposits and Landslips The following geological information represented on the mapping is derived from 1:10,000 scale BGS Geological mapping 1.2.1 Superficial Deposits/ Drift Geology

Are there any records of Superficial Deposits/ Drift Geology within 500m of the study site boundary at 1:10,000 scale? Yes

Distance ID Direction LEX Code Description Rock Description (m) 1 0.0 On Site ALV-XCZ Alluvium - Clay And Silt Clay And Silt 2 499.0 S ALV-XCZSV Alluvium - Clay, Silt, Sand And Gravel Clay, Silt, Sand And Gravel

1.2.2 Landslip

Are there any records of Landslip within 500m of the study site boundary at 1:10,000 scale?

No

Database searched and no data found. The geology map for the site and surrounding area are extracted from the BGS Digital Geological Map of Great Britain at 1:10,000 scale

This Geology shows the main components as discrete layers, these are: Artificial / Made Ground, Superficial / Drift Geology and Landslips. These are all displayed with the BGS Lexicon code for the rock unit and BGS sheet number. Not all of the main geological components have nationwide coverage.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 13 1.3 Bedrock and linear features map (1:10,000 scale) NW N NE

W E

S SW SE

Bedrock and linear features Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 14 1.3 Bedrock and linear features The following geological information represented on the mapping is derived from 1:10,000 scale BGS Geological mapping. 1.3.1 Bedrock/ Solid Geology

Records of Bedrock/Solid Geology within 500m of the study site boundary at 1:10,000 scale.

Distance ID Direction LEX Code Description Rock Age (m) 1 0.0 On Site RAD-MDST Radstock Member - Mudstone Westphalian D Sub-age 2 75.0 S RAD-SDST Radstock Member - Sandstone Westphalian D Sub-age Farrington Member And Barren Red Member 3 107.0 NE FABR-MDST Westphalian D Sub-age (undifferentiated) - Mudstone 4 110.0 SE RESA-SDST Redcliffe Sandstone Member - Sandstone Triassic Period 5 127.0 S RAD-MDST Radstock Member - Mudstone Westphalian D Sub-age Farrington Member And Barren Red Member 6 225.0 N FABR-SDST Westphalian D Sub-age (undifferentiated) - Sandstone 7 251.0 SE RAD-MDST Radstock Member - Mudstone Westphalian D Sub-age 8 272.0 NW RESA-SDST Redcliffe Sandstone Member - Sandstone Triassic Period 9E 312.0 SE RAD-MDST Radstock Member - Mudstone Westphalian D Sub-age Farrington Member And Barren Red Member 10 334.0 E FABR-MDST Westphalian D Sub-age (undifferentiated) - Mudstone Farrington Member And Barren Red Member 11 352.0 N FABR-MDST Westphalian D Sub-age (undifferentiated) - Mudstone 12 437.0 S RAD-MDST Radstock Member - Mudstone Westphalian D Sub-age 13A 453.0 S RAD-MDST Radstock Member - Mudstone Westphalian D Sub-age 14 464.0 S RESA-SDST Redcliffe Sandstone Member - Sandstone Triassic Period 15 481.0 SW RAD-MDST Radstock Member - Mudstone Westphalian D Sub-age 16 490.0 SW MMG-MDST Mercia Mudstone Group - Mudstone Rhaetian Age - Early Triassic Epoch 17 497.0 SW RAD-MDST Radstock Member - Mudstone Westphalian D Sub-age

1.3.2 Linear features

Are there any records of linear features within 500m of the study site boundary at 1:10,000 scale? Yes

ID Distance (m) Direction Category Description Feature Description 39 0.0 On Site ROCK Coal seam, inferred 40 8.0 S ROCK Coal seam, inferred Coal seam, inferred coincident with bedrock 41 107.0 NE ROCK geology boundary 42 217.0 W ROCK Coal seam, observed Coal seam, observed coincident with bedrock 43 231.0 NE ROCK geology boundary 44 271.0 SE FAULT Normal fault, inferred

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 15 ID Distance (m) Direction Category Description Feature Description 45D 280.0 E ROCK Coal seam, inferred 46D 299.0 E ROCK Coal seam, inferred Coal seam, inferred coincident with bedrock 47 334.0 E ROCK geology boundary 48 377.0 E FAULT Normal fault, inferred 49 378.0 N ROCK Coal seam, inferred 50E 408.0 S ROCK Coal seam, inferred 51 434.0 NE FAULT Normal fault, inferred 52 443.0 S ROCK Coal seam, inferred 53 453.0 S FAULT Normal fault, observed

The geology map for the site and surrounding area are extracted from the BGS Digital Geological Map of great Britain at 1:10,000 scale.

This Geology shows the main components as discrete layers, these are: Bedrock/ Solid Geology and linear features such as faults. These are all displayed with the BGS Lexicon code for the rock unit and BGS sheet number. Not all of the main geological components have nationwide coverage.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 16 2 Geology 1:50,000 Scale 2.1 Artificial Ground map

NW N NE

W E

S SW SE

© Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 17 2. Geology 1:50,000 scale

2.1 Artificial Ground

The following geological information represented on the mapping is derived from 1:50,000 scale BGS Geological mapping, Sheet No: 264 2.1.1 Artificial/ Made Ground

Are there any records of Artificial/ Made Ground within 500m of the study site boundary? Yes

Distance ID Direction LEX Code Description Rock Description (m) 1 190.0 SE MGR-ARTDP MADE GROUND (UNDIVIDED) ARTIFICIAL DEPOSIT 2 244.0 W WGR-VOID WORKED GROUND (UNDIVIDED) VOID 3 248.0 W MGR-ARTDP MADE GROUND (UNDIVIDED) ARTIFICIAL DEPOSIT

2.1.2 Permeability of Artificial Ground

Are there any records relating to permeability of artificial ground within the study site boundary? No

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 18 2.2 Superficial Deposits and Landslips map (1:50,000 scale) NW N NE

W E

S SW SE

© Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 19 2.2 Superficial Deposits and Landslips 2.2.1 Superficial Deposits/ Drift Geology

Are there any records of Superficial Deposits/ Drift Geology within 500m of the study site boundary? Yes

ID Distance Direction LEX Code Description Rock Description CLAY, SILT, SAND 1 0.0 On Site ALV-XCZSV ALLUVIUM AND GRAVEL CLAY, SILT, SAND 2 499.0 S ALV-XCZSV ALLUVIUM AND GRAVEL

2.2.2 Permeability of Superficial Ground

Are there any records relating to permeability of superficial ground within the study site boundary? Yes

Distance (m) Direction Flow Type Maximum Permeability Minimum Permeability 0.0 On Site Intergranular High Very Low

2.2.3 Landslip

Are there any records of Landslip within 500m of the study site boundary? No

Database searched and no data found. The geology map for the site and surrounding area are extracted from the BGS Digital Geological Map of Great Britain at 1:50,000 scale.

This Geology shows the main components as discrete layers, there are: Artificial/ Made Ground, Superficial/ Drift Geology and Landslips. These are all displayed with the BGS Lexicon code for the rock unit and BGS sheet number. Not all of the main geological components have nationwide coverage.

2.2.4 Landslip Permeability

Are there any records relating to permeability of landslips within the study site boundary? No

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 20 2.3 Bedrock and linear features map (1:50,000 scale) NW N NE

W E

S SW SE

© Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 21 2.3 Bedrock, Solid Geology & linear features The following geological information represented on the mapping is derived from 1:50,000 scale BGS Geological mapping, Sheet No: 264 2.3.1 Bedrock/Solid Geology

Records of Bedrock/Solid Geology within 500m of the study site boundary:

ID Distance Direction LEX Code Rock Description Rock Age RADSTOCK MEMBER - MUDSTONE, 1B 0.0 On Site RAD-MDSS WESTPHALIAN SILTSTONE AND SANDSTONE 2 75.0 S RAD-SDST RADSTOCK MEMBER - SANDSTONE WESTPHALIAN FARRINGTON MEMBER AND BARREN RED MEMBER 3 107.0 NE FABR-MDSS WESTPHALIAN (UNDIFFERENTIATED) - MUDSTONE, SILTSTONE AND SANDSTONE REDCLIFFE SANDSTONE MEMBER - 4 110.0 SE RESA-SDST - SANDSTONE RADSTOCK MEMBER - MUDSTONE, 5 128.0 S RAD-MDSS WESTPHALIAN SILTSTONE AND SANDSTONE FARRINGTON MEMBER AND 6 225.0 N FABR-SDST BARREN RED MEMBER WESTPHALIAN (UNDIFFERENTIATED) - SANDSTONE RADSTOCK MEMBER - MUDSTONE, 7 251.0 SE RAD-MDSS WESTPHALIAN SILTSTONE AND SANDSTONE 8 272.0 SE RAD-SDST RADSTOCK MEMBER - SANDSTONE WESTPHALIAN REDCLIFFE SANDSTONE MEMBER - 9 272.0 NW RESA-SDST - SANDSTONE RADSTOCK MEMBER - MUDSTONE, 10 272.0 SE RAD-MDSS WESTPHALIAN SILTSTONE AND SANDSTONE 11 288.0 SE RAD-SDST RADSTOCK MEMBER - SANDSTONE WESTPHALIAN RADSTOCK MEMBER - MUDSTONE, 12 312.0 SE RAD-MDSS WESTPHALIAN SILTSTONE AND SANDSTONE FARRINGTON MEMBER AND BARREN RED MEMBER 13 333.0 E FABR-MDSS WESTPHALIAN (UNDIFFERENTIATED) - MUDSTONE, SILTSTONE AND SANDSTONE FARRINGTON MEMBER AND BARREN RED MEMBER 14D 352.0 N FABR-MDSS WESTPHALIAN (UNDIFFERENTIATED) - MUDSTONE, SILTSTONE AND SANDSTONE RADSTOCK MEMBER - MUDSTONE, 15 386.0 S RAD-MDSS WESTPHALIAN SILTSTONE AND SANDSTONE FARRINGTON MEMBER AND 16 393.0 NE FABR-SDST BARREN RED MEMBER WESTPHALIAN (UNDIFFERENTIATED) - SANDSTONE FARRINGTON MEMBER AND 17 434.0 NE FABR-SDST BARREN RED MEMBER WESTPHALIAN (UNDIFFERENTIATED) - SANDSTONE RADSTOCK MEMBER - MUDSTONE, 18 481.0 SW RAD-MDSS WESTPHALIAN SILTSTONE AND SANDSTONE MERCIA MUDSTONE GROUP - 19 490.0 SW MMG-MDHA - MUDSTONE AND HALITE-STONE

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 22 2.3.2 Permeability of Bedrock Ground

Are there any records relating to permeability of bedrock ground within the study site boundary? Yes

Distanc Direction Flow Type Maximum Permeability Minimum Permeability e 0.0 On Site Fracture Moderate Low

2.3.3 Linear features

Are there any records of linear features within 500m of the study site boundary? Yes

ID Distance Direction Category Description Feature Description 33B 0.0 On Site ROCK Coal seam, inferred 34 9.0 S ROCK Coal seam, inferred 35 107.0 NE ROCK Coal seam, inferred 36 217.0 W ROCK Coal seam, observed 37 231.0 NE ROCK Coal seam, observed 38 272.0 SE FAULT Fault, inferred, displacement unknown 39 280.0 E ROCK Coal seam, inferred 40C 300.0 E ROCK Coal seam, inferred 41C 333.0 E ROCK Coal seam, inferred 42 378.0 N ROCK Coal seam, inferred 43 407.0 S ROCK Coal seam, inferred 44D 434.0 NE FAULT Fault, inferred, displacement unknown 45 442.0 S ROCK Coal seam, inferred 46 453.0 S FAULT Fault, observed, displacement unknown

The geology map for the site and surrounding area are extracted from the BGS Digital Geological Map of Great Britain at 1:50,000 scale.

This Geology shows the main components as discrete layers, these are: Bedrock/Solid Geology and linear features such as faults. These are all displayed with the BGS Lexicon code for the rock unit and BGS sheet number. Not all of the main geological components have nation wide coverage.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 23 3 Radon Data 3.1 Radon Affected Areas

Is the property in a Radon Affected Area as defined by the Health Protection Agency (HPA) and if so what percentage of homes are above the Action Level? The property is not in a Radon Affected Area, as less than 1% of properties are above the Action Level.

The radon data in this report is supplied by the BGS/Public Health England and is the definitive map of Radon Affected Areas in Great Britain and Northern Ireland. The dataset was created using long-term radon measurements in over 479,000 homes across Great Britain and 23,000 homes across Northern Ireland, combined with geological data. The dataset is considered accurate to 50m to allow for the margin of error in geological lines, and the findings of this report supercede any answer given in the less accurate Indicative Atlas of Radon in Great Britain, which simplifies the data to give the highest risk within any given 1km grid square. As such, the radon atlas is considered indicative, whereas the data given in this report is considered definitive.

3.2 Radon Protection

Is the property in an area where Radon Protection are required for new properties or extensions to existing ones as described in publication BR211 by the Building Research Establishment? No radon protective measures are necessary.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 24 4 Ground Workings map NW N NE

W E

S SW SE

Ground Workings Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 25 4 Ground Workings

4.1 Historical Surface Ground Working Features derived from Historical Mapping

This dataset is based on Groundsure's unique Historical Land Use Database derived from 1:10,560 and 1:10,000 scale historical mapping

Are there any Historical Surface Ground Working Features within 250m of the study site boundary? Yes

Distance ID Direction NGR Use Date (m) 362032 1A 198.0 NE Unspecified Ground Workings 1884 170624 362032 2A 198.0 NE Unspecified Ground Workings 1884 170624 362032 3A 198.0 NE Unspecified Ground Workings 1884 170624 362032 4A 198.0 NE Unspecified Ground Workings 1884 170624 361947 5B 216.0 S Unspecified Heap 1938 170218 361947 6B 216.0 S Unspecified Heap 1938 170218 361941 7B 219.0 S Unspecified Heap 1920 170212 361940 8B 219.0 S Unspecified Heap 1938 170212 361940 9B 219.0 S Unspecified Heap 1938 170212 361942 10B 220.0 S Unspecified Heap 1938 170211 361942 11B 220.0 S Unspecified Heap 1920 170211 361945 12B 221.0 S Unspecified Heap 1930 170211 361945 13B 221.0 S Unspecified Heap 1938 170211 361945 14B 221.0 S Unspecified Heap 1913 170211 361945 15B 221.0 S Unspecified Heap 1902 170211 361937 16 225.0 S Unspecified Heap 1938 170207 361693 17C 237.0 SW Unspecified Ground Workings 1938 170273 361693 18C 238.0 SW Unspecified Ground Workings 1930 170272

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 26 4.2 Historical Underground Working Features derived from Historical Mapping

This data is derived from the Groundsure unique Historical Land Use Database. It contains data derived from 1:10,000 and 1:10,560 historical Ordnance Survey Mapping and includes some natural topographical features (Shake Holes for example) as well as manmade features that may have implications for ground stability. Underground and mining features have been identified from surface features such as shafts. The distance that these extend underground is not shown.

Are there any Historical Underground Working Features within 1000m of the study site boundary? No

Database searched and no data found.

4.3 Current Ground Workings

This dataset is derived from the BGS BRITPITS database covering active; inactive mines; quarries; oil wells; gas wells and mineral wharves; and rail deposits throughout the British Isles.

Are there any BGS Current Ground Workings within 1000m of the study site boundary? Yes

The following Current Ground Workings information is provided by British Geological Survey:

Distanc Commodity ID Direction NGR Pit Name Type of working Status e (m) Produced Working is wholly underground, access by shaft, adit or drift. Working may be Not 361975 309.0 N Coal, Deep Brislington Pit termed Colliery, Mine, Drift Mine, Slant, Ceased shown 170775 Level, Adit or Ingoing Eye (Ingaun Ee - Scots) Working is wholly underground, access by shaft, adit or drift. Working may be Not 362465 629.0 SE Coal, Deep Brislington Pit termed Colliery, Mine, Drift Mine, Slant, Ceased shown 170165 Level, Adit or Ingoing Eye (Ingaun Ee - Scots) Working is wholly underground, access by shaft, adit or drift. Working may be Not 362625 778.0 E Coal, Deep Brislington Pit termed Colliery, Mine, Drift Mine, Slant, Ceased shown 170160 Level, Adit or Ingoing Eye (Ingaun Ee - Scots) A surface mineral working. It may be Not 362206 900.0 N Sandstone Rock termed Quarry, Sand Pit, Clay Pit or Ceased shown 171320 Opencast Coal Site

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 27 5 Mining, Extraction & Natural Cavities map

NW N NE

W E

SW S SE Mining, Extraction and © Crown copyright and database rights 2019. Natural Cavities Legend Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 28 5 Mining, Extraction & Natural Cavities

5.1 Historical Mining

This dataset is derived from Groundsure unique Historical Land-use Database that are indicative of mining or extraction activities.

Are there any Historical Mining areas within 1000m of the study site boundary? No

Database searched and no data found.

5.2 Coal Mining

This dataset provides information as to whether the study site lies within a known coal mining affected area as defined by the coal authority.

Are there any Coal Mining areas within 1000m of the study site boundary? Yes

The following Coal Mining information provided by the Coal Authority is not represented on Mapping:

Distance (m) Direction Details 0.0 On Site The site lies in or in proximity to the coal mining reporting area as defined by the Coal Authority

5.3 Johnson Poole and Bloomer

This dataset provides information as to whether the study site lies within an area where JPB hold information relating to mining.

Are there any JPB Mining areas within 1000m of the study site boundary? No

The following information provided by JPB is not represented on mapping: Database searched and no data found.

5.4 Non-Coal Mining

This dataset provides information as to whether the study site lies within an area which may have been subject to non-coal historic mining.

Are there any Non-Coal Mining areas within 1000m of the study site boundary? No

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 29 5.5 Non-Coal Mining Cavities

This dataset provides information from the Peter Brett Associates (PBA) mining cavities database (compiled for the national study entitled “Review of mining instability in Great Britain, 1990” PBA has also continued adding to this database) on mineral extraction by mining.

Are there any Non-Coal Mining cavities within 1000m of the study site boundary? No

Database searched and no data found.

5.6 Natural Cavities

This dataset provides information based on the Peter Brett Associates natural cavities database. The dataset is made up of points and polygons. Where polygons are used these represent an area in which it is expected the cavities could be found. It does not indicate that cavities are present everywhere within the polygon, and caution should be used in the interpretation of this data.

Are there any Natural Cavities within 1000m of the study site boundary? No

Database searched and no data found.

5.7 Brine Extraction

This data provides information from the Cheshire Brine Subsidence Compensation Board.

Are there any Brine Extraction areas within 1000m of the study site boundary? No

Database searched and no data found.

5.8 Gypsum Extraction

This dataset provides information on Gypsum extraction from British Gypsum records.

Are there any Gypsum Extraction areas within 1000m of the study site boundary? No

Database searched and no data found.

5.9 Cornwall and Devon Metalliferous Mining

This dataset provides information on metalliferous mining areas in Cornwall/Devon and is derived from records held by Mining Searches UK.

Are there any Cornwall and Devon Metalliferous Mining areas within 1000m of the study site boundary? No

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 30 5.10 Clay Mining

This dataset provides information on Kaolin and Ball Clay mining from relevant mining records.

Are there any Clay Mining areas within 1000m of the study site boundary? No

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 31 6 Natural Ground Subsidence 6.1 Shrink-Swell Clay map

NW N NE

W E

SW S SE Shrink Swell Clay Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 32 6.2 Landslides map

NW N NE

W E

SW S SE Landslides Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 33 6.3 Ground Dissolution of Soluble Rocks map

NW N NE

W E

SW S SE Ground Dissolution © Crown copyright and database rights 2019. Soluble Rocks Legend Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 34 6.4 Compressible Deposits map

NW N NE

W E

SW S SE Compressible Deposits Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 35 6.5 Collapsible Deposits map

NW N NE

W E

SW S SE Collapsible Deposits Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 36 6.6 Running Sand map

NW N NE

W E

SW S SE Running Sand Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 37 6 Natural Ground Subsidence

The National Ground Subsidence rating is obtained through the 6 natural ground stability hazard datasets, which are supplied by the British Geological Survey (BGS).

The following GeoSure data represented on the mapping is derived from the BGS Digital Geological map of Great Britain at 1:50,000 scale.

What is the maximum hazard rating of natural subsidence within the study site** boundary? Moderate 6.1 Shrink-Swell Clays

The following Shrink Swell information provided by the British Geological Survey:

Distance ID Direction Hazard Rating Details (m) Ground conditions predominantly low plasticity. No special actions required to avoid problems due to shrink-swell clays. No special ground 1 0.0 On Site Very Low investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with shrink-swell clays.

6.2 Landslides

The following Landslides information provided by the British Geological Survey:

Distance ID Direction Hazard Rating Details (m) Possibility of slope instability problems after major changes in ground conditions. Consideration should be given to stability if changes to drainage or excavations take place. 1 0.0 On Site Low Possible increase in construction cost to reduce potential slope stability problems. Existing property - no significant increase in insurance risk due to natural slope instability problems. Slope instability problems are unlikely to be present. No special actions required to avoid problems due to landslides. No special ground 2 2.0 W Very Low investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with landslides.

* This includes an automatically generated 50m buffer zone around the site

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 38 6.3 Ground Dissolution of Soluble Rocks

The following Ground Dissolution information provided by the British Geological Survey:

Distance ID Direction Hazard Rating Details (m) Soluble rocks are present, but unlikely to cause problems except under exceptional conditions. No special actions required to avoid problems due to 1 0.0 On Site Negligible soluble rocks. No special ground investigation required, and increased construction costs or increased financial risks are unlikely due to potential problems with soluble rocks.

6.4 Compressible Deposits

The following Compressible Deposits information provided by the British Geological Survey:

Distance ID Direction Hazard Rating Details (m) No indicators for compressible deposits identified. No special actions required to avoid problems due to compressible deposits. No special ground investigation 1 0.0 On Site Negligible required, and increased construction costs or increased financial risks are unlikely due to potential problems with compressible deposits. Significant potential for compressibility problems. Avoid large differential loadings of ground. Do not drain or de-water ground near the property without technical advice. For new build - consider possibility of compressible ground in ground 2 0.0 On Site Moderate investigation, construction and building design. Consider effects of groundwater changes. Extra construction costs are likely. For existing property - possible increase in insurance risk from compressibility, especially if water conditions or loading of the ground change significantly.

6.5 Collapsible Deposits

The following Collapsible Rocks information provided by the British Geological Survey:

Distance ID Direction Hazard Rating Details (m) Deposits with potential to collapse when loaded and saturated are unlikely to be 1 0.0 On Site Very Low present. No special ground investigation required or increased construction costs or increased financial risk due to potential problems with collapsible deposits. No indicators for collapsible deposits identified. No actions required to avoid problems due to collapsible deposits. No special ground investigation required, or 2 0.0 On Site Negligible increased construction costs or increased financial risk due to potential problems with collapsible deposits.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 39 6.6 Running Sands

The following Running Sands information provided by the British Geological Survey:

Distance ID Direction Hazard Rating Details (m) Possibility of running sand problems after major changes in ground conditions. Normal maintenance to avoid leakage of water-bearing services or water bodies (ponds, swimming pools) should reduce likelihood of problems due to running sand. For new build - consider possibility of running sand into trenches or 1 0.0 On Site Low excavations if water table is high or sandy strata are exposed to water. Avoid concentrated water inputs to site. Unlikely to be an increase in construction costs due to potential for running sand. For existing property - no significant increase in insurance risk due to running sand problems is likely. No indicators for running sand identified. No special actions required to avoid problems due to running sand. No special ground investigation required, and 2 0.0 On Site Negligible increased construction costs or increased financial risks are unlikely due to potential problems with running sand.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 40 7 Borehole Records map

NW N NE

W E

SW S SE Borehole Records Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 41 7 Borehole Records

The systematic analysis of data extracted from the BGS Borehole Records database provides the following information.

Records of boreholes within 250m of the study site boundary: 0

Database searched and no data found.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 42 8 Estimated Background Soil Chemistry

Records of background estimated soil chemistry within 250m of the study site boundary: 4

For further information on how this data is calculated and limitations upon its use, please see the Groundsure Geo Insight User Guide, available on request.

Distance (m) Direction Sample Type Arsenic (As) Cadmium (Cd) Chromium (Cr) Nickel (Ni) Lead (Pb) 0.0 On Site Sediment 15 - 25 mg/kg <1.8 mg/kg 60 - 90 mg/kg 15 - 30 mg/kg <100 mg/kg 0.0 On Site Sediment 15 - 25 mg/kg <1.8 mg/kg 60 - 90 mg/kg 15 - 30 mg/kg <100 mg/kg 19.0 N Sediment 15 - 25 mg/kg <1.8 mg/kg 60 - 90 mg/kg 15 - 30 mg/kg <100 mg/kg 23.0 NE Sediment 15 - 25 mg/kg <1.8 mg/kg 60 - 90 mg/kg 15 - 30 mg/kg <100 mg/kg

*As this data is based upon underlying 1:50,000 scale geological information, a 50m buffer has been added to the search radius.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 43 9 Railways and Tunnels map

NW N NE

W E

SW S SE Railways and Tunnels Legend © Crown copyright and database rights 2019. Ordnance Survey licence 100035207. © OpenStreetMapContributors

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 44 9 Railways and Tunnels

9.1 Tunnels

This data is derived from OpenStreetMap and provides information on the possible locations of underground railway systems in the UK - the London Underground, the Tyne & Wear Metro and the Glasgow Subway.

Have any underground railway lines been identified within the study site boundary? No

Have any underground railway lines been identified within 250m of the study site boundary? No

Database searched and no data found.

Any records that have been identified are represented on the Railways and Tunnels map.

This data is derived from Ordnance Survey mapping and provides information on the possible locations of railway tunnels forming part of the UK overground railway network.

Have any other railway tunnels been identified within the site boundary? No

Have any other railway tunnels been identified within 250m of the site boundary? No

Database searched and no data found. Any records that have been identified are represented on the Railways and Tunnels map.

9.2 Historical Railway and Tunnel Features

This data is derived from Groundsure's unique Historical Land-use Database and contains features relating to tunnels, railway tracks or associated works that have been identified from historical Ordnance Survey mapping.

Have any historical railway or tunnel features been identified within the study site boundary? No

Have any historical railway or tunnel features been identified within 250m of the study site boundary? No

Database searched and no data found. Any records that have been identified are represented on the Railways and Tunnels map.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 45 9.3 Historical Railways

This data is derived from OpenStreetMap and provides information on the possible alignments of abandoned or dismantled railway lines in proximity to the study site.

Have any historical railway lines been identified within the study site boundary? No

Have any historical railway lines been identified within 250m of the study site boundary? No

Database searched and no data found. Multiple sections of the same track may be listed in the detail above Any records that have been identified are represented on the Railways and Tunnels map.

9.4 Active Railways

These datasets are derived from Ordnance Survey mapping and OpenStreetMap and provide information on the possible locations of active railway lines in proximity to the study site.

Have any active railway lines been identified within the study site boundary? No

Have any active railway lines been identified within 250m of the study site boundary? No

Database searched and no data found. Multiple sections of the same track may be listed in the detail above Any records that have been identified are represented on the Railways and Tunnels map.

9.5 Railway Projects

These datasets provide information on the location of large scale railway projects High Speed 2 and Crossrail 1 .

Is the study site within 5km of the route of the High Speed 2 rail project? No

Is the study site within 500m of the route of the Crossrail 1 rail project? No

Further information on proximity to these routes, the project construction status and associated works can be obtained through the purchase of a Groundsure HS2 and Crossrail 1 Report.

The route data has been digitised from publicly available maps by Groundsure. The route as provided relates to the Crossrail 1 project only, and does not include any details of the Crossrail 2 project, as final details of the route for Crossrail 2 are still under consultation.

Please note that this assessment takes account of both the original Phase 2b proposed route and the amended route proposed in 2016. As the Phase 2b route is still under consultation, Groundsure are providing information on both options until the final route is formally confirmed. Practitioners should take account of this uncertainty when advising clients.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 46 Contact Details

CENTREMAPS Telephone: 01886 832972 [email protected] Open Space, Upper Interfields, Malvern, Worcester, WR14 1UT

British Geological Survey Enquiries Kingsley Dunham Centre Keyworth, Nottingham NG12 5GG Tel: 0115 936 3143. Fax: 0115 936 3276. Email:[email protected] Web:www.bgs.ac.uk BGS Geological Hazards Reports and general geological enquiries British Gypsum British Gypsum Ltd East Leake Loughborough Leicestershire LE12 6HX

The Coal Authority 200 Lichfield Lane Mansfield Notts NG18 4RG Tel: 0345 7626 848 DX 716176 Mansfield 5 www.coal.gov.uk

Public Health England Public information access office Public Health England, Wellington House 133-155 Waterloo Road, London, SE1 8UG https://www.gov.uk/government/organisations/public-health- england Email: [email protected] Main switchboard: 020 7654 8000

Johnson Poole & Bloomer Limited Harris and Pearson Building, Brettel Lane Brierley Hill, West Midlands DY5 3LH Tel: +44 (0) 1384 262 000 Email:[email protected] Website: www.jpb.co.uk

Ordnance Survey Adanac Drive, Southampton SO16 0AS

Tel: 08456 050505 Website: http://www.ordnancesurvey.co.uk/

Getmapping PLC Virginia Villas, High Street, Hartley Witney, Hampshire RG27 8NW Tel: 01252 845444 Website:http://www1.getmapping.com/

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 47 Peter Brett Associates Caversham Bridge House Waterman Place Reading Berkshire RG1 8DN Tel: +44 (0)118 950 0761 E-mail:[email protected] Website:http://www.peterbrett.com/home

Acknowledgements: Ordnance Survey © Crown Copyright and/or Database Right. All Rights Reserved. Licence Number [03421028]. This report has been prepared in accordance with the Groundsure Ltd standard Terms and Conditions of business for work of this nature.

Report Reference: CMAPS-CM-838435-13238-011119GEO Client Reference: 13238 48 Standard Terms and Conditions Groundsure's Terms and Conditions can be viewed online at this link: https://www.groundsure.com/terms-and-conditions-feb11-2019

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1882- 1885 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1884- 1886 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1904 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1904 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1916 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1916 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1931 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1947 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1947 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1949- 1953 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1951- 1953 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1960 W E Scale: 1: 2, 500

S Printed at: 1: 2, 500

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1959- 1962 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1965- 1966 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1972- 1974 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1975- 1979 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1984- 1989 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1989- 1991 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1992 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1988- 1992 W E Scale: 1: 1, 250

S Printed at: 1: 2, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Lan d Lin e N Map date: 2003 W E Scale: 1: 1, 250

S Printed at: 1: 1, 250

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1883 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1883 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1884 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1884 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1887 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1902 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1902 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1913 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1920 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1920 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1930 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1938 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1938 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1938 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1938 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Co u n ty Ser ies N Map date: 1938 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: P ro vis io n al N Map date: 1953- 1955 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: P ro vis io n al N Map date: 1965- 1966 W E Scale: 1: 10, 560

S Printed at: 1: 10, 560

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1972- 1973 W E Scale: 1: 10, 000

S Printed at: 1: 10, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 1981- 1986 W E Scale: 1: 10, 000

S Printed at: 1: 10, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 2001 W E Scale: 1: 10, 000

S Printed at: 1: 10, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 2010 W E Scale: 1: 10, 000

S Printed at: 1: 10, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

Site Details:

Lan d at 30 Callin g to n Ro ad , BS4 5BP

Client Ref: 13238 Report Ref: CMAPS-CM-8 3 8 4 3 5 -1 3 2 3 8 -0 1 1 1 1 9 H IS Grid Ref: 3 6 1 8 8 9 , 17 0 4 5 9

Map Name: Natio n al Gr id N Map date: 2019 W E Scale: 1: 10, 000

S Printed at: 1: 10, 000

Produced by Groundsure Insights www.groundsure.com

Supplied by: www.centremapslive.com [email protected]

© Crown copyright and database rights 2018 Ordnance Survey 100035207 Production date: 01 Nove m be r 2019

Map legend available at: www.groundsure.com/sites/default/files/groundsure_legend.pdf

((7  #&(&89&(


•
  •     •
  
    !"#$%$ &"'&(&&")*+,#-.&  /012+)))0)3 44$4%&  55%/ '
 ' &!&&&")6",-.&   4 &430*602)

Notes: NOTE: Do not scale, use figured dimensions only. Confirm all dimensions on site prior to any off site - To the rear of the property is infilled manufacturing. land. N Dimensions are in millimetres and to structure unless stated otherwise. Report all discrepancies, conflicts or errors to architect prior -No tree or hedgerow is present in the to proceeding. whole propriety. Refer to structural engineers design for all load bearing elements, bracing, movement joints and below ground drainage. - For details about site clearence refer Refer to mechanical and electrical engineers design for all to ecological report. building services. All works to comply with relevant British Standards and Building Regulations. - In order to mitigate the visual impact This drawing and design is the property of 3bd LLP and is issued under license to the named recipient only. All of retaining walls, the rear patio is copyright law protecting design, artistic & literary work composed of three different levels. contained within this drawing remains.

- Retaining walls have to be built in sequences. Render on the visible surface.

- For boundary details ref to drg 235CR-CON-212.

External area to upstairs apartment Existing substation

External area to downstairs apartment

Vegetable garden area

Existing infilled land area: Existing infilled land area: proposed proposed lawn shared lawn Render retaining wall (on the visibile surface only)

Bark floor covering

- 3.05 - 2.13 Patio

Permeable paving slabs Entrance

Gravel Render retaining wall (on the visibile surface only) A Notes added 15/05/2019 Rev. Description Date

FOR DISCUSSION 3bd LLP architecture + design

c 2018 Permeable interlocking pavers - 3.05 RIBA Chartered Practice Entrance 13 Backfields Lane, Stokes Croft, Bristol. BS2 8QW www.3bd.co.uk t: 01173 707 380 e: [email protected] 0.00 Entrance Client Bike store below Permeable interlocking pavers Shane Chan

Project P

u b 30 Callington Road l i c

f o

o t Drawing Title p

a

t Proposed bin store h Permeable grasscrete pavers LANDSCAPING SCHEME

Drawing Number Rev. Callington Road 235CR- CON-212 A 1 LANDSCAPING SCHEME CON-212 SCALE: 1 : 200 Date Scale Drawn Chkd MAR 2019 1 : 200@ A3 AP DF Notes:

Do not scale, use figured dimensions only. Confirm all dimensions on site prior to any off site manufacturing. Dimensions are in millimetres and to structure unless stated otherwise. Report all discrepancies, conflicts or errors to architect prior to proceeding. Refer to structural engineers design for all load bearing elements, bracing, movement joints and below ground drainage. Refer to mechanical and electrical engineers design for all

Boundary building services. Boundary All works to comply with relevant British Standards and Building Regulations. Boundary This drawing and design is the property of 3bd LLP and is issued under license to the named recipient only. All copyright law protecting design, artistic & literary work 05 contained within this drawing remains.

01

07

01 02

07

2 Section AA 4 Section BB CON-213 SCALE: 1 : 50 CON-213 SCALE: 1 : 50

02

- 1.75

A - 3.05 - 2.13 A Patio

Entrance

05 Boundary 01 Key: Boundary 01. Proposed 1800mm high tongue and grooved wooden fence.

02. Existing timber fence to be retained.

03. Proposed 1100mm high brickwork wall.

Boundary 04. Concrete retaining wall, stone coping, provide metal mesh at the top, stone coping. E E 08 05. Proposed 1800mm high tongue and grooved wooden fence fixed to the concrete retaining wall. 04 B 06. Proposed 1100mm high brickwork wall on concrete retaining wall, render. B 03 07. Render retaining wall (on the visibile surface only). In order to mitigate the visual impact of retaining walls, the rear patio is 06 composed of three different levels.

08. 1100mm high stainless steel balustrade provided with B Notes added 15/05/201 04 vertical balusters set at 99mm max. Concrete retaining wall to 9 be redered, stone coping. A Layout amended 25/01/19 - 3.05 Rev. Description Date 01 Entrance FOR DISCUSSION 0.00 08 Entrance 3bd LLP 06 Architects C RIBA Chartered Practice c 2017 13 Backfields Lane, Stokes Croft, Bristol. BS2 8QW C www.3bdarchitects.com e: [email protected]

P 05 u t: 01173 707 380

b

l i c Client

f o

o

t p Shane Chan a D t h Project 3 Section CC 5 Section DD 6 Section EE CON-213 SCALE: 1 : 50 CON-213 SCALE: 1 : 50 CON-213 SCALE: 1 : 50 30 Callington Road

Drawing Title 03 Callington Road BOUNDARY TREATEMENTS D

Drawing Number Rev. 235CR- CON-213 B 1 SITE PLAN CON-213 SCALE: 1 : 100 Date Scale Drawn Chkd MAR 2019 As indicated@ A1 AP DF Notes:

Do not scale, use figured dimensions only. Confirm all dimensions on site prior to any off site manufacturing. Dimensions are in millimetres and to structure unless stated NOTE: otherwise. Report all discrepancies, conflicts or errors to architect prior to proceeding. Refer to structural engineers design for all load bearing - FOR WALL AND FLOOR SCHEDULES REFER TO DRG. 235CR-CON-210 elements, bracing, movement joints and below ground - FOR ROOF SCHEDULE REFER TO DRG. 235CR-CON-211 drainage. Refer to mechanical and electrical engineers design for all building services. All works to comply with relevant British Standards and Building Regulations. This drawing and design is the property of 3bd LLP and is issued under license to the named recipient only. All copyright law protecting design, artistic & literary work contained within this drawing remains. Boundary Boundary

R01

New square PPC galvanised New 1700mm high steel balustrade aluminium gutter and RWP: provided in accordance with the guidance 100mm, outlet: 63mm, flow given in Approved Document K. Shaped capacity 0.78 l/s. flanged louvres providing 80% screening min. To be installed to manufacturer's recommendations. EW2 W.05 W.06 1135 1135 New 1500x1135 double glazed New 1500x1135 double glazed aluminium window, to achieve min aluminium window, to achieve min U value: 1.6 W/m2, lintel to SE U value: 1.6 W/m2, lintel to SE requirements. requirements. 900 900 String course bricks Stone coping

New 1500x2100 fully glazed aluminium french door, to achieve min U-value:1.6 Render retaining wall (on the visibile W/m2, glazing to comply to part K4 surface only), colour tbc requirements, provide trickle ventilation of 8,000mm², seal and draught proof, lintel New 1500x1135 double glazed to SE requirements. aluminium window, to achieve min U value: 1.6 W/m2, lintel to SE 1135 W.01 requirements. FOR DISCUSSION D.07 EW1 New metal ventilation grilles on LLP external elevation for under floor ventilation 935 3bd Stone coping architecture + design RW Render retaining wall, colour tbc New 1700mm high timber fence RIBA Chartered Practice c 2018 13 Backfields Lane, Stokes Croft, Bristol. BS2 8QW www.3bd.co.uk t: 01173 707 380 e: [email protected]

New foundations to SE details RW New foundations to SE details Client Shane Chan

Project 30 Callington Road

Drawing Title PROPOSED NORTH ELEVATION Drawing Number Rev. 1 NORTH ELEVATION 240 SCALE: 1 : 50 235CR- 240

0 1m Date Scale Drawn Chkd NOV 2018 1 : 50@ A1 AP DF Notes:

Do not scale, use figured dimensions only. Confirm all dimensions on site prior to any off site manufacturing. Dimensions are in millimetres and to structure unless stated NOTE: otherwise. Report all discrepancies, conflicts or errors to architect prior to proceeding. Refer to structural engineers design for all load bearing - FOR WALL AND FLOOR SCHEDULES REFER TO DRG. 235CR-CON-210 elements, bracing, movement joints and below ground - FOR ROOF SCHEDULE REFER TO DRG. 235CR-CON-211 drainage. Refer to mechanical and electrical engineers design for all building services. All works to comply with relevant British Standards and Building Regulations. This drawing and design is the property of 3bd LLP and is issued under license to the named recipient only. All copyright law protecting design, artistic & literary work New full length ventilated SVP, contained within this drawing remains. terminating 900mm above any New square PPC galvanised opening and covered with a wire aluminium gutter and RWP: cage, seal penetration, insulate 100mm, outlet: 63mm, flow and box in internally, connect to capacity 0.78 l/s. new IC

R01

1100mm high steel balustrade provided EW2 with vertical balusters set at 99mm max in accordance with the guidance given in Approved Document K RW New 1700mm high steel balustrade provided in accordance with the guidance given in

Approved Document K. Shaped flanged 1700 louvres providing 80% screening min. To be installed to manufacturer's recommendations.

Ground floor level

FOR DISCUSSION 3bd LLP architecture + design Lower ground floor level RIBA Chartered Practice c 2018 13 Backfields Lane, Stokes Croft, Bristol. BS2 8QW www.3bd.co.uk t: 01173 707 380 e: [email protected]

Client Shane Chan

Project 30 Callington Road

Drawing Title PROPOSED EAST ELEVATION Drawing Number Rev. 1 EAST ELEVATION 235CR- 241 241 SCALE: 1 : 50

0 1m Date Scale Drawn Chkd NOV 2018 1 : 50@ A1 Author Checker Notes:

Do not scale, use figured dimensions only. Confirm all dimensions on site prior to any off site manufacturing. Dimensions are in millimetres and to structure unless stated NOTE: otherwise. Report all discrepancies, conflicts or errors to architect prior to proceeding. Refer to structural engineers design for all load bearing - FOR WALL AND FLOOR SCHEDULES REFER TO DRG. 235CR-CON-210 elements, bracing, movement joints and below ground - FOR ROOF SCHEDULE REFER TO DRG. 235CR-CON-211 drainage. Refer to mechanical and electrical engineers design for all building services. All works to comply with relevant British Standards and Building Regulations. This drawing and design is the property of 3bd LLP and is issued under license to the named recipient only. All copyright law protecting design, artistic & literary work contained within this drawing remains. Boundary

New full length ventilated SVP, terminating 900mm above any opening and covered with a wire cage, seal penetration, insulate and box in internally, connect to new IC

EW2 New 800x2100 half glazed timber single hinged door, provide trickle ventilation of 5,000mm², New 1500x1135 double glazed seal and draught proof, lintel to aluminium window, to achieve min SE requirements. U value: 1.6 W/m2, lintel to SE W.09 requirements. 1135 D.12 D.13

String course bricks 900 Ground floor level 1100mm high steel balustrade provided with vertical balusters set at 99mm max in accordance with the guidance Stone coping given in Approved Document K.

New foundation to SE details. EW1

Render retaining wall (on the FOR DISCUSSION visibile surface only), colour tbc 3bd LLP Lower ground floor level architecture + design RIBA Chartered Practice c 2018 13 Backfields Lane, Stokes Croft, Bristol. BS2 8QW New foundation to SE details. www.3bd.co.uk t: 01173 707 380 e: [email protected]

Client Shane Chan

Project 30 Callington Road

Drawing Title PROPOSED SOUTH ELEVATION Drawing Number Rev. 1 SOUTH ELEVATION 242 SCALE: 1 : 50 235CR- 242

0 1m Date Scale Drawn Chkd NOV 2018 1 : 50@ A1 AP DF Notes:

Do not scale, use figured dimensions only. Confirm all dimensions on site prior to any off site manufacturing. Dimensions are in millimetres and to structure unless stated NOTE: otherwise. Report all discrepancies, conflicts or errors to architect prior to proceeding. Refer to structural engineers design for all load bearing - FOR WALL AND FLOOR SCHEDULES REFER TO DRG. 235CR-CON-210 elements, bracing, movement joints and below ground - FOR ROOF SCHEDULE REFER TO DRG. 235CR-CON-211 drainage. Refer to mechanical and electrical engineers design for all building services. All works to comply with relevant British Standards and Building Regulations. This drawing and design is the property of 3bd LLP and is New 1500x1135 double glazed issued under license to the named recipient only. All copyright law protecting design, artistic & literary work New 1500x1135 double glazed aluminium window, to achieve min contained within this drawing remains. aluminium window, to achieve min U value: 1.6 W/m2, lintel to SE U value: 1.6 W/m2, lintel to SE requirements. requirements.

R01

New square PPC galvanised aluminium gutter and RWP: 100mm, outlet: 63mm, flow capacity 0.78 l/s.

1100mm high steel balustrade provided with vertical balusters set at 99mm max in accordance W.07 W.08 W.10 with the guidance 1135 1135 given in Approved Document K. EW2 900 900 Ground floor level

String course bricks Render retaining wall (on the visibile surface only), colour tbc

EW1 Stone coping W.02 W.03 1135 1135

D.06 FOR DISCUSSION

935 935 LLP Lower ground floor level

150 3bd RW architecture + design RIBA Chartered Practice c 2018

Foundations to SE details 13 Backfields Lane, Stokes Croft, Bristol. BS2 8QW www.3bd.co.uk t: 01173 707 380 e: [email protected]

Client Shane Chan

Project 30 Callington Road

Drawing Title PROPOSED WEST New 1500x1135 double glazed New 1500x1135 double glazed 1 WEST ELEVATION New 800x2100 half glazed timber single hinged ELEVATION aluminium window, to achieve min aluminium window, to achieve min 243 SCALE: 1 : 50 door, provide trickle ventilation of 8,000mm², Drawing Number U value: 1.6 W/m2, lintel to SE U value: 1.6 W/m2, lintel to SE Rev. seal and draught proof, lintel to SE requirements. requirements. requirements. 235CR- 243

Date Scale Drawn Chkd NOV 2018 1 : 50@ A1 Author Checker

((7!  #&(&8&&%&   


•
  •     •
  
    !"#$%$ &"'&(&&")*+,#-.&  /012+)))0)3 44$4%&  55%/ '
 ' &!&&&")6",-.&   4 &430*602)

Key:

Boreholes to 30m depth

Trench or series of Trial Pits

Approx. inferred outcrop of POT Seam, dipping South

Hand dug sampling

Additional pits for contamination testing, likely hand dug due to access restrictions.

Site Investigation Boundary

Scale = 1:500 (approx.) @ A3 Appendix F Proposed Investigation Locations Land at 30 Callington Road Brislington Bristol BS4 5BP Job No: 19115 February 2020

Adapted from 3db Architects drawing 235CR-100, November 2018.