E2

32.5 1988 1994 2001 2007

32

31.5

31 TG13/320B Water level (mAOD) level Water

30.5

30 Borehole dry Data missing Borehole dry Sand & Gravel/Crag borehole depth 16.5m (30.57mAOD) 1989-92 1995-97 29.5

4 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 4 5

8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 1 1 1

------

c c

n n n n n n n n n n n n n n n n n n n n n n n n n n n

e e

a a a a a a a a a a a a a a a a a a a a a a a a a a a

J J J J J J J J J J J J J J J J J J J J J J J J J J J

D D

Figure E1 – Groundwater levels in a Sand & Gravel/Crag observation borehole (TG13/320B) near Itteringham, to the north of (TG 1304 3215)

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E3

3 2001 2007

2.5

2

1.5 TG32/914 Water level (mAOD) level Water

1

0.5 Environment Agency WISKI database indicates: Depth = 30.38m below datum, and Datum = 3.59mAOD. 1995-7 0 Jan-93 Jan-94 Jan-95 Jan-96 Jan-97 Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Jan-13

Figure E2 – Groundwater levels in a Crag observation borehole (TG32/914) about 800m east of Catfield on New Road (TG 39378 21796)

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E4

3

1977 1981 1988 1994 2001 2007

2.5

2

1.5 Water level(mAOD)

1

0.5

TG32/760 Brunstead Hall 1973-4 1976 1989-92 1995-97

0 Jan 52 Jan 55 Jan 56 Jan 57 Jan 58 Jan 59 Jan 60 Jan 61 Jan 62 Jan 63 Jan 64 Jan 65 Jan 66 Jan 67 Jan 68 Jan 69 Jan 70 Jan 71 Jan 72 Jan 73 Jan 74 Jan 75 Jan 76 Jan 77 Jan 78 Jan 79 Jan 80 Jan 81 Jan 82 Jan 83 Jan 84 Jan 85 Jan 86 Jan 87 Jan 88 Jan 89 Jan 90 Jan 91 Jan 92 Jan 93 Jan 94 Jan 95 Jan 96 Jan 97 Jan 98 Jan 99 Jan 00 Jan 01 Jan 02 Jan 03 Jan 04 Jan 05 Jan 06 Jan 07 Jan 08 Jan 09 Jan 10 Jan Dec 52 Dec 53

Figure E3 – Groundwater levels in a Chalk observation borehole (TG32/760) to the north of (TG 3701 2681). Note the gap in data during 2001 is observed in many hydrographs and is due to the Foot & Mouth outbreak which prevented monitoring in many places during the period March – autumn 2001.

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E5

14.5

1988 1994 2001 2007

14

13.5

13 Water level (mAOD) level Water

12.5

12

1976 1989-92 1995-7 TG23/913 Melbourne House

11.5 Jan 70 Jan 71 Jan 72 Jan 73 Jan 74 Jan 75 Jan 76 Jan 77 Jan 78 Jan 79 Jan 80 Jan 81 Jan 82 Jan 83 Jan 84 Jan 85 Jan 86 Jan 87 Jan 88 Jan 89 Jan 90 Jan 91 Jan 92 Jan 93 Jan 94 Jan 95 Jan 96 Jan 97 Jan 98 Jan 99 Jan 00 Jan 01 Jan 02 Jan 03 Jan 04 Jan 05 Jan 06 Jan 07 Jan 08 Jan 09 Jan 10

Figure E4 – Groundwater levels in a Chalk observation borehole (TG32/913) at (TG 2931 3103)

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E6

-0.8 LOCATIONS: TG42/016a Mrs Myhill's Marsh (Upper Thurne Broads & Marshes) TG42/217 White Slea Marshes (Upper Thurne Broads & Marshes) -0.6

-0.4

-0.2

0

TG42/016a 0.2 TG42/217

Water level (mbgl) level Water 0.4

0.6

0.8

1

1.2 1/1/06 1/1/07 1/1/08 1/1/09 1/1/10 2/1/11 2/1/12

Figure E5 – Groundwater levels in some dipwells in Upper Thurne Broads & Marshes SSSI

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E7

-1 LOCATIONS: TG32/536 Barton Fen (TG 35650 23599) TG32/608 Hall Fen (TG 36856 20248) -0.8 TG32/639 Little Bog (TG 36923 23366) TG32/737a Sutton Broad (TG 37781 2346)

-0.6

-0.4

-0.2

TG32/536 TG32/608 0 TG32/639 TG32/737a 0.2 Water level (dip mbgl) level Water

0.4

0.6

0.8

1 1/1/06 1/1/07 1/1/08 1/1/09 1/1/10 2/1/11 2/1/12

Figure E6 – Groundwater levels in some dipwells in Ant Broads & Marshes SSSI, other than at Catfield Fen

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E8

1 2001 2007

0.9

0.8

0.7

0.6

0.5 Daily mean

0.4 Water level (mAOD) level Water

0.3

0.2

0.1

0 Jan-80 Jan-83 Jan-84 Jan-85 Jan-86 Jan-87 Jan-88 Jan-89 Jan-90 Jan-91 Jan-92 Jan-93 Jan-94 Jan-95 Jan-96 Jan-97 Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Jan-13 Dec-80 Dec-81

Figure E7 – Mean daily water levels at Barton Broad (Station no. T340903)

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E9

1 2001 2007

0.9

0.8

0.7

0.6

Hickling Broad 0.5 Barton Broad

0.4 Water level (mAOD)

0.3

0.2

0.1

0 Jan-97 Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Jan-13

Figure E8 – Mean daily water levels at Barton Broad (Station no. T30903) and at Hickling Broad (Station no. T341001)

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E10

1.200 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl NTG3261P2 0.4 to 0.9mbgl (base at -0.101mAOD) NTG3261P3 0.4 to 1.5mbgl (base at -1.102mAOD, gl 1.000 0.398mAOD)

0.800

TG32/616d logger TG32/616d manual NTG3261P1 logger 0.600 NTG3261P1 manual NTG3261P2 manual NTG3261P3 manual Water level (mAOD)

0.400

0.200

0.000 01/01/1996 31/12/1997 01/01/2000 31/12/2001 01/01/2004 31/12/2005 01/01/2008 31/12/2009 01/01/2012

Figure E9 – Groundwater levels in the NW part of Catfield Fen

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E11

1.200 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl

1.000

0.800

TG32/616d logger 0.600 NTG3261P1 logger NTG3261P1 manual Water level (mAOD)Water level

0.400

0.200

0.000 01/01/1996 31/12/1997 01/01/2000 31/12/2001 01/01/2004 31/12/2005 01/01/2008 31/12/2009 01/01/2012

Figure E10 – Groundwater levels in two boreholes in the NW corner of Catfield Fen

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E12

1.200 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl NTG3261P2 0.4 to 0.9mbgl (base at -0.101mAOD) NTG3261P3 0.4 to 1.5mbgl (base at -1.102mAOD, gl 1.000 0.398mAOD)

0.800

TG32/616d logger TG32/616d manual NTG3261P1 logger 0.600 NTG3261P1 manual NTG3261P2 manual NTG3261P3 manual Water level (mAOD)

0.400

0.200

0.000 01/01/2006 01/01/2008 01/01/2010 01/01/2012

Figure E11 – Groundwater levels in boreholes in the NW corner of Catfield Fen, 2006 – 2011

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E13

1.600 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl 1.400 NTG3261P2 0.4 to 0.9mbgl (base at -0.101mAOD) NTG3261P3 0.4 to 1.5mbgl (base at -1.102mAOD, gl 0.398mAOD)

1.200

1.000

TG32/616d logger 0.800 TG32/616d manual NTG3261P1 logger NTG3261P1 manual NTG3261P2 manual 0.600 NTG3261P3 manual NTG3261G1 Water level (mAOD)Water level

0.400

0.200

Logger data from NTG3261G1 become 0.000 suspect after about this date.

-0.200 01/01/2007 01/01/2008 31/12/2008 31/12/2009

Figure E12 – Comparison of groundwater levels in boreholes in the NW corner of Catfield Fen with dyke water levels in the internal system at NTG3261G1

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E14

Comparison with adjacent 1.000 Crag boreholes indicates a peak water level midway between the maxima in 2008 0.900 & 2010

0.800

0.700

0.600 NTG3261G1 manual

0.500 NTG3261G2 manual

0.400 NTG3261P2 Water level (mAOD)

0.300

0.200

0.100

0.000 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Jan-96 Dec-96 Dec-97

Figure E13 – Comparison of groundwater levels in the shallow borehole NTG3261P2 in the NW corner of Catfield Fen with dyke water levels in the internal and external systems

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E15

1.200

1.000

0.800

0.600

0.400 NTG3270P5 Manual NTG3270P4 Manual 0.200 Water level (mAOD) 0.000

-0.200 Screened intervals: NTG3270P4 8.0-9.9mbgl -0.400 NTG3270P5 0.45-0.70mbgl (0.297- 0.047mAOD) (ground level 0.854mAOD)

-0.600 Jan-96 Jan-00 Jan-03 Jan-04 Jan-06 Jan-07 Jan-08 Jan-10 Jan-11 Jan-12 Dec-96 Dec-97 Dec-98 Dec-00 Dec-01 Dec-04 Dec-08

Figure E14 – Comparison of groundwater levels (manual data) in two boreholes at the SE corner of Catfield Fen

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E16

2.000 First period of NTG3270P4 Metrolog data shows a similar form to the Diver in the same hole but is too high, due to an error in logger 1.500 setup.

1.000

0.500 NTG3270P4 logger Diver NTG3270P4 logger Metrolog NTG3270P5 logger Diver NTG3270P5 logger Metrolog 0.000 Water level (mAOD)Water level

-0.500 NTG3270P5 data error - NTG3270P5 data shows water level below of error. Field staff screened interval noted transducer Screened intervals: -1.000 was placed at too NTG3270P4 8.0-9.9mbgl shallow a depth and NTG3270P5 0.45-0.70mbgl (0.297- was left dry, above 0.047mAOD) (ground level the water level. 0.854mAOD) -1.500 01/01/03 01/01/04 31/12/04 31/12/05 01/01/07 01/01/08 31/12/08 01/01/10 01/01/11 01/01/12

Figure E15 – Groundwater levels (logger data) in two boreholes at the SE corner of Catfield Fen

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E17

1.200

1.000

0.800

0.600

0.400 NTG3270P4 manual NTG3261P1 manual 0.200 Water level (mAOD) 0.000

-0.200 Screened intervals: NTG3270P4 8.0-9.9mbgl -0.400 NTG3261P1 5.0-9.0mbgl

-0.600 01/01/ 01/01/ 01/01/ 31/12/ 01/01/ 01/01/ 01/01/ 01/01/ 01/01/ 01/01/ 02/01/ 01/01/ 01/01/ 01/01/ 02/01/ 98 99 00 00 02 03 04 05 06 07 08 09 10 11 12

Figure E16 – Comparison of the groundwater levels in two Crag boreholes of similar depths at the SE (NTG3270P4) and NW (NTG3261P1) corners of Catfield Fen

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E18

1.5 Peak appears not to be real but a result of an error in logger setup

1

0.5 TG32/710 Logger TG32/710 Manual NTG3270P5 Manual NTG3270P4 Logger Diver NTG3270P4 Manual 0 Water level (mAOD)

-0.5 Screened intervals: NTG3270P4 8.0-9.9mbgl NTG3270P5 0.45-0.70mbgl (0.297- 0.047mAOD) (ground level 0.854mAOD) -1 01/01/03 01/01/04 31/12/04 31/12/05 01/01/07 01/01/08 31/12/08 01/01/10 01/01/11 01/01/12

Figure E17 – Comparison of the groundwater levels in two boreholes at the SE corner of Catfield with dyke water levels in the eastern catchwater drain at TG32/710 to the NNE

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E19

1.5

1

0.5 TG32/711 (gb) TG32/710 (gb manual_2011 survey) TG32/710 (gb logger_2011 survey) NTG3270P5 manual 0 Water level (mAOD) level Water

-0.5

-1 01/01/03 01/01/04 31/12/04 31/12/05 01/01/07 01/01/08 31/12/08 01/01/10 01/01/11 01/01/12

Figure E18 – Comparison of dyke water levels with shallow groundwater levels at the SE corner of Catfield Fen, and to the east of it

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E20

0.7

0.6

0.5

0.4

0.3 TG31/791a logger (shallow) TG31/791a manual (shallow) 0.2 TG31/791 logger (deep) TG31/791 manual (deep) 0.1 Water level (mAOD)Water level TG31/791a screened from 7- 9mbgl (shallow Crag) 0 TG31/791 screened from 47- 50mbgl. (basal Crag or near to it) -0.1 Chalk encountered at 60mbgl, with no London Clay present. Hole backfilled to 51m depth. -0.2

-0.3 01/01/08 31/12/08 01/01/10 01/01/11 02/01/12

Figure E19 – Groundwater levels in two boreholes to the south of Catfield Fen, and to the west of the AWS PWS source

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E21

0.800

0.700

0.600

0.500

TG32/617b logger (internal) TG32/617b manual (internal) 0.400 TG32/605a logger (external) TG32/605a manual (external)

Water level (mAOD) 0.300

0.200

Ground levels: 0.100 TG32/617b 0.371mAOD Water level between this manual TG32/605a 0.358mAOD reading and the previous one probably artificially low due to error in manual reading. 0.000 01/01/2006 01/01/2007 01/01/2008 01/01/2009 01/01/2010 02/01/2011 02/01/2012

Figure E20 – Comparison of dipwell water levels in the internal and external systems

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E22

1.600

1.400

1.200

1.000

0.800 TG32/617b logger (internal) TG32/605a logger (external) NTG3261G1 0.600 Water level (mAOD)Water level

0.400

0.200

Ground levels: 0.000 TG32/617b 0.371mAOD TG32/605a 0.358mAOD

-0.200 01/01/2006 01/01/2007 01/01/2008 01/01/2009 01/01/2010 02/01/2011 02/01/2012

Figure E21 – Comparison of dipwell water levels with those at gaugeboard NTG3261G1 in the internal system

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E23

0.800 Short period of artificially high levels due to manual reading error. 0.700

0.600

0.500

TG32/617b logger (internal) 0.400 TG32/605a logger (external) TG/32/711 (gb) logger

Water level (mAOD)Water level 0.300

0.200

Ground levels: 0.100 TG32/617b 0.371mAOD TG32/605a 0.358mAOD

0.000 01/01/2006 01/01/2007 01/01/2008 01/01/2009 01/01/2010 02/01/2011 02/01/2012

Figure E22 – Comparison of dipwell water levels with those at gaugeboard TG32/711 in the internal system

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E24

0.900

0.800

0.700

0.600

0.500 TG32/617b logger (internal) TG32/605a logger (external) NTG3261G2 0.400 Water level (mAOD)

0.300

0.200

Ground levels: 0.100 TG32/617b 0.371mAOD TG32/605a 0.358mAOD

0.000 01/01/2006 01/01/2007 01/01/2008 01/01/2009 01/01/2010 02/01/2011 02/01/2012

Figure E23 – Comparison of dipwell water levels with those at gaugeboard NTG3261G2 in the external system

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E25

Figure E24 – Location of University of Birmingham monitoring (from Gilvear et al., 1997)

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E1

0.7

0.6

0.5

0.4

0.3 P8 P9 Ring dyke 0.2

0.1

0 P8 peat 1.5m P9 clay/peat 5.6m

Water level (mAOD)(datum level Water from ofUniversity 1991) Birmingham, -0.1

-0.2 01/01/88 02/07/88 01/01/89 03/07/89 02/01/90 04/07/90 03/01/91

Figure E25 – Water levels from University of Birmingham piezometers P8 & P9 in the internal system and from the Ring Dyke at an unspecified location (Water levels from University of Birmingham, 1991; Piezometer lithology monitored and depth from Gilvear et al., 1997)

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E2

0.6

0.5

0.4

0.3

0.2

0.1 P11 P10 0 Ring dyke

-0.1

-0.2

-0.3 P11 peat 0.9m

Water level (mAOD)(datum from University of Birmingham, 1991) of Birmingham, from University (mAOD)(datum level Water P10 clay, 1.3m -0.4

-0.5 01/01/88 02/07/88 01/01/89 03/07/89 02/01/90 04/07/90 03/01/91

Figure E26 – Water levels from University of Birmingham piezometers P10 & P11 in the internal system and from the Ring Dyke at an unspecified location (Water levels from University of Birmingham, 1991; Piezometer lithology monitored and depth from Gilvear et al., 1997)

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E3

1

0.8

0.6

P12 P13 0.4 P14 Ring dyke

0.2

0 P12 peat 1.0m Water level (mAOD)(datum level Water from ofUniversity 1991) Birmingham, P13 peat,clay 3.0m P12 known to be behaving oddly during P14 Crag, 9.0m first year, probably due to smearing of piezometer tip during installation

-0.2 01/01/88 02/07/88 01/01/89 03/07/89 02/01/90 04/07/90 03/01/91

Figure E27 – Water levels from University of Birmingham piezometers P12, P13 & P14 in the internal system and from the Ring Dyke at an unspecified location (Water levels from University of Birmingham, 1991; Piezometer lithology monitored and depth from Gilvear et al., 1997)

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E4

0.9

0.8

0.7

0.6

0.5

0.4 P15 Ring dyke 0.3

0.2

0.1

0 P15 Crag 5.0m Water level (mAOD)(datum level Water from ofUniversity 1991) Birmingham, -0.1

-0.2 01/01/88 02/07/88 01/01/89 03/07/89 02/01/90 04/07/90 03/01/91

Figure E28 – Water levels from University of Birmingham piezometer P15 in the internal system and from the Ring Dyke at an unspecified location (Water levels from University of Birmingham, 1991; Piezometer lithology monitored and depth from Gilvear et al., 1997)

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E5

0.800

0.700

0.600

0.500

TG32/617b logger (internal) TG32/605a logger (external) 0.400 TG32/617b manual Barton Broad

Water level (mAOD)Water level 0.300

0.200

0.100

0.000 01/01/2006 01/01/2007 01/01/2008 01/01/2009 01/01/2010 02/01/2011 02/01/2012

Figure E29 – Comparison of dipwell water levels with water levels at Barton Broad

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E6

1.6

Errors in NTG3261 logger TG32/710 water levels readings. Logger subsequently use the 2011 datum level 1.4 removed and replaced

1.2

1 NTG3261G1 logger NTG3261G1 manual 0.8 NTG3261G2 manual NTG3261G3 manual TG32/711 logger 0.6 TG32/710 logger TG32/710 manual Water level (mAOD) level Water 0.4

0.2

Apparent change in 0 datum level for NTG3261G3

-0.2 Jan-96 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Dec-96 Dec-97

Figure E30 – Gaugeboard water levels 1996-2011 (All in the internal system except NTG3261G2 which is in the external system)

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E7

1.6

1.4

1.2

1

0.8 NTG3261G1 TG32/711 TG32/710 0.6 Water level (mAOD)

0.4

0.2

0

-0.2 01/01/06 01/01/07 01/01/08 01/01/09 01/01/10 02/01/11 02/01/12

Figure E31 – Gaugeboard water levels – logger data (NTG3261G1 & TG32/711 in the west, TG32/710 in the east)

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E8

Figure E32 – Water levels monitored at a post by Dr S MacDougall (from University of Birmingham, 1991)

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E9

0.800

0.700

0.600

0.500 NTG3261G1 manual

0.400

NTG3261G2 manual

Water level (mAOD) level Water 0.300

0.200

0.100

0.000 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Jan-96 Dec-96 Dec-97

Figure E33 – A comparison of internal and external system water levels using manual data (NTG3261G1 internal; NTG3261G2 external)

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E10

0.8

Dyke may be dry at G2 at this level, so these four readings may be in error. 0.7

0.6

0.5

NTG3261G1 logger NTG3261G1 manual 0.4 NTG3261G2 manual NTG3261G3 manual

Water level (mAOD) level Water 0.3

0.2 NTG3261G2 recorded as dry on: - 1/7/08 & 6/8/08 - 22/6/09, 7/7/09 & 6/8/09 0.1 - 6/7/10

0 01/01/06 01/01/07 01/01/08 01/01/09 01/01/10 02/01/11 02/01/12

Figure E34 – A comparison of water levels in the internal and external systems, 2006-2011 (NTG3261G1 & G3 internal; NTG3261G2 external)

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E11

Figure E35 – Water levels within the internal and external systems December 1979 to November 1981 (from Giller & Wheeler, 1986a, Figure 12)

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E12

Figure E36 – Dyke water levels in 1988-1990 (from Gilvear et al. 1997)

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E13

0.8

0.7

0.6

0.5

NTG3261G1 logger NTG3261G1 manual 0.4 NTG3261G2 manual NTG3261G3 manual Barton Broad logger

Water level (mAOD) level Water 0.3

0.2

0.1

0 01/01/06 01/01/07 01/01/08 31/12/08 01/01/10 01/01/11 01/01/12

Figure E37 – A comparison of internal and external system water levels with those of Barton Broad

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E14

0.400 Apparent change in datum level for NTG3261G3 0.300

0.200

0.100

G1 - G2 0.000 G1 - G3 G1 - TG32/711

-0.100

Water level differenceWater level (G1 - other gb)(m) -0.200 Negative values indicate the water level at the specified gaugeboard is higher than at G1 These four data points may -0.300 be in error, the external dyke having gone dry at G2 at this time.

-0.400 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Jan-96 Dec-96 Dec-97

Figure E38 – Differences in water level between NTG3261G1 and those at other gaugeboards

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E15

0.200

0.150

0.100

0.050

0.000 G1 - G2

-0.050 Water level difference (G1- G2)(m) -0.100 Negative values indicate the water level at G2 is higher than at G1.

-0.150 Gaps in the datasets in 2003, 2006, 2008, 2009 and 2010 are due to known dates when the NTG3261G2 gaugeboard recorded "dry" readings.

-0.200 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Jan-96 Dec-96 Dec-97

Figure E39 – Differences in water levels between NTG3261G1 (internal system) and NTG3261G2 (external system)

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E17

1.2 5000

1

4000 0.8

0.6

3000 /day) 0.4 3 Plumsgate Rd 15m logger daily TG32/815d logger daily Plumsgate Rd 3.5m logger daily 0.2 Plumsgate Road abstraction 2000 Water level (mAOD) level Water Abstraction (mAbstraction

0

-0.2 1000 Screened intervals: Plumsgate Rd 15m Wellpoint at c.15m depth -0.4 TG32/815d 3.6-6.0mbgl Plumsgate Rd 3.5m Wellpoint at c.3.5m depth

-0.6 0 01/07/2008 30/12/2008 01/07/2009 30/12/2009 01/07/2010 30/12/2010 01/07/2011 30/12/2011

Figure E41 – Daily abstraction from the Plumsgate Road borehole with daily water level data from nearby boreholes (Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period)

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E18

1.2 5000

1

4000 0.8

0.6

3000 /day) 0.4 3 Plumsgate Rd 15m logger hourly TG32/815d logger hourly Plumsgate Rd 3.5m logger hourly 0.2 Plumsgate Road abstraction 2000 Water level (mAOD)Water level Abstraction (m

0

-0.2 1000

-0.4

-0.6 0 01/07/2008 30/12/2008 01/07/2009 30/12/2009 01/07/2010 30/12/2010 01/07/2011 30/12/2011

Figure E42 – Daily abstraction from the Plumsgate Road borehole with hourly water level data from nearby boreholes

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E19

1.2 5000

1

4000 0.8

0.6

3000 /day) 0.4 3 Plumsgate Rd 15m logger daily TG32/815d logger daily Plumsgate Rd 3.5m logger daily 0.2 Plumsgate Road abstraction 2000 Water level (mAOD) level Water Abstraction (m

0

-0.2 1000

-0.4

-0.6 0 01/01/2009 02/07/2009 01/01/2010

Figure E43 – Daily abstraction from the Plumsgate Road borehole in 2009 with water level data from nearby boreholes (Arrows indicate abstraction periods referred to in Table 7.1. Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period)

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E20

1.2 80.0

1 70.0

0.8 60.0

0.6 50.0

0.4 Plumsgate Rd 15m logger daily TG32/815d logger daily 40.0 Plumsgate Rd 3.5m logger daily 0.2 Rainfall Daily rainfall (mm) rainfall Daily Water level (mAOD) level Water 30.0 0

20.0 -0.2

10.0 -0.4

-0.6 0.0 01/01/2009 02/07/2009 01/01/2010

Figure E44 – Daily rainfall in 2009 with water level data from boreholes in the vicinity of the Plumsgate Road abstraction (Arrow refers to one of several rainfall events)

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E21

1.200 5000 Plumsgate Road 15m data not available. 1.000

4000 0.800

0.600 /d) 3000 3 0.400 TG32/815d logger daily Plumsgate Rd 3.5m logger daily Plumsgate Road abstraction 0.200 2000 Water level (mAOD) level Water Daily abstraction (m 0.000

-0.200 1000

-0.400

-0.600 0 01/01/2011 02/07/2011 01/01/2012

Figure E45 – Daily abstraction from the Plumsgate Road borehole in 2011 with water level data from nearby boreholes (Arrows indicate abstraction periods referred to in Table 7.1)

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E22

1.200 80.0 Note: August 2011 rainfall data not available. 1.000 Plumsgate Road 15m data not 70.0 available.

0.800 60.0

0.600 50.0

0.400 TG32/815d logger daily 40.0 Plumsgate Rd 3.5m logger daily Rainfall 0.200 Daily rainfall (mm) rainfall Daily Water level (mAOD) level Water 30.0 0.000

20.0 -0.200

10.0 -0.400

-0.600 0.0 01/01/2011 02/07/2011 01/01/2012

Figure E46 – Daily rainfall in 2011 with water level data from boreholes in the vicinity of the Plumsgate Road abstraction (Arrows refer to a selection of rainfall events)

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E23

1.200 5000 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl 4500

1.000 4000

3500 0.800

3000 /day) 3

TG32/616d logger 0.600 2500 NTG3261P1 logger NTG3261P1 manual Plumsgate Road abstraction 2000 Water level (mAOD) level Water

0.400 Daily abstraction (m 1500

1000 0.200

500

0.000 0 01/01/2008 31/12/2008 31/12/2009

Figure E47 – Daily abstraction data from the Plumsgate Road borehole for 2008 and 2009 with groundwater levels from boreholes in the NW corner of Catfield Fen (Arrows point to groundwater level declines referred to in Section 7.2.1. Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period)

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E24

1.200 60.0 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl

1.000 50.0

0.800 40.0 TG32/616d logger TG32/616d manual NTG3261P1 logger 0.600 30.0 NTG3261P1 manual Rainfall Daily rainfall(mm) Water level (mAOD)Water level 0.400 20.0

0.200 10.0

0.000 0.0 01/01/2008 31/12/2008 31/12/2009

Figure E48 – Daily rainfall data for 2008 and 2009 with groundwater levels from boreholes in the NW corner of Catfield Fen

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E25

1.200 5000 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl 4500

1.000 4000

3500 0.800

3000 /day) 3 TG32/616d logger TG32/616d manual 0.600 2500 NTG3261P1 logger NTG3261P1 manual Plumsgate Road abstraction 2000 Water level (mAOD) level Water

0.400 abstraction (m Daily 1500

1000 0.200

500

0.000 0 01/01/2010 01/01/2011 02/01/2012

Figure E49 – Daily abstraction data from the Plumsgate Road borehole for 2010 and 2011 with groundwater levels from boreholes in the NW corner of Catfield Fen (Arrow points to groundwater level decline referred to in Section 7.2.1)

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E26

1.200 60.0 Screen depths: No rainfall data available for TG32/616d 21 to 23mbgl August 2011 NTG3261P1 5 to 9mbgl

1.000 50.0

0.800 40.0

TG32/616d logger TG32/616d manual 0.600 30.0 NTG3261P1 logger NTG3261P1 manual Rainfall Daily rainfall (mm) Water level (mAOD)

0.400 20.0

0.200 10.0

0.000 0.0 No August rainfall 01/01/2010 01/01/2011 01/01/2012 data available

Figure E50 – Daily rainfall data for 2010 and 2011 with groundwater levels from boreholes in the NW corner of Catfield Fen

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E27

8.000 Suspect manual readings are clear 7.000 by their significant departure from the normal trend.

6.000

5.000

4.000

3.000 TG32/815a TG32/815c 2.000 TG32/815d

Water level (mAOD) 1.000

0.000

-1.000

-2.000

-3.000 Jan-94 Jan-95 Jan-96 Jan-97 Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Jan-12 Jan-13 Jan-91 Jan-92 Dec-92

Figure E51 – Manual water level data from TG32/815d near the Plumsgate Road abstraction, and from two other boreholes located between the abstraction and Catfield Fen

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E28

2.00

Logger trace appears to be about 0.08m lower than manual dip readings

1.80

Logger date is 10 days in advance of 1.60 actual date for some reason

TG32/815a logger 1.40 Reason for 2-3cm drop in water level in TG32/815a manual this period not known TG32/815c logger TG32/815c manual TG32/815b logger 1.20 TG32/815b manual Water level (mAOD)

1.00

0.80 Response to heavy rainfall on 4-5 March caused a 0.030m rise in groundwater level between 5/3/12 15:00hrs and 7/3/12 15:00hrs in TG32/815b, and a 0.019m rise between 10/3/12 21:00hrs and 17/3/12 15:00 hrs in TG32/815c

0.60 1/4/11 1/5/11 1/6/11 1/7/11 1/8/11 1/9/11 1/10/11 1/11/11 1/12/11 1/1/12 1/2/12 2/3/12 2/4/12 2/5/12

Figure E52 – Logger and manual water level data for 2011 from three boreholes located between the Plumsgate Road abstraction and Catfield Fen

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E29

3.000 5000

2.500

4000 2.000 /day) 1.500 3 TG32/805 logger 3000 TG32/801 logger 1.000 NTG3270P4 logger Diver NTG3270P4 logger Metrolog NTG3270P5 logger Diver 0.500 NTG3270P5 logger Metrolog 2000 Ludham Road abstraction Water level (mAOD) 0.000

One or more meter readings

missed between 7-14/8/09 Daily abstraction since 2008(m -0.500 1000

-1.000

-1.500 0 01/01/03 01/01/04 31/12/04 31/12/05 01/01/07 01/01/08 31/12/08 01/01/10 01/01/11 01/01/12

Figure E53 – Daily abstraction from the Ludham Road borehole (since 2008) with daily water level data from nearby boreholes (Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period)

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E30

1.50 5000

1.30

1.10 4000

0.90

0.70 3000 /day) TG32/801 logger 3 TG32/805 logger NTG3270P4 logger Diver 0.50 NTG3270P4 logger Metrolog NTG3270P5 logger Diver NTG3270P5 logger Metrolog 0.30 2000 Ludham Road abstraction Water level (mAOD) level Water Daily abstraction (m

0.10 Erratic logger data, logger subsequently being removed in July 2010 -0.10 One or more meter 1000 readings missed between 7-14/8/09 -0.30

-0.50 0 02/03/09 01/04/09 01/05/09 31/05/09 30/06/09 30/07/09 29/08/09 28/09/09 28/10/09

Figure E54 – Daily abstraction from the Ludham Road borehole in 2009 with daily water level data from nearby boreholes (Arrows point to groundwater level declines referred to in Table 7.2. Note: Increased vertical water level scale and that some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period)

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E31

3.00 80.0

2.50 70.0

2.00 60.0

1.50 TG32/801 logger 50.0 TG32/805 logger NTG3270P4 logger Diver 1.00 NTG3270P4 logger Metrolog 40.0 NTG3270P5 logger Diver NTG3270P5 logger Metrolog 0.50 NTG3270P5 manual

Daily rainfall (mm) Rainfall Water level (mAOD) 30.0 0.00

20.0 -0.50

-1.00 10.0

-1.50 0.0 01/03/09 31/03/09 30/04/09 30/05/09 29/06/09 29/07/09 28/08/09 27/09/09 27/10/09

Figure E55 – Daily rainfall in 2009 with daily water level data from boreholes in the vicinity of the Ludham Road abstraction

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E32

3.000 5000 Note: this trace shows very little short-term response

2.500

4000 2.000 Early Metrolog data has the same form as the Diver, but about 0.75m higher 1.500 Data error in level, TG32/805 logger 3000 /day) though possibly not in 3 TG32/801 logger form NTG3270P4 logger diver NTG3270P4 logger Metrolog 1.000 NTG3270P5 logger Diver NTG3270P5 logger Metrolog NTG3270P4 manual 2000 Water level (mAOD) level Water 0.500 Ludham Road abstraction Daily abstraction (m

Quantity abstracted 0.000 between 24 May and 15 June ie filling in the 1000 following gap in abstraction -0.500

-1.000 0 01/01/10 01/01/11 01/01/12

Figure E56 – Daily abstraction from the Ludham Road borehole in 2010 and 2011 with daily water level data from nearby boreholes (Arrows point to groundwater level declines referred to in Table 7.2. Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period)

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E33

3.000 80.0

2.500 70.0

2.000 60.0

1.500 TG32/805 logger 50.0 TG32/801 logger NTG3270P4 logger diver 1.000 NTG3270P4 logger Metrolog 40.0 NTG3270P5 logger Diver NTG3270P5 logger Metrolog 0.500 NTG3270P5 manual

Daily rainfall(mm) Rainfall Water level (mAOD) level Water 30.0 0.000 August 2011 rainfall not 20.0 -0.500 available

-1.000 10.0

-1.500 0.0 01/01/10 01/01/11 01/01/12

Figure E57 – Daily rainfall in 2010 and 2011 with daily water level data from boreholes in the vicinity of the Ludham Road abstraction (Arrows point to rainfall events referred to in Section 7.2.2)

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E34

1.6 5000 Note: TG32/710 logger water levels may be about 0.32m too high 4500 1.4

4000 1.2 3500

1

3000 /day) 3

NTG3261G1 logger TG32/711 0.8 2500 TG32/710 Ludham Rd abstraction 2000 Water level (mAOD) level Water 0.6 Daily abstraction (m

1500 0.4 1000

0.2 500

0 0 01/01/2006 01/01/2007 01/01/2008 31/12/2008 01/01/2010 01/01/2011 01/01/2012

Figure E58– Daily abstraction data from the Ludham Road borehole (since 2008) with water level data from the internal system (Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period)

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E35

1.6 80.0

1.4 70.0

1.2 60.0

1 50.0

NTG3261G1 logger TG32/711 0.8 40.0 TG32/710 Rainfall Daily rainfall (mm) rainfall Daily Water level (mAOD) level Water 0.6 30.0

0.4 20.0

0.2 10.0

0 0.0 01/01/2006 01/01/2007 01/01/2008 31/12/2008 01/01/2010 01/01/2011 01/01/2012

Figure E59 – Daily rainfall from 2006-2011 with water level data from the internal system (Arrows point to selected water level peaks related to rainfall events)

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E36

1 5000

0.9 4500

Probable data error in terms of level, though possible not 0.8 in form 4000

0.7 3500

0.6 3000 /day) 3

TG32/711 0.5 2500 Ludham Rd abstraction

0.4 2000 Water level (mAOD) level Water Daily abstraction (m

0.3 1500

0.2 1000

0.1 500

0 0 01/01/2008 31/12/2008 31/12/2009

Figure E60 – Daily abstraction data from the Ludham Road borehole in 2008 and 2009, with dyke water level data representative of the internal system (Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period; see also Fig. E53)

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E37

1 80.0

0.9 70.0

0.8 60.0 0.7

50.0 0.6

TG32/711 TG32/710 0.5 40.0 TG32/711 manual Rainfall

0.4 Daily rainfall (mm) Water level (mAOD)Water level 30.0

0.3 20.0 0.2

10.0 0.1

0 0.0 01/01/2008 31/12/2008 31/12/2009

Figure E61 – Daily rainfall data for 2008 and 2009, with dyke water level data representative of the internal system

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E38

1.6 5000

Note: TG32/710 logger water levels may be about 0.32m too high 4500 1.4

4000 1.2 3500

1

3000 /day) 3

NTG3261G1 logger TG32/711 0.8 2500 TG32/710 Ludham Rd abstraction 2000 Water level (mAOD) level Water 0.6 Daily abstraction (m abstraction Daily

1500 0.4 1000

0.2 500

0 0 01/01/2010 01/01/2011 01/01/2012

Figure E62 – Daily abstraction data from the Ludham Road borehole in 2010 and 2011, with dyke water level data representative of the internal system (Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period; see also Fig. E53)

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E39

1 80.0

0.9 70.0

0.8 60.0 0.7

50.0 0.6

TG32/711 TG32/710 0.5 40.0 TG32/711 manual Rainfall

0.4 Daily rainfall(mm) Water level (mAOD) level Water 30.0

0.3

August rainfall not 20.0 0.2 available

10.0 0.1

0 0.0 01/01/2010 01/01/2011 01/01/2012

Figure E63 – Daily rainfall data for 2010 and 2011, with dyke water level data representative of the internal system

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E40

1.000 5000

4500

0.800 4000

3500 0.600

3000 /day) 3

TG32/617b logger (internal) TG32/605a logger (external) 0.400 2500 TG32/617b manual Ludham Road abstraction 2000 Water level (mAOD) level Water

0.200 (m abstraction Daily 1500

1000 0.000

500

-0.200 0 01/01/2006 01/01/2007 01/01/2008 01/01/2009 01/01/2010 02/01/2011 02/01/2012

Figure E64 – Daily abstraction data from the Ludham Road borehole (since 2008) with water level data from dipwells on the western side of Catfield Fen in both the internal and external systems (Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period; see also Fig. E53)

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E41

1.200 5000 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl 4500

1.000 4000

3500 0.800

3000 /day) 3 TG32/616d logger TG32/616d manual 0.600 2500 NTG3261P1 logger NTG3261P1 manual Ludham Road abstraction 2000 Water level (mAOD)

0.400 Daily abstraction (m 1500

1000 0.200

500

0.000 0 01/01/2008 31/12/2008 31/12/2009

Figure E65 – Daily abstraction data from the Ludham Road borehole for 2008 and 2009 with groundwater levels from boreholes in the NW corner of Catfield Fen (Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period; see also Fig. E53)

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E42

1.200 5000 Screen depths: TG32/616d 21 to 23mbgl NTG3261P1 5 to 9mbgl 4500

1.000 4000

3500 0.800

3000 /day) 3 TG32/616d logger TG32/616d manual 0.600 2500 NTG3261P1 logger NTG3261P1 manual Ludham Road abstraction 2000 Water level (mAOD) level Water

0.400 Daily abstraction (m 1500

1000 0.200

500

0.000 0 01/01/2010 01/01/2011 01/01/2012

Figure E66 – Daily abstraction data from the Ludham Road borehole for 2010 and 2011 with groundwater levels from boreholes in the NW corner of Catfield Fen (Note: some abstractions which appear to be slightly above the daily licensed quantity include overnight pumping with the meter readings covering greater than a 24-hour period; see also Fig. E53)

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E43

Figure E67 – Observation borehole hydrographs, rainfall and abstraction – August 2001 to November 2003 (from Atkins/HSI, 2003b, Fig. 9)

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E44

Figure E68 – Observation borehole hydrographs from the AWS Sharp Street observation boreholes and an observation borehole (P5) at the PWS source, with rainfall and abstraction, covering the period of the 2002 pumping test (from Atkins/HSI, 2003b, Fig. 10)

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E45

Figure E69 – Observation borehole hydrographs for NTG3270P4 and NTG3270P5 at Catfield Fen, with rainfall and abstraction, covering the period of the 2002 pumping test (from Atkins/HSI, 2003b, Fig. 11)

Note: the water levels are based on a past topographic survey undertaken by HSI in 1997. Recent 2011 survey data have resulted in significant changes in level, with the relationship between water levels in the two boreholes being reversed.

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E46

1.6 80.0

1.4 70.0

1.2 60.0

1 50.0

NTG3270P4 Start of test pumping 0.8 40.0 End of test pumping Rainfall Daily rainfall (mm) rainfall Daily Water level (mAOD) level Water 0.6 30.0

0.4 20.0

0.2 10.0

0 0.0 1/1/02 31/1/02 3/3/02 2/4/02 3/5/02 2/6/02 3/7/02 2/8/02 2/9/02 2/10/02 2/11/02 2/12/02

Figure E70 – Observation borehole hydrograph for NTG3270P4, with rainfall, covering the period of the 2002 pumping test (Note: the water level data were provided by AWS in mAOD, and therefore has not been amended to conform with the most recent topographic survey)

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E47

Figure E71 – Observation borehole hydrographs from the AWS Sharp Street observation boreholes and an observation borehole (P5) at the PWS source, with rainfall and abstraction, covering the period of the 2003 pumping test (from Atkins/HSI, 2003b, Fig. 14)

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E48

Figure E72 –Borehole hydrograph from the shallow Upper Crag observation borehole, AWS Sharp Street P5, with rainfall and abstraction, covering the period of the 2003 pumping test (from Atkins/HSI, 2003b, Fig. 16)

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E49

1.5

1.3

1.1

0.9

0.7

NTG3270P4 0.5 Start of test pumping End of test pumping

0.3 Water level (mAOD) level Water

0.1

-0.1

-0.3

-0.5 01/01/03 03/03/03 03/05/03 03/07/03 02/09/03 02/11/03 02/01/04 03/03/04 03/05/04 03/07/04 02/09/04 02/11/04

Figure E73 – Observation borehole hydrograph for NTG3270P4, covering the period 2003 and 2004. (Note: the water level data were provided by AWS in mAOD, and therefore has not been amended to conform with the most recent topographic survey

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E50

1 40.0

0.8 35.0

0.6 30.0 0.4

25.0 0.2

NTG3270P4 Start of test pumping 0 20.0 End of test pumping Rainfall

-0.2 rainfall (mm) Daily Water level (mAOD)Water level 15.0

-0.4 10.0 -0.6

5.0 -0.8

-1 0.0 01/08/03 31/08/03 30/09/03 30/10/03

Figure E74 – Observation borehole hydrograph for NTG3270P4, with rainfall, covering the period of the 2003 pumping test (Note: the water level data were provided by AWS in mAOD, and therefore has not been amended to conform with the most recent topographic survey

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E51

Figure E75 – Observation borehole hydrographs for NTG3270P4, NTG3270P5 & NTG3261P1 at Catfield Fen, with rainfall and abstraction, covering the period of the 2007 signal (pumping) test (from @one Alliance, 2008, Fig. 5)

Note: the water levels are based on a past topographic surveys. Recent 2011 survey data have resulted in significant changes in level, with the relationship between water levels in two boreholes (NTG3270 P4 & P5) being reversed.

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E52

1.00

0.80

0.60

0.40 mAOD

0.20

0.00

-0.20 Jan-70 Jan-72 Jan-74 Jan-76 Jan-78 Jan-80 Jan-82 Jan-84 Jan-86 Jan-88 Jan-90 Jan-92 Jan-94 Jan-96 Jan-98 Jan-00 Jan-02 Jan-04

Catfield Fen Cell G Historic scenario Catfield Fen Cell G Naturalised scenario Catfield Fen Cell G Fully licensed scenario Catfield Fen Cell G Real fully licensed scenario

Figure E76 Modelled Groundwater Heads at Catfield Fen under different abstraction scenarios (Layer 1, row 137 column 308, cell G). The cell location covers Rose Fen and the northern half of Long Marsh (Adapted from Figure 7.14, Entec, 2009) (Note: the Ludham PWS licensed quantity used in the model is its former 680 Ml/a, not its current 512 Ml/a)

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E53

0.00

0.01

0.02

0.03

0.04

0.05Water level difference(m)

0.06

0.07

0.08 Jan-70 Jan-72 Jan-74 Jan-76 Jan-78 Jan-80 Jan-82 Jan-84 Jan-86 Jan-88 Jan-90 Jan-92 Jan-94 Jan-96 Jan-98 Jan-00 Jan-02 Jan-04

Naturalised minus Historic Naturalised minus Fully Licensed Naturalised minus Real Fully Licensed

Figure E77 Modelled groundwater head differences for different abstraction scenarios in relation to modelled Naturalised Heads at Catfield Fen (Layer 1, row 137 column 308, cell G). The cell location covers Rose Fen and the northern half of Long Marsh (Based on data shown in Figure E56 Note: water level differences are shown, not water levels. Also that the Ludham PWS licensed quantity used in the model is its former 680 Ml/a, not its current 512 Ml/a)

10 February 2012 h:\projects\30321 catfield fen data evaluation & reporting\docs\final report\appendix e\appendix e.doc