Site Validation Report Taverham Mill Norwich STPI0001 December 2017

Prepared by: Norfolk Partnership Laboratory, County Hall, Martineau Lane, Norwich, Norfolk, NR1 2SG Telephone (01603) 222416

Client: Steve Pickering 16 Penn Road, Taverham, Norwich, NR8 6NN i) Contents

1.0 Introduction 5

1.1 General 1.2 Verification work objectives 5 1.3 Site location

2.0 Review and Summary of previous reports and documentation 6

2.1 Previous two Harrison Environmental reports. 6 2.2 Previous SI inc.QRA and RMS by NPL ref. DFAL0033. 6

3.0 Further discussion with BDC 7

4.0 Remediation 9

4.1 Remediation Works 9 4.2 Variations from remediation plan 9 4.3 Justification for changes to plan 9 4.4 Completion Proposal 9 4.5 Remediation Works Undertaken 10

5.0 Verification, validation and performance testing 19

5.1 Made Ground Cement board 19

6.0 Risk Assessment 20

6.1 Risk to controlled waters 20 6.2 Risk to Human Health 20 6.3 Risk to Buildings and services 20

7.0 Conclusion 21

Page 2 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc Appendices

Appendix A Site location plan Appendix B Proposed layout drawing Appendix C Sample location plans Appendix D Proposed remediation plan Appendix E Contamination test results Appendix F Conveyance notes

Page 3 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc ii) Distribution

S Pickering 1 copy

D Futter Associates 1 copy

Norfolk Partnership Laboratory 1 copy

Page 4 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc 1.0 Introduction

1.1 General

This validation was carried out on land at Taverham Mill, Taverham, Norwich. The area under consideration is a new residential dwelling. Mr S Pickering instructed Norfolk Partnership Laboratory to carry out the work by email after acceptance of Norfolk Partnership Laboratory’s emailed quotation. Norfolk Partnership Laboratory (NPL) provides a service within the Highways Group of the Community and Environmental Services Department of Norfolk County Council.

This report should be read in conjunction with three previously issued reports.

1) Desk Study GN19222 DS, dated July 2015 by Messrs Harrison Environmental.

2) Site Investigation Report GN19222 SI, dated November 2015 by Messrs Harrison Environmental.

3) Supplementary Site Investigation, Including Quantitative Risk Assessment and Remediation Strategy, Taverham Mill, Norwich. Report ref. DFAL0033, dated April 2016 by Messrs Norfolk Partnership Laboratory.

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

1.2 Verification work objectives

The objectives of these works were to implement the remediation strategy and any variation to the remediation strategy submitted to and approved by Broadland District Council.

1.3 Site location

This investigation was carried out on land at Taverham Mill, Taverham, Norwich. The site is located off a private drive accessed from Costessey Road, Taverham (OSGR 615838/313820).

A site location plan is given in Appendix A.

Page 5 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc 2.0 Review and Summary of previous reports and documentation

2.1 Previous reports by Harrison Environmental

These reports were reviewed in the previous report Supplementary Site Investigation, Including Quantitative Risk Assessment and Remediation Strategy, Taverham Mill, Norwich. Report ref. DFAL0033 dated April 2016 by Messrs Norfolk Partnership Laboratory.

2.2 Previous Supplementary SI Inc. QRA and RMS by NPL ref. DFAL0033.

This report concluded that if the following Remediation Strategy was implemented the site would be fit for purpose and pose an insignificant risk to the end user and the environment.

Garden area to the south of the proposed dwelling

This garden area is to be raised by 0.60 metre up to 1.05 metres to allow for the finished garden to be level with the ground floor of the dwelling.

This material imported will be certified clean and suitable for use. Inspection and validation confirming that the requirements have been carried out will be required. This information should be collected and collated throughout the construction process and submitted in a final validation report.

Garden area adjacent to “The Pony Shed”

This area as shown on the remediation plan should be excavated to a depth of 0.60 metre below finished ground level. This area should then be backfilled with either 600mm of certified clean inert topsoil or 300mm of clean certified fill material supplemented by 300mm of certified Topsoil.

Evidence that this work has been carried out will be included within the validation report.

Validation

Following the remediation that is proposed above, a Validation Report should be prepared detailing the remediation work carried out and presenting the validation data.

Page 6 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc 3.0 Further discussion with Broadland District Council (BDC)

Following discussions with Mr S Moore of BDC the final remediation strategy was agreed. In addition to the agreed remediation to the main garden area to the south of the dwelling, the following remedial measures would be required:

a) The land to the south of The Pony Shed

This area will now be soft landscaped. Therefore the remediation in this area will be the removal of the surface material to a depth of 600mm below finished ground level. The area will then be inspected for any signs of potential contamination. If contamination is thought to potentially be present soil analysis will be carried out for contaminants of concern and the results assessed against relevant guidance, to determine if this is a suitable formation level. If no contamination is deemed present or no contamination found, the area will then be backfilled with either 300mm of certified clean subsoil followed by 300mm of certified clean Topsoil, or 600mm of certified Topsoil. Evidence of this removal and placement will be included in the final validation report.

b) The land to the east of the house

This area will now be soft landscaped inside and outside the perimeter fence. Therefore the remediation in this area will be the removal of the surface material to a depth of 600mm below finished ground level within the perimeter fence. The area will then be inspected for any signs of potential contamination. If contamination is thought to potentially be present soil analysis will be carried out for contaminants of concern and the results assessed against relevant guidance, to determine if this is a suitable formation level. If no contamination is deemed present or no contamination found, the area will then be backfilled with either 300mm of certified clean subsoil followed by 300mm of certified clean Topsoil, or 600mm of certified Topsoil.

The area outside the perimeter fence with be reduced in level to 300mm below finished ground level and inspected as above. The area will then be backfilled with 300mm of clean certified Topsoil. Evidence of this removal and placement will be included in the final validation report. A reduced depth of clean cover has been proposed in this location as this area will be private land but used as open space / privacy buffer, therefore access to this area for humans will be prohibited with the exception of the owners whose exposure to this area will be rare and short.

c) The area within the wheel house associated with the construction of the swimming pool

A competent person from NPL will be present on site to inspect the excavation of the proposed swimming pool. The excavation will be inspected for any potential signs of contaminated material present. If contamination is thought to be present, soil samples will be taken in accordance with sampling patterns stated in BS10175:2011 and results assessed against relevant guidance thresholds. If groundwater is encountered during the excavation process a sample will be taken and analysed for contaminants of concern. These results will be assessed against Drinking Water Standards.

Page 7 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc If contamination is found the material will be removed to an extent where suitable clean material is recorded.

Evidence of these works will be included in the final validation report.

A revised remediation plan that supersedes the drawing in Appendix F of the QRA was issued. A copy of this proposed remediation plan can be found in Appendix D of this report.

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4.1 Remediation works

The planned remediation works are as described in Section 3.0.

Areas to be covered by the works are:

i) Main garden area to the south of the house ii) Area to the south of The Pony Shed iii) Area to the east of the house iv) Area of former Wheel House to become swimming pool

4.2 Variations from remediation plan

A variation on the originally proposal discussed in Section 3.0 was carried out in the main garden area to the south of the house. It was decided to not have a soft lawn and garden area but to use synthetic grass over the whole area. Therefore after the area was excavated and lowered no topsoil was replaced. This was changed to construction aggregates.

4.3 Justification for changes to plan

The client required a 365 days a year accessible garden area for all and deemed this was the most appropriate solution.

4.4 Completion Proposal

C4SL’s, Atkins ATRISK and LQM/CIEH S4UL’s threshold values for residential land use produce, with 1% soil organic matter models were used to determine allowable values for any contaminants present to assess human health risk.

To assess the risk to controlled waters the Environment Agency P 20 model would be used. This is the model recommended by the Environment agency to assess the risk to controlled waters. Due to the low levels of contamination found and the distance to the groundwater it was deemed that the risk to controlled waters was low and therefore no model was undertaken.

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4.5.1 Former area of Wheel House proposed swimming pool area.

On 28th October 2016 Mr I Brown of NPL inspected the swimming pool excavation to ensure that the area was clean and free from any visible or olfactory contamination. No evidence of such material was seen and therefore the concrete blinding was laid to ensure stability of the sub-grade.

Photograph 1. Main swimming pool area.

Photograph 2. Offset swimming pool area.

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Photograph 3. Swimming pool area post concreting.

Page 11 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc 4.5.2 Area to the east of the dwelling

The area to the east within the trees was remediated prior to the majority of the construction works. Once the build had been commenced access to this area for machines would be difficult as walls were to be built around the main garden area.

Photograph 4. 600mm of clean certified Topsoil placed.

Photograph 5. Topsoil placed, stockpile of topsoil to be used also shown.

Page 12 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc The Topsoil was sourced from a green field site strip where a Manage was being constructed at Lamberts Farm, Marsham. This material was sampled at source from a stockpile (sample “stockpile 1”) and on site from a stockpile (sample “stockpile ”) by NPL on 27 October 2016 and sent for chemical analysis to determine if the material was fit for reuse in a residential garden area.

The samples indicated above were sent to Envirolab Cheshire for analysis. Envirolab is a UKAS accredited laboratory, No.1247 for a suite SB.

Suite SB = General contamination suite including testing for: Total Sulphate, Boron, Water Soluble, Arsenic, Cadmium, Chromium III, Chromium VI, Copper, Lead, Mercury, Nickel, Selenium, Zinc, Acid Soluble Sulphide, Phenols (Monohydric), Total Cyanide, Elemental Sulphur, pH Value, PAH Total, Speciated PAH , Soil Organic Matter (SOM).

All of the results were found to be below the C4SL’s, Atkins ATRISK and LQM/CIEH S4UL’s threshold values for residential land use produce, with 1% soil organic matter. In addition the results from both samples were comparable showing the material selected was the material received.

A total of 195 tons of Topsoil was used during the remediation works.

Page 13 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc 4.5.3 Area to the south of the Pony Shed.

The area to the south of the Pony shed was inspected on 23 October 2017. The areas had been excavated and refilled with the certified Topsoil revealing a minimum of 600mm of placed material.

Photograph 6 Trialpit to the south of the Pony Shed

Page 14 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc 4.5.4 Main garden area

As discussed a variation to the original remediation proposal was adopted in this area. It was decided to use synthetic grass and therefore no Topsoil would be placed in this area. Instead the area was reduced to a formation level to allow 200mm minimum of imported sand fill to be used as a regulating layer. This was followed by a geotextile. On top of this later was 300mm of crushed brick and concrete Type I material. This was then covered with a Stemma Type I, 100mm thick, before being blinded with granite fines (<5mm). The synthetic grass was then laid on this blinding layer.

Photograph 7. Sand fill and Type I crushed brick and concrete.

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Photograph 8. Sand fill and Type I crushed brick and concrete.

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Photograph 9. Completed Lawn.

Photograph 10. Completed lawn.

Page 17 of 22 T:\HMLAB\PROJECTS\EXTERNAL\STPI0001 Taverham Mill Validation\Reports\Taverham Mill site validation report.doc 4.5.5 Summary of materials movements

As discussed previously in the report the aim of the works was to deliver a site fit for residential development.

195 tons of certified Topsoil were imported into site from Lamberts Farm, Marsham.

Drurys Ltd. supplied all the aggregates and removed all the waste from the site over the duration of the works with the exception of the soft sand which was supplied by Cemex Ltd.

All Conveyance notes are included in Appendix F.

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5.0 Verification, validation and performance testing

5.1 Remediated areas

On the 23 October 2017 during a site inspection five samples V1-V5 were taken from surface deposits as shown on the sample location plan in Appendix C.

Sample Location Depth Testing undertaken V1 North of Pony Shed Ground level Suite SB V2 South of Pony Shed Ground level Suite SB V3 East of house Ground level Suite SB V4 In wooded area Ground level Suite SB east of house V5 In wooded area Ground level Suite SB east of house

The samples indicated above were sent to Envirolab Cheshire for analysis. Envirolab is a UKAS accredited laboratory, No.1247 for a NPL suite SB.

Suite SB = Total Sulphate, Boron, Water Soluble, Arsenic, Cadmium, Chromium III, Chromium VI, Copper, Lead, Mercury, Nickel, Selenium, Zinc, Acid Soluble Sulphide, Phenols (Monohydric), Total Cyanide, Elemental Sulphur, pH Value, PAH Total, Speciated PAH , Soil Organic Matter (som), Total Sulphate, Water soluble Sulphate.

All of the results were found to be below the C4SL’s, Atkins ATRISK and LQM/CIEH S4UL’s threshold values for residential land use produce, with 1% soil organic matter.

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6.1 Risk to controlled waters

Prior to the remediation the site was deemed to pose a low risk to groundwater due to the levels of contaminants of concern and the distance to the groundwater. Since the remediation this quantification can be endorsed. No contaminants remain on the site that pose a significant risk to groundwater or controlled waters.

6.2 Risk to Human Health

The site has been subjected to a full remediation. Test results and inspection have proven that the site is now fit for residential development and poses a low risk to the end user.

6.3 Risk to Buildings and services

Following the remediation the risk posed to buildings and services can be deemed to be low.

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7.0 Conclusion

All remediation works previously recommended have been satisfactorily completed.

The site does no longer pose a significant risk of significant harm and is fit for purpose as a residential development.

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Norfolk Partnership Laboratory

Site Investigation Section

This report was prepared under the direction of

the Assistant Director Highways

N Tupper B.Tech (Hons) C.Eng MICE MCIHT

Author of report

Geoenvironmental Engineer

...... I. D. Brown

Date:...... 21 December 2017....

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Appendix A

Appendix B

NOTES This drawing is the copyright of the Architects can only and be reproduced with their express permission. B Written dimensions must be used in preferencealed. to sc x 10.29 Contractors must check all dimensions on site. Existing building to Discrepancies are to be reported to the Architectsbefore proceeding. be removed as shown x 10.26 dotted. Tenders - This document is produced onlynefit for the of thebe employer and cannot be relied upon by any third parties x 10.24 Existing 1.8m high close boarded fence with concrete posts. A Existing hedge 9.31 9.54 9.70 x 9.96 SPECIAL WARNING 9.50 x x x x x 9.95 9.35 x 9.92 x Relating to disks or electronic data containingputer comfiles of drawings x 9.41 prepared by David Futter Associates Ltd. 9.36 x x 9.35 x 9.39 9.40 9.48 x 9.91 Existing outbuilding x x Drawings issued by David Futter Associatesaper, Ltd diskon p or e-mail x x to be retained. 9.53 9.58 are controlled to ensure that the changescorded can be andre traced. x 9.37 x 9.49 x 9.25 x x 9.33 9.63 9.37 x x 9.78 David Futter Associates Ltd are not responsible unauthorised for changes 9.32 E Existing cobbled wall. made to their drawings or the consequences thereof. Proposed garage to be Proposed Garage xi 9.56 x 9.34 x st x constructed under x 9.45 in 9.30 g T It is not possible to password, protect or lock securely computer generated separate contract. x 9.50 co ra Existing n ck x 9.48 Existing shed to x fie Existing trees & grass to be drawings, and there are consequential risks. Outbuilding rs x 9.60 9.59 be removed. x t x 9.30 o removed & existing ground to x 9.66 b Recipients of electronic copies of this drawingt not make mus amendments e x be stripped to allow for new 9.26 x x 9.20 re 9.46 ta tarmac area & edging kerbs without the written consent of David Futtertes Associa Ltd. 9.29 x in x 9.43 e as shown shaded. d. 9.57 x New Soakaway 9.23 x 9.16 x x 9.51 x 9.30 9.90 9.49 IL 6.73m x x 9.47 9.16 x New surfacing to be domestic black x x SCALE BARS LENGTH 9.39 x coloured asphalt with golden gravel chip 125 x 9.37 x 9.11 to be installed by Gary Cooper Paving. SCALE 10 20 30 40 50 60 70 80 90 100 110 120 x Risin 9.36 9.57 x 9.07 g m 9.14 9.87 x 9.12 ain. x B x x 9.13 9.07 x 9.02 1:1250 9.16 x 1:46.7 x 9.84 x x in. 9.14 x ng ma 9.55 9.15 x Risi 5m 10m 15m 20m 25m 30m 35m 40m 45m 50m x x 8.87 Existing low level wall x x x 8.99 1:500 9.10 x & kerbing to be removed. x 9.76 9.12 x 9.07 8.99 x x x 8.99 8.60 x x 8.62 x x8.90 x New Svp New Svp 8.81 8.66 x x 8.64 9.06 9.10 New Rwp 9.04 x 9.04 x 8.73 8.59 8.55 x 9.55 x x x x Existing FFL = 9.21m 8.90 8.78 Existing timber gate. New Rwp x 8.67 x 9.56 New Svp x x x x 8.61 8.75 x 8.93 8.67 x x 9.20 Existing FFL = 9.06m New Svp x x 8.57 x x 9.33 8.56 8.68 9.45 Existing 1.8m high x 8.61 x Existing 1.2m high Proposed FFL = 9.36m Taverham Mill 8.94 close boarded fence close boarded fence. Proposed FFL = 9.36m New Svp x x 8.94 with timber posts. 8.55 x x New automatic soild New Svp 8.88 x 8.51 Existing gully timber gates with iron x to be removed. railings, see picture. 9.37 x Existing shed to 8.48 x New bio-mass be removed. boiler plant room. Glazed flat roof x 8.41 Decking level = 9.36m x x 8.95 x SW drainage channel to 9.26 8.94 x 8.75 x be installed in front of the 8.40 8.77 x new gates to drain into the 8.40 x existing land opposite. Existing close 8.48 x Proposed 2m high boarded fence. protective solid fencing.

k c a r 9.11 x T re 8.56 1:33 x x x 8.65 8.55 8.23 9.08 x 8.88 x 8.38 x 8.37 8.42 x x x Decking level & false grass level to be the same, no step, 8.60 existing external ground levels Existing 8.62 to be built up as necessary. x Existing outbuilding Outbuilding x 8.20 8.24 x to be retained. x

8.19 x x x 8.26 x x 8.34 8.57 8.51 x 8.09 8.58 x Existing trees & shrubs to be 8.05 x 8.46 x removed as shown dotted. 8.29 Existing brick wall. x x 8.15 x 8.05 x 8.15 x 8.41 Existing x 8.08 x Bridge 8.15 New 1.8m high brick boundary xx 8.44 8.02 wall, See Brick Boundary 8.36 x x 8.26 x Wall Detail. x 8.37 x 8.25 8.32 x 8.18 8.06 x x 8.45 x x 8.12 8.18 8.13 x x 8.04

x 8.95 x Existing k 8.13 c 8.02 Bridge x x a 8.62 x r T x x 8.34 x 8.02 x 8.42 7.12 x x 8.01 8.14 8.41 River Wensum 8.08 x x 8.11 8.23 x x x x x 8.07 8.24 8.01

x Existing Bank 7.82

x 7.90 Water Lvl=7.47m

rev: date:

River Wensum River Wensum architects and consulting engineers A dfal david futter associates ltd Arkitech House 35 Whiffler Road t: 01603 787778 f:01603 787496 Norwich Norfolk e: [email protected] w: www.dfal.tv NR3 2AW

Project: Alterations & Extensions to Taverham Mill, Costessey Road, Taverham, Norwich. existing existing prop. approx. external external level to u/s level level Client: proposed f.f.l. proposed landscape substructure 9.20 Mr & Mrs Pickering. 9.20 9.15 9.36 9.36 9.25 10.20 9.57 existing levels existing f.f.l. existing level existing level existing levelexisting level 8.95 prop. level of 9.21 8.70 8.56 8.41 8.35 prop. approx. Site Sections u/s underpinning level to u/s of Drawing: to exist. found.7.86 prop. level of conc pads u/s conc. pads Section A-A Section B-B 8.26

Checked By: Drawn By: Ref. No. Drg. No. nIc DF

Scales: 1:250 @ A1 Date: 6311 SS01 January 2016

Appendix C NOTES

This drawing is the copyright of the Architects and can only be reproduced with their express permission.

Written dimensions must be used in preference to scaled.

Contractors must check all dimensions on site. Discrepancies are to be reported to the Architects before proceeding.

TendersSPECIAL - WARNINGThis document is produced only for the benefit of the employer and cannot be relied upon by any third parties Relating to disks or electronic data containing computer files of drawings prepared by David Futter Associates Ltd.

Drawings issued by David Futter Associates Ltd on paper, disk or e-mail are controlled to ensure that the changes can be recorded and traced.

Existing cobbled wall. David Futter Associates Ltd are not responsible for unauthorised changes made to their drawings or the consequences thereof.

It is not possible to password, protect or securely lock computer generated drawings, and there are consequential risks.

Recipients of electronic copies of this drawing must not make amendments without the written consent of David Futter Associates Ltd. Existing cobbled wall.

SCALE BARS LENGTH 125 SCALE 10 20 30 40 50 60 70 80 90 100 110 120 1:1250

5m 10m 15m 20m 25m30m 35m 40m 45m 50m Existing 1.8m high close boarded 1:500 fence with concrete posts.

Existing post & wire fence

x 10.29

Existing building to be removed as shown x 10.26 dotted. Soakaway : x 10.24 By Wavin or similar approved, comprising 170 no. Existing 1.8m high close boarded A achieving overall volume of 34m3 Aquacell Core, fence with concrete posts. Existing hedge cells within 5.2m (5m) x 8.7m (8.5m) excavation on plan @ 0.9m (0.8m) below incoming invert level. 9.31 9.54 9.70 x 9.96 Stack crates in a brick bond pattern and provide 9.50 x x x x x 9.95 9.35 x 9.92 x 100mm sharp sand bedding, surround and capping x 9.41 on Multi track NW8 Geotexile membrane. 9.36 x x All in accordance with manufacturers instruction. 9.35x 9.39 9.40 9.48 9.91 Existing outbuilding x x x Overgrown bushes to be retained. x x to be removed. 9.53 9.58 x 9.37 x 9.49 x 9.25x 9.33 9.63 Typical Timber / Metal Entrance Gates x 9.37 x x 9.78 9.32 E Existing cobbled wall. Proposed garage to be Proposed Garage New manual soild xi 9.56 x 9.34 x st x constructed under x 9.45 in Existing 9.30 timber gates with g T x c r separate contract. Existing 9.50 iron railings, see picture. o ac concrete nf k x 9.48 Existing shed to x ie Existing trees & grass to be Outbuilding surfacing. rs x 9.60 9.59 be removed. x t x 9.30 o removed & existing ground to x 9.66 b e x be stripped to allow for new New submersible twin pump 9.26x x 9.20 re 9.46 p Existing approx. ta tarmac area & edging kerbs x gradient of FW in x 9.43 9.29 e as shown shaded. drain 1:35. New Soakaway d. ackage pumping station to 9.57 x 9.23 x 9.16 x be MagnaGrand 2800 Twin, x 9.51 9.30 IL 6.73m x Capacity: 2800 litres, Size: 9.90 9.49 x x 9.47 1500mm ø x 2200mm deep, 9.16 IL 7.53m x supplied by Edincare Pumps x x Rising main. 9.39 x 9.11 x 9.37 x New IC x Search for & find existing Risin 9.36 x 9.57 F x 9.07 CL 9.02m g m x 9.14 9.87 9.12 W drain & build new IL 7.58m ain. New FW rising main to be x x 9.13 9.07 x 9.02 New IC inspection chamber. 1:100 9.16 x 1:46.7 New IC connected into existing x 9.84 CL 9.12m x CL 8.90m . public sewer on Existing septic tanks IL 7.97m x x IL 7.75m main 9.14 Existing IC x Rising to be filled in. 9.55 9.15 CL 9.07m Existing IC Costessey Road x x to be removed. 8.87 Existing low level wall x IL 8.37m x & kerbing to be removed. x 8.99 9.10 x New IC New New x 9.76 CL 9.10m 9.12 Rwp x Existing post & wire fence 9.07 New Rwp Rwp 8.99 x Typical External Steps New IC IL 7.970m approx. x New x 8.99 Depth 1.13m 8.60 x x buried within overgrown hedges. CL 9.10m Existing New Rwp Existing gully R Existing gully 8.62 x x8.90 x IL 7.565m approx. New Svp gully to be to be removed. New Svp wp to be removed. 8.81 8.66 1:33 x x 8.64 Depth 1.535m 9.06 9.10 New Rwp retained. 9.04 x 9.04 x 8.73 8.59 8.55 x 9.55 x x x Existing FFL = 9.21m x 8.90 8.78 Existing timber gate. Existing FW drainage into New Rwp x 8.67x 9.56 New Svp x x existing septic tanks to x x 8.61 8.75 be stopped off as necessary. Existing FFL = 9.06m x 8.93 8.67 x x 9.20 New Svp x x 8.57x x 9.33 8.56 8.68 9.45 x 8.61 x

1:100 Existing 1.8m high Proposed FFL = 9.36m close boarded fence Existing 1.2m high Taverham Mill New Rwp close boarded fence. Proposed FFL = 9.36m New Svp x x 8.94 with timber posts. 8.55 x 8.94 x New automatic soild 1:100 New Svp 8.88 x 8.51 New New Existing gully timber gates with iron x 8.90 Rwp Rwp to be removed. railings, see picture. Existing Hidden gutter to flat roof. New bio-mass 9.37 x Existing shed to 8.48 x Rwp be removed. boiler plant room. Glazed flat roof

New SW 100mm drainage pipe N Gully Gully ew Rwp x 8.41 Decking level = 9.36m e Hidden gutter to flat roof. New FW 100mm drainage pipe pip x 8.95 e x 9.26x ag in New Rwp 8.94 x 8.75 ra Gully New Rwp x d 8.40 8.77x W F x m m Gully 00 1:80 Existing close 1 x Proposed 2m high ew 8.40 Typical External Handrails boarded fence. New N re New 100mm SW drainage pipe protective solid fencing. New New 100mm FW drainage pipe Rwp New IC Rwp 8.48 New IC k CL 8.65m 2 no. chlorine tanks CL 8.40m c a New 1.8m high brick piers with IL 8.20m for the swimming pool. Millboard Weathered Oak, IL 7.95m r 9.11x T radius capping & iron railings, Colour Driftwood, Size 200mm See Brick Boundary Wall with re wide x 32mm thick. 8.56 Iron Railings Detail. New IC New 100mm FW drainage pipe1:33 New IC x C x CL 8.60m x B Soak-away added 10/12/15 nIc 8.65 L 9.36m 8.23 9.08x 8.88 x IL8.220m 8.38 x 8.37 x Depth IL 8.760m x x A Protective perimeter fencing indicated. 02/11/15 nIc Depth 0.6m 8.55 Decking level & false grass 8.42 level to be the same, no step, 8.60 existing external ground levels SW gullies to be positioned Existing 8.62 to be built up as necessary. x within the concrete slab under Existing outbuilding x 8.20 8.24x the decking area, concrete slab architects and consulting engineers to be retained. Outbuilding FW invert levels for new x to be laid to falls into gullies. rev: date: IC to be determined on site after determining the depth 8.19 x x x 8.26 x of the existing drain. x 8.34 8.51 8.57 x 8.09 8.58 x Existing trees & shrubs to be 8.05x dfal 8.46 removed as shown dotted. x 8.29 david futter associates ltd Existing brick wall. x x 8.15 NOTE: x Arkitech House 8.05 Existing pond to be filled x 8.15 in as necessary. 35 Whiffler Road x 8.41 Existing x t: 01603 787778 f:01603 787496 Norwich Norfolk 8.08 x Bridge 8.15 New 1.8m high brick boundary e: [email protected] w: www.dfal.tv NR3 2AW xx 8.44 8.02 wall, See Brick Boundary 8.36 x x 8.26 x Wall Detail. x 8.37 x 8.25 8.32 x 8.18 8.06 x x 8.45 x x New 1.8m high brick piers with 8.12 8.18 8.13 x x radius capping & iron railings, 8.04 Alterations & Extensions to See Brick Boundary Wall with x 8.95 Iron Railings Detail. x Taverham Mill, Costessey Road, Existing k 8.13 c 8.02 Bridge x x a Project: 8.62 x r Taverham, Norwich. T x x 8.34 x 8.02 x 8.42 Existing rear garden within new 7.12 x x 8.01 brick boundary walls to have everything 8.14 8.41 completely removed & stripped back & River Wensum 8.08x x 8.11 new base & false grass surface to be 8.23 laid in conjunction with specialists. Mr & Mrs Pickering. x x x x x 8.07 8.24 x 8.01 Client: 7.52

x Existing Bank 7.82 River Wensum Drainage Layout x nk Water Lvl=7.47m Drawing: Ba 7.90 ng isti Ex Checked By: River Wensum River Wensum Drawn By: A Ref. No. DP DF B Scales:

1:250 @ A1 Drg. No. Date: 6311 SL03 July 2015

Appendix D NOTES

This drawing is the copyright of the Architects and can only be reproduced with their express permission.

Written dimensions must be used in preference to scaled.

Contractors must check all dimensions on site. Discrepancies are to be reported to the Architects before proceeding.

Drawings issued by David Futter Associates Ltd on paper, disk or e-mail are controlled to ensure that the changes can be recorded and traced.

Existing cobbled wall. David Futter Associates Ltd are not responsible for unauthorised changes made to their drawings or the consequences thereof.

It is not possible to password, protect or securely lock computer generated drawings, and there are consequential risks.

Recipients of electronic copies of this drawing must not make amendments without the written consent of David Futter Associates Ltd. Existing cobbled wall.

SCALE BARS LENGTH 125 SCALE 10 20 30 40 50 60 70 80 90 100 110 120 1:1250

5m 10m 15m 20m 25m30m 35m 40m 45m 50m Existing 1.8m high close boarded 1:500 fence with concrete posts.

Existing post & wire fence

x 10.29

x Existing Bank 7.82 River Wensum Drainage Layout x nk Water Lvl=7.47m Drawing: Ba 7.90 ng isti Ex Checked By: River Wensum River Wensum Drawn By: A Ref. No. DP DF B Scales:

1:250 @ A1 Drg. No. Date: 6311 SL03 July 2015

Appendix E

Units 7 & 8 Sandpits Business Park Mottram Road, Hyde, Cheshire, SK14 3AR

FINAL ANALYTICAL TEST REPORT

Envirolab Job Number: 16/06143 Issue Number: 1 Date: 04 October, 2016

Client: Norfolk Partnership Laboratory Environment, Transport and Development Department Norfolk County Council County Hall Norwich Norfolk NR1 2SG

Project Manager: Sharon Woods; Simon Holden Project Name: Taverham Mill Validation Project Ref: STPI0001 Order No: 524328 Date Samples Received: 28/09/16 Date Instructions Received: 28/09/16 Date Analysis Completed: 04/10/16

Prepared by: Approved by:

Kate Keningale Georgia King Administrative Assistant Client Service Manager

Page 1 of 4

Envirolab Job Number: 16/06143 Client Project Name: Taverham Mill Validation

Client Project Ref: STPI0001

Lab Sample ID 16/06143/1 16/06143/2

Client Sample No 9277 9278

Client Sample ID Sample A Stockpile

Depth to Top

Depth To Bottom

Date Sampled 27-Sep-16 27-Sep-16

Sample Type Soil - D Soil - D

Sample Matrix Code 4AE 4A Units Methodref

# A-T-044 % Stones >10mm A 4.7 4.1 % w/w

M# A-T-031s pH D 6.71 6.40 pH

M# A-T-026s Sulphate (water sol 2:1) D <0.01 <0.01 g/l

M# A-T-028s Sulphate (acid soluble) D <200 <200 mg/kg

M# A-T-042sTCN Cyanide (total) A <1 <1 mg/kg

A-T-050s Phenols - Total by HPLC A <0.2 <0.2 mg/kg

A-T-S2-s Sulphide A <15 <15 mg/kg

M# A-T-029s Sulphur (elemental) D <5 <5 mg/kg

M# A-T-032 OM Organic matter D 1.0 1.0 % w/w

M# A-T-024s Arsenic D 7 7 mg/kg

M# A-T-027s Boron (water soluble) D <1.0 <1.0 mg/kg

M# A-T-024s Cadmium D <0.5 <0.5 mg/kg

M# A-T-024s Copper D 8 8 mg/kg

M# A-T-024s Chromium D 10 12 mg/kg

A-T-040s Chromium (hexavalent) D <1 <1 mg/kg

M# A-T-024s Lead D 12 13 mg/kg

A-T-024s Mercury D <0.17 <0.17 mg/kg

M# A-T-024s Nickel D 7 7 mg/kg

A-T-024s Selenium D <1 <1 mg/kg

M# A-T-024s Zinc D 30 28 mg/kg

Page 2 of 4

Envirolab Job Number: 16/06143 Client Project Name: Taverham Mill Validation

Client Project Ref: STPI0001

Lab Sample ID 16/06143/1 16/06143/2

Client Sample No 9277 9278

Client Sample ID Sample A Stockpile

Depth to Top

Depth To Bottom

Date Sampled 27-Sep-16 27-Sep-16

Sample Type Soil - D Soil - D

Sample Matrix Code 4AE 4A Units Methodref

PAH 16

M# A-T-019s Acenaphthene A <0.01 <0.01 mg/kg

M# A-T-019s Acenaphthylene A <0.01 <0.01 mg/kg

M# A-T-019s Anthracene A <0.02 <0.02 mg/kg

M# A-T-019s Benzo(a)anthracene A <0.04 <0.04 mg/kg

M# A-T-019s Benzo(a)pyrene A <0.04 <0.04 mg/kg

M# A-T-019s Benzo(b)fluoranthene A <0.05 <0.05 mg/kg

M# A-T-019s Benzo(ghi)perylene A <0.05 <0.05 mg/kg

M# A-T-019s Benzo(k)fluoranthene A <0.07 <0.07 mg/kg

M# A-T-019s Chrysene A <0.06 <0.06 mg/kg

M# A-T-019s Dibenzo(ah)anthracene A <0.04 <0.04 mg/kg

M# A-T-019s Fluoranthene A <0.08 <0.08 mg/kg

M# A-T-019s Fluorene A <0.01 <0.01 mg/kg

M# A-T-019s Indeno(123-cd)pyrene A <0.03 <0.03 mg/kg

M# A-T-019s Naphthalene A <0.03 <0.03 mg/kg

M# A-T-019s Phenanthrene A <0.03 <0.03 mg/kg

M# A-T-019s Pyrene A <0.07 <0.07 mg/kg

M# A-T-019s PAH (total 16) A <0.08 <0.08 mg/kg

Page 3 of 4

REPORT NOTES

General: This report shall not be reproduced, except in full, without written approval from Envirolab. Analytical results reflect the quality of the sample at the time of analysis only. Opinions and interpretations expressed are outside the scope of our accreditation. If results are in italic font they are associated with an AQC failure. These are not accredited and are unreliable. A deviating samples report is appended and will indicate if samples or tests have been found to be deviating. Any test results affected may not be an accurate record of the concentration at the time of sampling and, as a result, may be invalid.

Soil chemical analysis: All results are reported as dry weight (<40°C). For samples with Matrix Codes 1 - 6 natural stones, brick and concrete fragments >10mm and any extraneous material (visible glass, metal or twigs) are removed and excluded from the sample prior to analysis and reported results corrected to a whole sample basis. This is reported as '% stones >10mm'. For samples with Matrix Code 7 the whole sample is dried and crushed prior to analysis and this supersedes any “A” subscripts All analysis is performed on the sample as received for soil samples which are positive for asbestos and/or if they are from outside the European Union and this supersedes any "D" subscripts.

TPH analysis of water by method A-T-007: Free and visible oils are excluded from the sample used for analysis so that the reported result represents the dissolved phase only.

Asbestos: Asbestos in soil analysis is performed on a dried aliquot of the submitted sample and cannot guarantee to identify asbestos if only present in small numbers as discrete fibres/fragments in the original sample. Stones etc. are not removed from the sample prior to analysis. Quantification of asbestos is a 3 stage process including visual identification, hand picking and weighing and fibre counting by sedimentation/phase contrast optical microscopy if required. If asbestos is identified as being present but is not in a form that is suitable for analysis by hand picking and weighing (normally if the asbestos is present as free fibres) quantification by sedimentation is performed. Where ACMs are found a percentage asbestos is assigned to each with reference to 'HSG264, Asbestos: The survey guide' and the calculated asbestos content is expressed as a percentage of the dried soil sample aliquot used.

Predominant Matrix Codes: 1 = SAND, 2 = LOAM, 3 = CLAY, 4 = LOAM/SAND, 5 = SAND/CLAY, 6 = CLAY/LOAM, 7 = OTHER, 8 = Asbestos bulk ID sample. Samples with Matrix Code 7 & 8 are not predominantly a SAND/LOAM/CLAY mix and are not covered by our BSEN 17025 or MCERTS accreditations, with the exception of bulk asbestos which are BSEN 17025 accredited. Secondary Matrix Codes: A = contains stones, B = contains construction rubble, C = contains visible hydrocarbons, D = contains glass/metal, E = contains roots/twigs.

Key: IS indicates Insufficient Sample for analysis. US indicates Unsuitable Sample for analysis. NDP indicates No Determination Possible. NAD indicates No Asbestos Detected. N/A indicates Not Applicable. Superscript # indicates method accredited to ISO 17025. Superscript "M" indicates method accredited to MCERTS. Subscript "A" indicates analysis performed on the sample as received. Subscript "D" indicates analysis performed on the dried sample, crushed to pass a 2mm sieve

Please contact us if you need any further information.

Page 4 of 4

Units 7 & 8 Sandpits Business Park Mottram Road, Hyde, Cheshire, SK14 3AR

FINAL ANALYTICAL TEST REPORT

Envirolab Job Number: 17/07371 Issue Number: 1 Date: 06 November, 2017

Client: Norfolk Partnership Laboratory Environment, Transport and Development Department Norfolk County Council County Hall Norwich Norfolk NR1 2SG

Project Manager: Sharon Woods; Simon Holden Project Name: Traverham Mill Validation Project Ref: STPI0001 Order No: 569654 Date Samples Received: 30/10/17 Date Instructions Received: 30/10/17 Date Analysis Completed: 06/11/17

Prepared by: Approved by:

Danielle Brierley Iain Haslock Client Manager Analytical Consultant

Page 1 of 4

Envirolab Job Number: 17/07371 Client Project Name: Traverham Mill Validation

Client Project Ref: STPI0001

Lab Sample ID 17/07371/1 17/07371/2 17/07371/3 17/07371/4 17/07371/5

Client Sample No 10300 10301 10302 10303 10304

Client Sample ID V1 V2 V3 V4 V5

Depth to Top 0.00 0.00 0.00 0.00 0.00

Depth To Bottom

23-Oct-17 23-Oct-17 23-Oct-17 23-Oct-17 23-Oct-17

Date Sampled

Sample Type Soil - D Soil - D Soil - D Soil - D Soil - D

Sample Matrix Code 4AE 4AE 4AE 4AE 4AE

Units Methodref

A-T-044 % Stones >10mmA 1.2 9.7 3.4 1.7 0.6 % w/w

A-T-031s pHD 6.83 6.97 7.00 7.01 6.82 pH

M# A-T-026s Sulphate (water sol 2:1)D <0.01 <0.01 <0.01 <0.01 <0.01 g/l

M# A-T-028s Sulphate (acid soluble)D 200 210 210 240 270 mg/kg

A-T-042sTCN Cyanide (total)A <1 <1 <1 <1 <1 mg/kg

A-T-050s Phenols - Total by HPLCA <0.2 <0.2 <0.2 <0.2 <0.2 mg/kg

A-T-S2-s SulphideA <15 <15 <15 <15 <15 mg/kg

M# A-T-029s Sulphur (elemental)D <5 <5 <5 <5 <5 mg/kg

M# A-T-032 OM Organic matterD 1.3 1.4 1.4 1.6 2.1 % w/w

M# A-T-024s ArsenicD 6 5 5 5 6 mg/kg

M# A-T-027s Boron (water soluble)D <1.0 <1.0 <1.0 <1.0 <1.0 mg/kg

M# A-T-024s CadmiumD <0.5 <0.5 <0.5 <0.5 <0.5 mg/kg

M# A-T-024s CopperD 8 6 8 8 9 mg/kg

M# A-T-024s ChromiumD 10 8 10 9 11 mg/kg

A-T-040s Chromium (hexavalent)D <1 <1 <1 <1 <1 mg/kg

M# A-T-024s LeadD 18 14 15 16 16 mg/kg

A-T-024s MercuryD <0.17 <0.17 <0.17 <0.17 <0.17 mg/kg

M# A-T-024s NickelD 7 5 7 6 7 mg/kg

M# A-T-024s SeleniumD <1 <1 <1 <1 <1 mg/kg

M# A-T-024s ZincD 32 24 30 29 31 mg/kg

Page 2 of 4

Envirolab Job Number: 17/07371 Client Project Name: Traverham Mill Validation

Client Project Ref: STPI0001

Lab Sample ID 17/07371/1 17/07371/2 17/07371/3 17/07371/4 17/07371/5

Client Sample No 10300 10301 10302 10303 10304

Client Sample ID V1 V2 V3 V4 V5

Depth to Top 0.00 0.00 0.00 0.00 0.00

Depth To Bottom

23-Oct-17 23-Oct-17 23-Oct-17 23-Oct-17 23-Oct-17

Date Sampled

Sample Type Soil - D Soil - D Soil - D Soil - D Soil - D

Sample Matrix Code 4AE 4AE 4AE 4AE 4AE

Units Methodref

PAH 16

M# A-T-019s AcenaphtheneA <0.01 <0.01 <0.01 <0.01 <0.01 mg/kg

M# A-T-019s AcenaphthyleneA <0.01 <0.01 <0.01 <0.01 <0.01 mg/kg

M# A-T-019s AnthraceneA <0.02 <0.02 <0.02 <0.02 <0.02 mg/kg

M# A-T-019s Benzo(a)anthraceneA <0.04 <0.04 <0.04 <0.04 <0.04 mg/kg

M# A-T-019s Benzo(a)pyreneA <0.04 <0.04 <0.04 <0.04 <0.04 mg/kg

M# A-T-019s Benzo(b)fluorantheneA <0.05 <0.05 <0.05 <0.05 <0.05 mg/kg

M# A-T-019s Benzo(ghi)peryleneA <0.05 <0.05 <0.05 <0.05 <0.05 mg/kg

M# A-T-019s Benzo(k)fluorantheneA <0.07 <0.07 <0.07 <0.07 <0.07 mg/kg

M# A-T-019s ChryseneA <0.06 <0.06 <0.06 <0.06 <0.06 mg/kg

M# A-T-019s Dibenzo(ah)anthraceneA <0.04 <0.04 <0.04 <0.04 <0.04 mg/kg

M# A-T-019s FluorantheneA <0.08 <0.08 <0.08 <0.08 <0.08 mg/kg

M# A-T-019s FluoreneA <0.01 <0.01 <0.01 <0.01 <0.01 mg/kg

M# A-T-019s Indeno(123-cd)pyreneA <0.03 <0.03 <0.03 <0.03 <0.03 mg/kg

M# A-T-019s NaphthaleneA <0.03 <0.03 <0.03 <0.03 <0.03 mg/kg

M# A-T-019s PhenanthreneA <0.03 <0.03 <0.03 <0.03 <0.03 mg/kg

M# A-T-019s PyreneA <0.07 <0.07 <0.07 <0.07 <0.07 mg/kg

M# A-T-019s PAH (total 16)A <0.08 <0.08 <0.08 <0.08 <0.08 mg/kg

Page 3 of 4

REPORT NOTES

General: This report shall not be reproduced, except in full, without written approval from Envirolab. All samples contained within this report, and any received with the same delivery, will be disposed of one month after the date of this report. Analytical results reflect the quality of the sample at the time of analysis only. Opinions and interpretations expressed are outside the scope of our accreditation. If results are in italic font they are associated with an AQC failure and there is insufficient sample to repeat the analysis. These are not accredited and are unreliable. A deviating samples report is appended and will indicate if samples or tests have been found to be deviating. Any test results affected may not be an accurate record of the concentration at the time of sampling and, as a result, may be invalid.

Soil chemical analysis: All results are reported as dry weight (<40°C). For samples with Matrix Codes 1 - 6 natural stones, brick and concrete fragments >10mm and any extraneous material (visible glass, metal or twigs) are removed and excluded from the sample prior to analysis and reported results corrected to a whole sample basis. This is reported as '% stones >10mm'. For samples with Matrix Code 7 the whole sample is dried and crushed prior to analysis and this supersedes any “A” subscripts All analysis is performed on the sample as received for soil samples which are positive for asbestos or the client has informed asbestos may be present and/or if they are from outside the European Union and this supersedes any "D" subscripts.

TPH analysis of water by method A-T-007: Free and visible oils are excluded from the sample used for analysis so that the reported result represents the dissolved phase only.

Electrical Conductivity of water by Method A-T-037: Results greater than 12900µS/cm @ 25°C / 11550µS/cm @ 20°C fall outside the calibration range and as such are unaccredited.

Please contact us if you need any further information.

Page 4 of 4

Appendix F

Loads IN by Site - Weights

From: 31/07/2016 Tuesday 07 November To: 31/12/2016 Job Date Service Quantity Container Our Ref Weight Ticket Ref Net Weight Grade Weight NORFOLK PROFESSIONAL BUILDING SERVICES LTD Taverham Mill, Costessey Road, Norwich, NR8 6TA 06/09/2016 HAU 22781 22781 18.060T RUBBLE 17 05 04 18.060 T 06/09/2016 HAU 22776 22776 17.780T RUBBLE 17 05 04 17.780 T 06/09/2016 HAU 22778 22778 17.800T RUBBLE 17 05 04 17.800 T 06/09/2016 HAU 22779 22779 15.200T RUBBLE 17 05 04 15.200 T 06/09/2016 HAU 22780 22780 19.420T RUBBLE 17 05 04 19.420 T 06/09/2016 HAU 22771 22771 17.660T Soil and stones 170504 17.660 T 06/09/2016 HAU 22772 22772 18.960T Soil and stones 170504 18.960 T 06/09/2016 HAU 22765 22765 18.600T Soil and stones 170504 18.600 T 06/09/2016 HAU 22768 22768 17.460T Soil and stones 170504 17.460 T 06/09/2016 HAU 22767 22767 16.940T Soil and stones 170504 16.940 T 06/09/2016 HAU 22766 22766 16.740T Soil and stones 170504 16.740 T 06/09/2016 HAU 22770 22770 15.860T Soil and stones 170504 15.860 T 06/09/2016 HAU 22769 22769 15.340T Soil and stones 170504 15.340 T 06/09/2016 HAU 22773 22773 14.180T Soil and stones 170504 14.180 T 06/09/2016 HAU 22774 22774 13.940T Soil and stones 170504 13.940 T 08/09/2016 HAU 22974 22974 18.420T RUBBLE 17 05 04 18.420 T 08/09/2016 HAU 22973 22973 16.800T RUBBLE 17 05 04 16.800 T 09/09/2016 HAU 23019 23019 17.840T RUBBLE 17 05 04 17.840 T 22/09/2016 HAU 23773 23773 17.080T RUBBLE 17 05 04 17.080 T

VAT Registration: 239 4486 73 Company Registration: 9976716 Waste Management License: EPR/DB3908XZ Waste Carriers License: CBDU95849

Waste Logics is an online waste management software solution. Trusted by skip hire and trade waste companies, waste transfer stations, material recycling facilities and scrap metal processors.

Loads IN by Site - Weights

From: 31/07/2016 Tuesday 07 November To: 31/12/2016 Job Date Service Quantity Container Our Ref Weight Ticket Ref Net Weight Grade Weight NORFOLK PROFESSIONAL BUILDING SERVICES LTD Taverham Mill, Costessey Road, Norwich, NR8 6TA 22/09/2016 HAU 23774 23774 19.100T RUBBLE 17 05 04 19.100 T 26/09/2016 HAU 23870 23870 18.780T RUBBLE 17 05 04 18.780 T 26/09/2016 HAU 23871 23871 19.060T RUBBLE 17 05 04 19.060 T 26/09/2016 HAU 23875 23875 19.360T RUBBLE 17 05 04 19.360 T 26/09/2016 HAU 23873 23873 18.180T RUBBLE 17 05 04 18.180 T 26/09/2016 HAU 23868 23868 18.000T RUBBLE 17 05 04 18.000 T 26/09/2016 HAU 23872 23872 17.700T RUBBLE 17 05 04 17.700 T 26/09/2016 HAU 23869 23869 17.200T RUBBLE 17 05 04 17.200 T 26/09/2016 HAU 23867 23867 17.180T RUBBLE 17 05 04 17.180 T 26/09/2016 HAU 23874 23874 16.840T RUBBLE 17 05 04 16.840 T 26/09/2016 HAU 23866 23866 15.180T RUBBLE 17 05 04 15.180 T 27/09/2016 HAU 24002 24002 17.100T RUBBLE 17 05 04 17.100 T 27/09/2016 HAU 24003 24003 18.840T RUBBLE 17 05 04 18.840 T 27/09/2016 HAU 24004 24004 15.220T RUBBLE 17 05 04 15.220 T 27/09/2016 HAU 24006 24006 16.140T RUBBLE 17 05 04 16.140 T 27/09/2016 HAU 24005 24005 17.080T RUBBLE 17 05 04 17.080 T 04/10/2016 HAU 24423 24423 23.020T RUBBLE 17 05 04 23.020 T 04/10/2016 HAU 24421 24421 18.500T RUBBLE 17 05 04 18.500 T 04/10/2016 HAU 24419 24419 18.900T

VAT Registration: 239 4486 73 Company Registration: 9976716 Waste Management License: EPR/DB3908XZ Waste Carriers License: CBDU95849

Waste Logics is an online waste management software solution. Trusted by skip hire and trade waste companies, waste transfer stations, material recycling facilities and scrap metal processors.

Loads IN by Site - Weights

From: 31/07/2016 Tuesday 07 November To: 31/12/2016 Job Date Service Quantity Container Our Ref Weight Ticket Ref Net Weight Grade Weight NORFOLK PROFESSIONAL BUILDING SERVICES LTD Taverham Mill, Costessey Road, Norwich, NR8 6TA RUBBLE 17 05 04 18.900 T 04/10/2016 HAU 24420 24420 19.280T RUBBLE 17 05 04 19.280 T 04/10/2016 HAU 24515 24515 19.300T RUBBLE 17 05 04 19.300 T 04/10/2016 HAU 24422 24422 19.480T RUBBLE 17 05 04 19.480 T 05/10/2016 HAU 24587 24587 20.140T Soil and stones 170504 20.140 T 06/10/2016 HAU 24688 24688 18.860T Soil and stones 170504 18.860 T 06/10/2016 HAU 24591 24591 18.020T Soil and stones 170504 18.020 T 06/10/2016 HAU 24686 24686 18.580T Soil and stones 170504 18.580 T 06/10/2016 HAU 24687 24687 18.480T Soil and stones 170504 18.480 T 06/10/2016 HAU 24588 24588 19.340T Soil and stones 170504 19.340 T 07/10/2016 HAU 24717 24717 21.260T Soil and stones 170504 21.260 T 07/10/2016 HAU 24718 24718 19.840T Soil and stones 170504 19.840 T 10/10/2016 HAU 24720 24720 17.480T Soil and stones 170504 17.480 T 10/10/2016 HAU 24719 24719 18.980T Soil and stones 170504 18.980 T 10/10/2016 HAU 24721 24721 19.480T Soil and stones 170504 19.480 T 11/10/2016 HAU 24854 24854 19.000T Soil and stones 170504 19.000 T 11/10/2016 HAU 24853 24853 19.000T Soil and stones 170504 19.000 T 11/10/2016 HAU 24852 24852 19.000T Soil and stones 170504 19.000 T 12/10/2016 HAU 24912 24912 20.000T Soil and stones 170504 20.000 T

VAT Registration: 239 4486 73 Company Registration: 9976716 Waste Management License: EPR/DB3908XZ Waste Carriers License: CBDU95849

Waste Logics is an online waste management software solution. Trusted by skip hire and trade waste companies, waste transfer stations, material recycling facilities and scrap metal processors.

Loads IN by Site - Weights

From: 31/07/2016 Tuesday 07 November To: 31/12/2016 Job Date Service Quantity Container Our Ref Weight Ticket Ref Net Weight Grade Weight NORFOLK PROFESSIONAL BUILDING SERVICES LTD Taverham Mill, Costessey Road, Norwich, NR8 6TA 12/10/2016 HAU 24913 24913 10.000T Soil and stones 170504 10.000 T 12/10/2016 HAU 24856 24856 19.000T Soil and stones 170504 19.000 T 12/10/2016 HAU 24911 24911 20.000T Soil and stones 170504 20.000 T 12/10/2016 HAU 24855 24855 19.000T Soil and stones 170504 19.000 T 13/10/2016 HAU 24954 24954 19.160T Soil and stones 170504 19.160 T 13/10/2016 HAU 24956 24956 15.360T Soil and stones 170504 15.360 T 13/10/2016 HAU 24957 24957 18.320T Soil and stones 170504 18.320 T 13/10/2016 HAU 24959 24959 18.660T Soil and stones 170504 18.660 T 13/10/2016 HAU 24951 24951 19.520T Soil and stones 170504 19.520 T 13/10/2016 HAU 24952 24952 19.580T Soil and stones 170504 19.580 T 13/10/2016 HAU 24958 24958 19.640T Soil and stones 170504 19.640 T 13/10/2016 HAU 24950 24950 24.940T Soil and stones 170504 24.940 T 14/10/2016 HAU 25068 25068 20.000T Soil and stones 170504 20.000 T 14/10/2016 HAU 25066 25066 21.300T Soil and stones 170504 21.300 T 14/10/2016 HAU 25064 25064 22.000T Soil and stones 170504 22.000 T 14/10/2016 HAU 25069 25069 20.000T Soil and stones 170504 20.000 T 14/10/2016 HAU 24955 24955 20.000T Soil and stones 170504 20.000 T 14/10/2016 HAU 24953 24953 20.000T Soil and stones 170504 20.000 T 14/10/2016 HAU 25065 25065 20.600T Soil and stones 170504 20.600 T

VAT Registration: 239 4486 73 Company Registration: 9976716 Waste Management License: EPR/DB3908XZ Waste Carriers License: CBDU95849

Waste Logics is an online waste management software solution. Trusted by skip hire and trade waste companies, waste transfer stations, material recycling facilities and scrap metal processors.

Loads IN by Site - Weights

From: 31/07/2016 Tuesday 07 November To: 31/12/2016 Job Date Service Quantity Container Our Ref Weight Ticket Ref Net Weight Grade Weight NORFOLK PROFESSIONAL BUILDING SERVICES LTD Taverham Mill, Costessey Road, Norwich, NR8 6TA 14/10/2016 HAU 25067 25067 18.520T Soil and stones 170504 18.520 T 17/10/2016 HAU 25121 25121 17.780T Soil and stones 170504 17.780 T 17/10/2016 HAU 25125 25125 20.600T Soil and stones 170504 20.600 T 17/10/2016 HAU 25124 25124 20.440T Soil and stones 170504 20.440 T 17/10/2016 HAU 25122 25122 17.040T Soil and stones 170504 17.040 T 25/10/2016 HAU 25620 25620 19.520T Soil and stones 170504 19.520 T 27/10/2016 HAU 25716 25716 22.960T Soil and stones 170504 22.960 T 27/10/2016 HAU 25715 25715 22.640T Soil and stones 170504 22.640 T 27/10/2016 HAU 25714 25714 22.260T Soil and stones 170504 22.260 T 27/10/2016 HAU 25718 25718 19.060T Soil and stones 170504 19.060 T 27/10/2016 HAU 25722 25722 22.060T Soil and stones 170504 22.060 T 27/10/2016 HAU 25717 25717 18.880T Soil and stones 170504 18.880 T 27/10/2016 HAU 25720 25720 19.860T Soil and stones 170504 19.860 T 27/10/2016 HAU 25721 25721 20.960T Soil and stones 170504 20.960 T 27/10/2016 HAU 25723 25723 20.360T Soil and stones 170504 20.360 T 31/10/2016 HAU 25908 25908 20.000T Soil and stones 170504 20.000 T 31/10/2016 HAU 25901 25901 20.000T Soil and stones 170504 20.000 T 31/10/2016 HAU 25902 25902 20.000T Soil and stones 170504 20.000 T 31/10/2016 HAU 25903 25903 20.000T

VAT Registration: 239 4486 73 Company Registration: 9976716 Waste Management License: EPR/DB3908XZ Waste Carriers License: CBDU95849

Waste Logics is an online waste management software solution. Trusted by skip hire and trade waste companies, waste transfer stations, material recycling facilities and scrap metal processors.

Loads IN by Site - Weights

Total Waste off this site: RUBBLE 557.840 T Soil and stones 1,421.280 T

VAT Registration: 239 4486 73 Company Registration: 9976716 Waste Management License: EPR/DB3908XZ Waste Carriers License: CBDU95849

Waste Logics is an online waste management software solution. Trusted by skip hire and trade waste companies, waste transfer stations, material recycling facilities and scrap metal processors.

Scrap Disposals by Grade Weights NORFOLK PROFESSIONAL BUILDING 40MM STONE 18.480 517.44 32769 16/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 32769 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING 40MM STONE 10.080 282.24 33970 03/04/2017 Spring Farm, Hoe Road, Gressenhall, NR19 2RS Aggregate Products YX08 EDO Seamans 33970 SERVICES LTD Truck NORFOLK PROFESSIONAL BUILDING 40MM STONE 19.370 416.46 37103 15/05/2017 Spring Farm, Hoe Road, Gressenhall, NR19 2RS Aggregate Products YX08 EDO JOZSEF 37103 SERVICES LTD 40MM STONE Total: 47.930 1216.14 Average 40MM STONE: 25.37 NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 17.300 276.80 27001 21/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 27001 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.260 292.16 27002 21/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 27002 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.180 306.88 27086 22/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 27086 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 17.880 286.08 27087 22/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YP15 UVS YP15 27087 SERVICES LTD UVS NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 17.800 284.80 27092 22/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 27092 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.400 310.40 27093 22/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 27093 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.360 309.76 27094 22/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 27094 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.480 295.68 27095 22/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 27095 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.180 306.88 27088 24/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 27088 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.880 302.08 27091 24/11/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 27091 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.440 295.04 27370 26/11/2016 Spring Farm, Hoe Road, Gressenhall, NR19 2RS Aggregate Products YJ16 ERV COLIN 27370 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.240 288.60 27416 28/11/2016 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 27416 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.820 297.30 27419 28/11/2016 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YP15 UVS YP15 27419 SERVICES LTD NR116RD UVS NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 20.000 320.00 27566 29/11/2016 (Norfolk Pro Build), Old Hall, Hall Lane, Knapton, Aggregate Products NA 30.11.16 SERVICES LTD NR28 0SG NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.080 305.28 28024 07/12/2016 (Knapton Hall), Hall Road, Knapton, North Walsham, Aggregate Products AY66 NVT AY66 28024 SERVICES LTD NR28 0SB NVT NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 20.420 326.72 28211 09/12/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 28211 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.940 303.04 28297 13/12/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 28297 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.800 316.80 28298 13/12/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 28298 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.360 309.76 28692 21/12/2016 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 28692 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.280 308.48 28693 21/12/2016 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 28693 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.160 306.56 28694 21/12/2016 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products AY66 NVT AY66 28694 SERVICES LTD NR116RD NVT NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.480 295.68 28695 21/12/2016 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YJ16 ERV COLIN 28695 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.900 318.40 28716 22/12/2016 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products AY66 NVT AY66 28716 SERVICES LTD NR116RD NVT NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.720 315.52 28717 22/12/2016 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 28717 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.240 307.84 28923 04/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 28923 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 16.420 262.72 28924 04/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 28924 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.280 292.48 29185 10/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 29185 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.140 306.24 29186 10/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 29186 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 17.260 276.16 29195 10/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 29195 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.320 293.12 29196 10/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 29196 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 16.640 266.24 29234 11/01/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YJ16 ERV COLIN 29234 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.020 288.32 29236 11/01/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 29236 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 17.720 283.52 29237 11/01/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 29237 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.720 299.52 29398 16/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 29398 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.460 311.36 29399 16/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 29399 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.440 295.04 29828 25/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 29828 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.640 314.24 29829 25/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 29829 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.140 290.24 29869 26/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 29869 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.340 309.44 29870 26/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 29870 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.680 314.88 29871 26/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 29871 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.520 312.32 29872 26/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 29872 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 19.620 313.92 29873 26/01/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 29873 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.480 295.68 30433 07/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 30433 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.860 301.76 30434 07/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 30434 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.300 292.80 30638 10/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 30638 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.580 297.28 30639 10/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 30639 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.100 289.60 31529 28/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AY66 NVT Merc 31529 SERVICES LTD Demo NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.320 293.12 31530 28/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 31530 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.500 296.00 31759 03/03/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 31759 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.860 301.76 31760 03/03/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AY66 NVT Merc 31760 SERVICES LTD Demo NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 18.700 299.20 31761 03/03/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AO57 AET Seamans 31761 SERVICES LTD Truck NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 17.960 287.36 31762 03/03/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 31762 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Concrete 40mm 20.240 364.32 33569 28/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 33569 SERVICES LTD NR116RD Crushed Concrete 40mm Total: 995.860 15935.18 Average Crushed Concrete 40mm: 16.00 NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 17.540 280.64 31774 02/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YJ16 ERV COLIN 31774 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 18.060 288.96 31775 02/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products AY66 NVT Merc 31775 SERVICES LTD NR116RD Demo NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 18.720 299.52 31776 02/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products AY66 NVT Merc 31776 SERVICES LTD NR116RD Demo NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 21.220 339.52 32353 13/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 32353 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 15.780 252.48 32354 13/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 32354 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 20.160 322.56 32355 13/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 32355 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 9.760 156.16 38543 01/06/2017 Hilltop House, Hilltop, Cley Next To The Sea, NR25 Aggregate Products AV17 ENU JONNY 38543 SERVICES LTD 7SD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.240 307.84 41585 19/07/2017 Riverside, 31 Wells Road, Stifkey, Holt, NR23 1QH Aggregate Products AV17 ENU JONNY 41585 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.520 312.32 41713 19/07/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 41713 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.260 308.16 41780 20/07/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 41780 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.040 304.64 42432 29/07/2017 Unit 4A, Shepheards Close, Aylsham, NR11 6SZ Aggregate Products AX66 HFS DAN 42432 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 10.000 200.00 42452 31/07/2017 Riverside, 31 Wells Road, Stifkey, Holt, NR23 1QH Aggregate Products DENNY'S 42452 SERVICES LTD CONSTRUCTION LTD. NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 10.000 200.00 42453 31/07/2017 Riverside, 31 Wells Road, Stifkey, Holt, NR23 1QH Aggregate Products DENNY'S 42453 SERVICES LTD CONSTRUCTION LTD. NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 18.640 298.24 43105 04/08/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 43105 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.360 309.76 43487 10/08/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 43487 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.660 314.56 43488 10/08/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 43488 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.080 305.28 43977 18/08/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 43977 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.040 304.64 44228 23/08/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 44228 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.320 309.12 44881 04/09/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 44881 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 18.760 300.16 44882 04/09/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 44882 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.420 310.72 46383 26/09/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 46383 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 18.680 298.88 46384 26/09/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 46384 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.700 315.20 47266 10/10/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 47266 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.080 305.28 47608 13/10/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 06039 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.240 307.84 47916 18/10/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 47916 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.480 311.68 47917 18/10/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 47917 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Crushed Rubble Type 1 Graded 19.320 309.12 48753 01/11/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 48753 SERVICES LTD Crushed Rubble Type 1 Graded Total: 487.080 7873.28 Average Crushed Rubble Type 1 Graded: 16.16 NORFOLK PROFESSIONAL BUILDING Fill sand 19.160 191.60 38361 31/05/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 38361 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Fill sand 18.300 183.00 39323 14/06/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 39323 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Fill sand 19.220 192.20 40572 04/07/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 40572 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Fill sand 18.700 187.00 41711 19/07/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 41711 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Fill sand 19.040 190.40 41712 19/07/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 41712 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Fill sand 19.680 196.80 42100 26/07/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 42100 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Fill sand 17.840 178.40 43449 10/08/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 43449 SERVICES LTD Fill sand Total: 131.940 1319.40 Average Fill sand: 10.00 NORFOLK PROFESSIONAL BUILDING Granite Type 1 21.060 473.85 25603 25/10/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 25603 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Granite Type 1 18.760 385.52 31325 24/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 31325 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Granite Type 1 18.440 378.94 31326 24/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 31326 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Granite Type 1 18.300 376.07 31327 24/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 31327 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Granite Type 1 19.060 391.68 31328 24/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 31328 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Granite Type 1 18.320 376.48 31329 27/02/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 31329 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Granite Type 1 19.260 395.79 31620 01/03/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AY66 NVT Merc 31620 SERVICES LTD Demo NORFOLK PROFESSIONAL BUILDING Granite Type 1 18.760 385.52 31621 01/03/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 31621 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Granite Type 1 18.440 378.94 32624 15/03/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products YX08 EDO JOZSEF 32624 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Granite Type 1 18.840 387.16 35881 27/04/2017 Norfolk Pro Builders, The Kilns, Holt Road, Heydon, Aggregate Products AX66 HFS DAN 35881 SERVICES LTD NR116RD NORFOLK PROFESSIONAL BUILDING Granite Type 1 18.960 417.12 44074 22/08/2017 Hilltop House, Hilltop, Cley Next To The Sea, NR25 Aggregate Products AX66 HFS DAN 44074 SERVICES LTD 7SD NORFOLK PROFESSIONAL BUILDING Granite Type 1 19.080 419.76 44182 22/08/2017 Hilltop House, Hilltop, Cley Next To The Sea, NR25 Aggregate Products AX66 HFS DAN 44182 SERVICES LTD 7SD NORFOLK PROFESSIONAL BUILDING Granite Type 1 10.600 233.20 44384 23/08/2017 Hilltop House, Hilltop, Cley Next To The Sea, NR25 Aggregate Products AX66 HFS DAN 44384 SERVICES LTD 7SD Granite Type 1 Total: 237.880 5000.03 Average Granite Type 1: 21.02 NORFOLK PROFESSIONAL BUILDING Pea natural 10 mm 19.060 376.44 41282 13/07/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 41282 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Pea natural 10 mm 18.560 366.56 43106 04/08/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 43106 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Pea natural 10 mm 18.540 389.34 44227 23/08/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 44227 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Pea natural 10 mm 19.860 412.10 46385 26/09/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 46385 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Pea natural 10 mm 18.820 390.52 47008 05/10/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YJ16 ERV COLIN 47008 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Pea natural 10 mm 18.060 374.75 47410 11/10/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 47410 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Pea natural 10 mm 18.520 384.29 47411 11/10/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AV17 ENU JONNY 47411 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Pea natural 10 mm 19.080 395.91 48590 30/10/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 48590 SERVICES LTD Pea natural 10 mm Total: 150.500 3089.91 Average Pea natural 10 mm: 20.53 NORFOLK PROFESSIONAL BUILDING Sub-base material 20mm< gravel 19.500 234.00 24818 10/10/2016 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products T69RMY T69 24818 SERVICES LTD Sub-base material 20mm< gravel Total: 19.500 234.00 Average Sub-base material 20mm< gravel: 12.00 NORFOLK PROFESSIONAL BUILDING Yard Recycled stone < 30mm 18.520 231.50 45865 18/09/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products YX08 EDO JOZSEF 45865 SERVICES LTD NORFOLK PROFESSIONAL BUILDING Yard Recycled stone < 30mm 19.280 241.00 45866 18/09/2017 Taverham Mill, Costessey Road, Norwich, NR8 6TA Aggregate Products AX66 HFS DAN 45866 SERVICES LTD Yard Recycled stone < 30mm Total: 37.800 472.50 Average Yard Recycled stone < 30mm: 12.50 Aggregate Products Total: 2108.490 35140.44 Average Aggregate Products: 16.67