Explosive Ordnance Threat Assessment in Respect of RAF
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Detailed Unexploded Ordnance (UXO) Risk Assessment
Detailed Unexploded Ordnance (UXO) Risk Assessment Project Name Aerodrome Road, Hawkinge Client Enzygo Site Address Hawkinge, Folkestone CT18 7AG Report Reference DA5936-00 th Date 6 March 2018 Originator JM Find us on Twitter and Facebook st 1 Line Defence Limited Company No: 7717863 VAT No: 128 8833 79 Unit 3, Maple Park, Essex Road, Hoddesdon, Herts. EN11 0EX www.1stlinedefence.co.uk Tel: +44 (0)1992 245 020 [email protected] Detailed Unexploded Ordnance Risk Assessment Aerodrome Road, Hawkinge Enzygo Executive Summary Site Location The site is located in Hawkinge, Kent. Aerodrome Road borders the site to the north, while Elvington Lane forms the eastern boundary. Areas of open ground border to the south and west. The boundary comprises areas of open ground and the foundations of previously demolished structures. The site is approximately centred on the OS grid reference: TR 2044639485. Proposed Works The proposed works are understood to involve the excavation of trial pits to a depth of up to 3m. Boreholes will also be drilled to a depth of 4m-6m below ground level depending on ground conditions. Geology and Bomb Penetration Depth The British Geological Survey (BGS) map shows the bedrock geology of the site to be underlain by the Pit Chalk Formation – chalk and sedimentary bedrock of the Cretaceous Period. The superficial deposits are comprised of Clay-with-flints Formation - clay, silt, sand and gravel of the Quaternary Period. Site specific geotechnical information was not available to 1st Line Defence at the time of the production of this report. An assessment of maximum bomb penetration depth can be made once such data becomes available, or by a UXO specialist during on-site support. -
All Other Huntingdon Walks
____ ....;;.;. ,)l,i.--= --...______ /H'untingdonshire D STRICT C O U N C L ALL OTHER HUNTINGDON WALKS WALKS KEY 1111 Green walks are accessible for push chairs and wheelchairs. Unless found in the Short Walks section, walks last approximately 60 minutes. 1111 Moderate walks last 30 to 60 minutes over 2 to 3 miles. Mixture of pathways and grass tracks. May include stiles or kissing gates. Not suitable for wheelchairs or buggies. 1111 Moderate walks with the option of a shorter easier route if desired. Mixture of pathways and grass tracks. May include stiles or kissing gates. Not suitable for wheelchairs or buggies. 1111 Advanced walks last 60 to 90 minutes over 3 to 4 miles. Mixture of pathways and grass tracks. May include stiles or kissing gates. Not suitable for new walkers. wheelchairs or buggies. Advanced walks with the option of a short/moderate route if desired. Mixture of pathways and grass tracks. May include stiles or kissing gates. Not suitable for wheelchairs or buggies. Abbots Ripton Meeting Point: Village Hall Car Park, Abbots Ripton, PE28 2PF Time: 60 minutes Grade: Orange Significant hazards to be aware of: Traffic when crossing a road. Route Instructions Hazard 1. Starting at the Village hall, turn left when out of the car park following the road until it meets the main road. 2. Cross over the road to take the footpath on the left-hand side. Traffic 3. Walking up to the gates (Lord De Ramsey’s estate) they will open as you approach – if not you can walk on the right-hand side. -
Alconbury Map Oct2015
RAF Alconbury Map Key FSS Facilities Green Base Facilities Blue Lodging Yellow Red Other Buildings Gray AAFES Orange Thrift Store Wireless 511 P 510 Fire Dept 490 566 501 567 Baseball Fields 491 Michigan California 564 548 Football Field Finance and Track Lemon Commissary 558 Kansas 516 Lot 648 TMO Recycling 561 Center 562 613 Gas 596 P Start 560 Fitness Center P GYM 595 Auto Hobby Center Base perimeter Base Theater 586 539 498 Iowa 301 626 499 592 Chapel P ODR 423rd Medical P Community Squadron Clinic Arts P Center 623 P Post Ofce Arizona and 685 Crafts Bowling 502 Alabama Daily Grind Center P 616 Texas P P Bank Arizona CU/ 582 ATM P 594 Library 675 Food 678 CT Bus Stop 652 Education Utah Base Dorm Center Playground Exchange P P TLF 584 FSS/VAT/ 628 657 A&FRC/ DEERS/ P VQ/DVQ CSS 640 699 671 Teen Center Spruce Drive Reception Shoppette 639 585 Colorado Colorado 677 682 Launderette 660 Birch Drive P Elementary 570 Mini Mall Youth Elementary P 693 School Center 6401 6402 572 6403 680 694 P 6404 High School Housing 6405 691 637 6406 691 Ofce 6407 Stukeley Inn 6408 700 Birch Drive 6409 Child 6410 CDC Development Bravo Cedar Drive Texas Elm Drive Housing Area Delta Lane Elm Drive Pass Ofce Cedar Drive Gate Foxtrot Lane Maple Drive RAF Molesworth Oak Drive Peterborough Housing Area A1(M) Little Stukeley A14 South or North Great Stukeley M11 Base perimeter Huntingdon A14 East or West India Lane Emergency Gate Directory: Arts & Crafts 685 268-3867 Information, Tickets & Travel 685 268-3704 RAF Alconbury lat: 52.3636936 Auto Hobby Center 626 -
Bespoke Business Space Available Enterprisealconbury Campus HCV Entrance HCV
For further information on the opportunities BESPOKE BUILDINGS available, contact one of the joint agents: Bespoke business Barker Storey Savills Matthews space available Alan Matthews William Rose [email protected] [email protected] Alconbury Enterprise Campus Richard Adam Phil Ridoutt [email protected] [email protected] savills.co.uk 01223 347 000 01733 344 414 9 acre parcel HCV entrance To let or for sale 9 acre (3.65ha) parcel, high quality business space available for: ● B1: Research & Development and Urban&Civic give notice that: 1 These particulars do not form part of any offer or contract Light Industrial and must not be relied upon as statements or representations of fact. ● B2: Industrial 2 Any areas, measurements or distances are approximate and The Club, The Boulevard subject to final measurement. The text, photographs and plans From 40,000 sq ft to 220,000 sq ft (3,716 sq m Alconbury Enterprise Campus are for guidance only and are not necessarily comprehensive. It should not be assumed that the site has all the necessary to 20,438 sq m) Alconbury Weald, Huntingdon planning, building regulation or other consents and Urban&Civic Cambridgeshire PE28 4XA has not tested any services, equipment or facilities. Purchasers must satisfy themselves by inspection or otherwise. Figures Buildings designed to your business’ needs T: 01480 413 141 quoted in these particulars may be subject to VAT in addition. alconbury-weald.co.uk July 2019 alconbury-weald.co.uk Opportunity, location, connections Alconbury Enterprise Campus lies at the heart of the high-quality, mixed-use development of Alconbury Weald. -
Detailed Unexploded Ordnance (UXO) Risk Assessment
GREENLINK MARINE ENVIRONMENTAL IMPACT ASSESSMENT REPORT- IRELAND APPENDIX J Marine Detailed UXO Risk Assessment P1975_R4500_RevF1 July 2019 Greenlink Interconnector - connecting the power markets in Ireland and Great Britain For more information: W: www.greenlink.ie “The sole responsibility of this publication lies with the author. The European Union is not responsible for any use that may be made of the information contained therein.” Detailed Unexploded Ordnance (UXO) Risk Assessment Project Name Greenlink Client Intertek Site Address Pembrokeshire, Wales to County Wexford, Ireland Report Reference DA2985-01 Date 15th April 2019 Originator MN Find us on Twitter and Facebook st 1 Line Defence Limited Company No: 7717863 VAT No: 128 8833 79 Unit 3, Maple Park, Essex Road, Hoddesdon, Herts. EN11 0EX www.1stlinedefence.co.uk Tel: +44 (0)1992 245 020 [email protected] Detailed Unexploded Ordnance Risk Assessment Greenlink Cable Route Intertek Executive Summary Description and Location of Study Area The Greenlink project is a proposed subsea and underground cable interconnector, with associated convertor stations, between existing electricity grids in Wales and Ireland. The project is designed to provide significant additional energy interconnection between Ireland, the UK and continental Europe with the aim of delivering increased security of supply, fuel diversity and greater competition. It is also designed to provide additional transmission network capacities, reinforcing the existing electricity grids in south-east Ireland and south Wales. The study area is approximately 160km in length and spans the St George’s Channel, including areas of landfall in Ireland and Wales. Its westernmost section intercepts the Hook Peninsula in County Wexford and the easternmost section incorporates an area of land surrounding Freshwater West Beach in Pembrokeshire. -
LAMAS Newsletter Editorship Having Recently Left London for Pastures New (Bath), I Am Unfortunate in Having to Hand Over Editorship of the LAMAS Newsletter
CONTENTS Page Notices 2 Article 7 Books and Publications 10 Conferences and Courses 11 Lectures and Events 13 Exhibitions 14 Affiliated Society Meetings 14 NOTICES Newsletter: Apology and Copy Dates Please accept our apologies for the late circulation of this Newsletter. The copy deadline for the next issue of the Newsletter is 20 November 2013 (for the January 2014 issue). Please send any items for inclusion to Laura Schaaf at 15 B Alexander Road, London N19 3PF, or you can email her on [email protected] **************** LAMAS Newsletter Editorship Having recently left London for pastures new (Bath), I am unfortunate in having to hand over editorship of the LAMAS Newsletter. I’m sorry to have to do this having only been editor for such a short time however I am grateful to Laura Schaaf and Colin Bowlt who have agreed to step in to the breach as temporary editors whilst a new editor is appointed. Thank you to everyone who has contributed to, and helped in putting together, the Newsletter during my brief stint as Editor. Verity Anthony **************** LAMAS Lecture Programme 2013-2014 Unless otherwise stated, meetings take place in the Clore Learning Centre at the Museum of London on Tuesday evenings at 6.30pm – refreshments from 6pm. Meetings are open to all; members may bring guests, and non- members are welcome. Please note: non-members are asked to donate £2 towards lecture expenses. 8 October 2013 Pitt-Rivers in London, Dr Dan Hicks, Lecturer & Curator of Archaeology, School of Archaeology, University of Oxford & Pitt Rivers -
EIAR TA 13.2 – UXO Study
Appendix 13.2 Issue Date Revision Details 1219991A 23/02/2021 Released UXO Study EIAR Technical Appendix A13.2-1 A13.2: UXO Study Detailed Unexploded Ordnance (UXO) Risk Assessment Project Name Daer Reservoir, Biggar Client Natural Power Site Address Daer Reservoir, Biggar, Scotland, ML12 6TJ Report Reference DA10468-00 Date 28th February 2020 Originator HOS Find us on Twitter and Facebook st 1 Line Defence Limited Company No: 7717863 VAT No: 128 8833 79 Unit 3, Maple Park, Essex Road, Hoddesdon, Herts. EN11 0EX www.1stlinedefence.co.uk Tel: +44 (0)1992 245 020 [email protected] Detailed Unexploded Ordnance Risk Assessment Daer Reservoir, Biggar Natural Power Executive Summary Site Location and Description Comprising some 4,500 ha2 of moorland, hills and forest, the site is located partly within the council of South Lanarkshire and partly within the council of Dumfries and Galloway. The site is bound by hills and moorland surrounding the hamlet of Wintercleugh to the north, whilst forest, the A74 and the towns of Moffat and Beattock bind the site to the east. The site is bound by Harestanes Windfarm and the forest of Ae to the south, whilst moorland, forest and Daer Reservoir bind the site to the west. The centre point of the site is approximately located on the OS grid reference: NS 9942904371. Site location maps are presented in Annex A, whilst a recent aerial photograph and site plan are presented in Annex B and Annex C respectively. Proposed Works The exact scope and nature of proposed works was not available at the time of writing this report. -
Hill Top, Alconbury Weston 2020 Sawtry History Society Excavation Site Diary Summary
HILL TOP, ALCONBURY WESTON 2020 SAWTRY HISTORY SOCIETY EXCAVATION SITE DIARY SUMMARY Site Details Site Reference Code: ALW171-20 Location: NGR TL1877 (OS. Explorer Map 225. Huntingdon and St Ives - West) Site Bench Mark (SBM): Description – South corner of tree line bordering residential gardens. Lat and Long – 52°23'2.03"N, 0°15'43.89"W (Google Earth 2018) NGR – TL18374 77628 (OS. Explorer Map 225. Huntingdon and St Ives - West) AMSL – m (Mapping) Figure 0.1: Montage of pre-Season 3 images Aims and Objectives Investigate the pit revealed in the south end of Trench #1 in order to: - determine its form and use(s) - excavate the fill of the pit for 100 percent environmental sampling in order to further understand the pit's use(s) Investigate the possible wall and post-hole in close proximity to the pit in order to determine whether they are indeed structural and to further determine whether the post-hole respects a supporting post or a door post. Investigate the marked differences immediately south of the pit and possible structural features; marked differences include soil type, colour and texture, and the absence of CBM, tesserae and other archaeological artefacts. Conduct geophysical earth resistance survey. Project: Romano-British Settlement on Hill Top Season: 03 This session of excavation and geophysical survey proved to be another successful set of investigations that, despite the weather and ground conditions, addressed all the aims and objectives set above. The true extent of the pit was revealed and the half section showed it to be a 'beehive' or 'bell' shaped pit; a style of in-ground storage pit in common use from the Late Iron Age through the second century Romano-British - as evinced by finds from the pit fill. -
The Cambridgeshire and Peterborough Local Transport Plan
Appendix 2 Report January 2020 The Cambridgeshire and Peterborough Local Transport Plan Cambridgeshire and Peterborough Combined Authority 23217301 Report January 2020 The Cambridgeshire and Peterborough Local Transport Plan Prepared by: Prepared for: Steer Cambridgeshire and Peterborough Combined 28-32 Upper Ground Authority London SE1 9PD The Incubator 2 First Floor Alconbury Weald Enterprise Campus Alconbury Weald Huntingdon Cambridgeshire PE28 4WX +44 20 7910 5000 www.steergroup.com Our ref: 23217301 Steer has prepared this material for Cambridgeshire and Peterborough Combined Authority. This material may only be used within the context and scope for which Steer has prepared it and may not be relied upon in part or whole by any third party or be used for any other purpose. Any person choosing to use any part of this material without the express and written permission of Steer shall be deemed to confirm their agreement to indemnify Steer for all loss or damage resulting therefrom. Steer has prepared this material using professional practices and procedures using information available to it at the time and as such any new information could alter the validity of the results and conclusions made. The Cambridgeshire and Peterborough Local Transport Plan | Report Contents Executive Summary ............................................................................................................ 6 Policy alignment ................................................................................................................. 7 Vision, -
Explosive Ordnance Threat Assessment for Future Works
Explosive Ordnance Threat Assessment for Future Works Site: MoD Beach & Park Garrison Site, Shoeburyness Client: Southend-on-Sea Borough Council Ref: 6180TA Rev-3 Date: 27th November 2015 Dynasafe BACTEC Limited Make the world a safer place 9, Waterside Court, Galleon Boulevard, Crossways Business Park, Dartford, Kent, DA2 6NX, UK Office: +44 (0) 1322 284 550 www.bactec.com www.dynasafe.com Southend-on-Sea Borough Council Explosive Ordnance Desktop Threat Assessment for Future Works This document was written by, belongs to and is copyright to Dynasafe BACTEC Limited. It contains valuable Dynasafe BACTEC Limited proprietary and confidential information which is disclosed only for the purposes of the client’s assessment and evaluation of the project which is the subject of this report. The contents of this document shall not, in whole or in part (i) be used for any other purposes except such assessment and evaluation of the project; (ii) be relied upon in any way by the person other than the client (iii) be disclosed to any member of the client’s organisation who is not required to know such information nor to any third party individual, organisation or government, or (iv) be copied or stored in any retrieval system nor otherwise be reproduced or transmitted in any form by photocopying or any optical, electronic, mechanical or other means, without prior written consent of the Managing Director, Dynasafe BACTEC Limited, 9 Waterside Court, Galleon Boulevard, Crossways Business Park, Dartford, Kent, DA2 6NX, United Kingdom to whom all requests should be sent. Accordingly, no responsibility or liability is accepted by Dynasafe BACTEC towards any other person in respect of the use of this document or reliance on the information contained within it, except as may be designated by law for any matter outside the scope of this document. -
Detailed Uxo Risk Assessment Document Ref: 6.2 15.E
PLANNING ACT 2008 INFRASTRUCTURE PLANNING (APPLICATIONS: PRESCRIBED FORMS AND PROCEDURE) REGULATIONS 2009 REGULATION 5 (2) (a) PROPOSED PORT TERMINAL AT FORMER TILBURY POWER STATION TILBURY2 TR030003 VOLUME 6 PART B ES APPENDIX 15.E: DETAILED UXO RISK ASSESSMENT DOCUMENT REF: 6.2 15.E Detailed Unexploded Ordnance (UXO) Risk Assessment Project Name Port of Tilbury Client Port of Tilbury London Limited Site Address Tilbury, Essex Report Reference DA3222-01 Revision 00 Date 4th May 2016 Originator SM Find us on Twitter and Facebook st 1 Line Defence Limited Company No: 7717863 VAT No: 128 8833 79 Unit 3, Maple Park, Essex Road, Hoddesdon, Herts. EN11 0EX www.1stlinedefence.co.uk Tel: +44 (0)1992 245 020 [email protected] Detailed Unexploded Ordnance Risk Assessment Port of Tilbury Port of Tilbury London Limited Executive Summary Site Location The site is situated in the town of Tilbury within the borough of Thurrock, Essex, Eastern England. The northern border of the site is lined with a railway line, which separates it from the residential parts of Tilbury, present to the north-west. Areas to the north-east largely consist of open fields, while Tilbury Power Station and associated infrastructure is located immediately east of the site. The River Thames runs to the south of the site, while further industrial infrastructure as well as Tilbury Fort and a large commercial area is present on the landmass outside of site boundaries to the south-west. The premises of Tilbury Docks is located to the west of the site. The site is situated on the approximate OS grid references: TQ 6592976795 (at its north-eastern point), TQ 6625675230 (at its south-eastern point), and TQ 6404175923 (at its western point). -
Agricultural Land Classification Proposed A1(M) Improvements Baldock to Alconbury
AGRICULTURAL LAND CLASSIFICATION PROPOSED A1(M) IMPROVEMENTS BALDOCK TO ALCONBURY Contents 1.0 Introduction 1.3 Agricultural Land Classification System 1.5 Irrigation 1.6 Report Stmcture 2.0 Section 1 Brampton to River Great Ouse 2.2 Climate 2.3 Altitude and Relief 2.4 Geology and Soils 2.11 Agricultural Land Classification 3.0 Section 2 River Great Ouse to Biggleswade 3.2 Climate 3.3 Altitude and ReHef 3.4 Geology and Soils 3.13 Agricultural Land Classification 4.0 Section 3 New Spring Farm to Radwell Grange 4.2 Climate 4.3 Altitude and Relief 4.4 Geology and Soils 4.10 Agricultural land Classification 5.0 Summary and Conclusions 5.3 Soils 5.5 Agricultural Land Classification 5.11 Irrigation 5.13 National and Local Impact due to loss of land by proposed route AGRICULTURAL LAND CLASSIFICATION PROPOSED A1(M) IMPROVEMENTS - BALDOCK TO ALCONBURY 10 INTRODUCTION 1.1 An Agricultural Land Classification (ALC) survey was carried out over the majority of the proposed 40 km route for the A1(M) improvement between Baldock and Alconbury. Two areas of the proposed corridor were excluded from the survey, namely the extreme southem end where a smaH area (approximately 0.6 km) foHows the Hne of the existing Al road, and a section from the south of Biggleswade to New Spring Farm (approximately 3 km), which also foHows the existing road line closely. The survey work was carried out during October and November 1994. 1.2 The fieldwork was carried out along a 70 m wide corridor, with auger borings made every 100 m along either side and offset from each other.