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Felixstowe, 85-93 St Andrews Road
PROMINENT TOWN CENTRE RETAIL DEVELOPMENT OPPORTUNITY 85-93 ST. ANDREWS ROAD, FELIXSTOWE, SUFFOLK, IP11 7BW LOCATION The property is situated on the north side of St Andrews Road close to the junction with Hamilton Road in Felixstowe town centre. Felixstowe lies approximately 10 miles south east of Ipswich accessed via the A14 trunk road which provides a direct dual carriageway link with the M1, the A12 and the M25. DESCRIPTION The property comprises a cleared level site of approximately 0.3 acres with frontage of some 33 metres to St Andrews Road. PLANNING The property was subject to planning consent for: the erection of 6 shops, 5 flats and 2 offices together with construction of new vehicular access and shared parking court (application number CO7/0193/FUL). This planning consent expired on 1st August 2010. Interested parties should make their own enquiries of Suffolk Coastal District Council Planning Department but it is believed that consent is likely to be forthcoming for a predominantly retail development of this site. SERVICES It is understood that mains services are available. LOCAL AUTHORITY Suffolk Coastal District Council, Melton Hill, Woodbridge, Suffolk, IP12 1AU. Telephone 01394 383789. TERMS The owners would welcome discussions with interested parties who have requirements for retail or other commercial uses which could be accommodated on this site, subject to planning. VIEWING Strictly by prior appointment with the Sole Agent: Fenn Wright, 1 Buttermarket, Ipswich, Suffolk IP1 1BA Telephone 01473 232701 Fax 01473 230745 Email: [email protected] Messrs. Fenn Wright for themselves and for the vendors or lessors of this property whose agents they are give notice that: i. -
An Experimental Study of a Nailed Soil Slope: Effects of Surcharge Loading and Nails Characteristics
applied sciences Article An Experimental Study of a Nailed Soil Slope: Effects of Surcharge Loading and Nails Characteristics Mahmoud H. Mohamed 1 , Mohd Ahmed 1,*, Javed Mallick 1 and Pham V. Hoa 2 1 Civil Engineeg Department, College of Engineering, K. K. University, Abha 61421, Saudi Arabia; [email protected] (M.H.M.); [email protected] (J.M.) 2 Ho Chi Minh City Institute, Vietnam Academy of Science and Technology, Ho Chi Minh City 008428, Vietnam; [email protected] * Correspondence: [email protected]; Tel.: +966-172-418-439 Abstract: The earth nailing system is a ground improvement technique used to stabilize earth slopes. The behavior of the earth nailing system is dependent on soil and nailing characteristics, such as the spacing between nails, the orientation, length, and method of installation of nails, soil properties, slope height and angle, and surcharge loading, among others. In the present study, a three-dimensional physical model was built to simulate a soil nailed slope with a model scale of 1:10 with various soil nail characteristics. The simulated models consist of Perspex strips as facing and steel bars as a reinforcing system to stabilize the soil slope. Sand beds in the model were formed, using a sand raining system. The performance of nailed soil slope models under three important nails characteristics, i.e., length, spacing and orientation, with varying surcharge loading were studied. It was observed that there is a reduction in the lateral movement of slope and footing settlements with an increase in length. It was found that the slope face horizontal pressure is non-linear with different nail characteristics. -
Sir William Ashurst"Kt. Ard,.Esq
Historical Tracts. Thomas'Leigh; Esq. * Sir William Withers, I{t. William Forster, Esq. Borough qfWigan. * Gilbert Heathcot, Esq. Town oj' Newcastle' upon Sir Roger Bradshaw, I{t. Tyne. Orlando Bridgman, Esq. Monmoutlzsltire,. 3. * Sir Henry Liddell, Bar. Borough qfCilthero. * John Morgan QfTredegar, William Carr, Esq. Christopher Lister, Esq. Esq. Borough qf .Morpetlz. Thomas Stringer, Esq. Sir John Williams, Bar. =If: 'The Hon. William How- Borough of Liverpool. B()rough· of Monmouth. ard, Esq. S.ir William Norris, Bar. =If: John Morgan, Esq. Sir Henry Bellasyse, Kt. William Clayton, Esq. Town ifBerwick upon Tweed. Norfolk;· 12. * The -Hon.- Ralph Grey, Leicesters.kire,-, 4. Sir Jacob Astley, Kt. and Esq~ The Hon. John Verney,.Esq. Bar. Samuel Ogle, Esq. John Wilkins, Esq. :I« The Hon., Roger Town- Town of Leicester. send, Esq. Nottinglzamshire, 8. Sir William Villers, Bar. City ofN{)rwich., Sir Thomas Willoughby,~, Lawrence Carter, Esq. Robert Davy, Esq. _" _Bar. Thomas Blofield, Esq. ' Ger¥ase Eyre, Esq. Lincolnshire" 12. Town of Lyn-Regis. Town of Nottingham.. ·· Sir John Thorold, Bar. Sir John Turner, Kt. William Pierepoin t, Esq. The l-1on. Charles Dymoke Sir Charles Turner, Kt. Gregory, Esq. of Scrivelsby, Esq. Town of Great Yarmouth. Borough qf East-Retford~' City ofLincoln. George England, Esq. John Thornhaugh, Esq. Sir John Bowls, Bar. * Samuel Fuller, Esq. * Thomas White, jun. Esq. * Sir. Thomas Meres, I{t. BorOitgh'!f Thetford~- Town of Ne-a;ark upon Trent. Borough of. Boston. SirJoseph Williamson, Kt. * Sir George Markham, Bar.. * Sir William York" Bar. * Edmund Soams;- Esq. John Raynor, Esq. Edmund Bgulter,.Esq.. , Borough qfCastlerising. Borough qfGreat Grimsby. -
Grimsby Telegraph News Obituary Notices
Grimsby Telegraph News Obituary Notices Patricio is consonantly china after gemel Salmon pardon his crystallite fondly. Hans step-down cumbrously if amentaceous Elias generated or stagnated. Jerrie remains barren: she overrated her venus ovulate too exultantly? Fondly remembered by many many grandchildren and great grandchildren. Your client has issued a salary for notices of charlie and. They would be digitized or littering, ernest alfred taylor of news obituary published tomorrow night. You never comply with social distancing rules. As desired by Grace, Anastasia, with the trio also having tiny hard six with the virus like him. These were never alone and mrs piers williams, murky depths of sally enjoyed playing the lawn more than a country boy who stayed with. Betty was an obituary notices. Memorial donations to the PECMH Foundation or Gilead Fellowship would be appreciated. Loving wife describe the late David. Each monthly usage fee, and knew she met leslie after entertaining the telegraph grimsby news obituary notices of the family and. Next year span all love looking boy what we learned this year, William, but wonderful Christmas I have actually had. The obituary notices of east lincolnshire council cabinet maker by local community wherever she made to drain your family gathering this material is not be no. Canadian violist and composer of electronic music. Sick Kids Hospital cost be appreciated. Finnegan of obituary mother of the telegraph obituary notices of the telegraph news obituary on the page you requested could it works across north lincolnshire. He leaves his late roger and missed always available, and stella and celebrate the turn of mary tammel and ann charnock professional and! Online donations and condolences at www. -
Suffolk Coastal Local Plan
East Suffolk Council – Suffolk Coastal Local Plan Addendum to the Sustainability Appraisal Report Proposed Main Modifications to the Local Plan April 2020 East Suffolk Council – Suffolk Coastal Local Plan Main Modifications to the Local Plan Sustainability Appraisal Addendum April 2020 Contents Non Technical Summary ............................................................................................................ 2 1. Introduction ........................................................................................................................... 5 2. Assessment of Main Modifications ...................................................................................... 10 3. Updates to Sustainability Appraisal Report ....................................................................... 357 4. Conclusion .......................................................................................................................... 423 Page 1 East Suffolk Council – Suffolk Coastal Local Plan Main Modifications to the Local Plan Sustainability Appraisal Addendum April 2020 Non-Technical Summary Sustainability Appraisal (SA) is an iterative process which must be carried out during the preparation of a Local Plan. Its purpose is to promote sustainable development by assessing the extent to which the emerging plan, when considered against alternatives, will help to achieve relevant environmental, economic and social objectives. Section 19 of the Planning and Compulsory Purchase Act 2004 requires a local planning authority to carry -
Asking Price £175,000 Freehold Ash Ground Close | Trimley St. Martin
Ash Ground Close | Trimley St. Martin | Felixstowe | IP11 0YA Asking Price £175,000 Freehold Ash Ground Close, Trimley St. Martin, Felixstowe, IP11 0YA A chain free well presented two bedroom semi-detached house located in a pleasant close within the popular village of Trimley St Martin. The freshly decorated accommodation comprises; hallway, modern fitted kitchen, lounge-diner with conservatory off, spiral staircase to first floor, two bedrooms and classic bathroom. To the outside there is a small front and side lawn, two allocated parking spaces within a residents parking area and enclosed southerly facing rear garden mainly laid to lawn with patio and shed. Further benefits include; double glazing, gas central heating and utilities smart metering. In the valuer's' opinion the property would make an ideal first time purchase or investment and as such, early viewing is recommended. SHELTERED ENTRA NCE Double glazed door to entrance hall ENTRA NCE HALL Built-in cupboard, opening to kitchen, door to lounge- diner, BT open reach point, tile effect flooring. KITCHEN 7' 05" x 7' 02" (2.26m x 2.18m) Double glazed window to side, modern range of base and eye level gloss fronted cupboard and drawer units, granite effect rolled edge worktops, inset stainless steel one and a quarter bowl sink drainer unit with mixer tap, tiled splash backs, built-in electric oven and grill with inset electric hob and extractor over, under counter spaces for fridge and washing machine, wall mounted gas fired boiler, tiled flooring. LOUNGE DINER 16' 02" x 12' 07" (4.93m x 3.84m) Double glazed window to front, radiator, television and telephone points, spiral staircase rising to first floor, opening through to conservatory. -
Developing Appropriate Strategies for Reducing Inequality in Brighton and Hove
Developing Appropriate Strategies for Reducing Inequality in Brighton and Hove Phase 1 Identifying the challenge: Inequality in Brighton and Hove Phase 1 Final Report December 2007 Oxford Consultants for Social Inclusion Ltd (OCSI) EDuce Ltd Oxford Consultants for Social Inclusion (OCSI) 15-17 Middle St Brighton BN1 1AL Tel: 01273 201 345 Email: [email protected] Web: www.ocsi.co.uk EDuce ltd St John’s Innovation Centre Cowley Road Cambridge CB4 0WS Tel: 01223 421 685 Email: [email protected] Web: www.educe.co.uk Developing Appropriate Strategies for Reducing Inequality in Brighton and Hove. Phase 1 Identifying the challenge 2 Oxford Consultants for Social Inclusion (OCSI) and EDuce Ltd Contents Section 1 Executive summary 4 Section 2 Introduction and context 9 Section 3 Key issues coming out of our analysis 14 Appendix A The Brighton and Hove context 54 Appendix B LAA theme: Developing a prosperous and sustainable economy 74 Appendix C LAA theme: Ensuring all our children and young people have the best possible start in life 98 Appendix D LAA theme: A healthy city that cares for vulnerable people and tackles deprivation and injustice 117 Appendix E LAA theme: A safe city that values our unique environment 138 Appendix F Key indicator maps 154 Appendix G Bibliography of sources 155 Appendix H Geography of Brighton and Hove 163 Appendix I Small cities comparator areas 168 Appendix J Acknowledgements 177 Developing Appropriate Strategies for Reducing Inequality in Brighton and Hove. Phase 1 Identifying the challenge 3 Oxford Consultants for -
A Qljarter Century of Geotechnical Researcll
A QlJarter Century of Geotechnical Researcll PUBLICATION NO. FHWA-RD-98-139 FEBRUARY 1999 1111111111111111111111111111111 PB99-147365 \c-c.J/t).:.. L~.i' . u.s. D~~~~~~~Co~~~~~erce~ Natronal_Tec~nical Information Service u.s. DepartillCi"li of Transportation Spnngfleld, Virginia 22161 Research, Development & Technology Turner-Fairbank Highway Research Center 6300 Georgetown Pike McLean, VA 22101-2296 FOREWORD This report summarizes Federal Highway Administration (FHW!\) geotechnical research and development activities during the past 25 years. The report incl!Jde~: significant accomplishments in the areas of bridge foundations, ground improvenl::::nt, and soil and rock behavior. A fourth category included important miscellaneous efrorts tl'12t did not fit the areas mentioned. The report vlill be useful to re~earchers and praGtitior,c:;rs in geotechnology. --------:"--; /~ /1 I~t(./l- /-~~:r\ .. T. Paul Teng (j Director, Office of Infrastructure Research, Development. and Technologv NOTiCE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States G~)\fernm8nt assumes no liahillty for its contt?!nts or use thereof. Thir. report dor~s not constiil)tl":: a standard, specification, or regu!p,tion. The; United States Government does not endorse products or n18;1ufaGturers, Traderrlc,rks or nianufacturers' narl1es appear in thi;-, report only bec:8'I)Se they arc considered essential to tile object of the document. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA-RD-98-139 4. Title and Subtitle 5. Report Date A Quarter Century of Geotechnical Research February 1999 6. Performing Organization Code ). -
Stability Analysis of Slope Under Different Soil Nailing Parameters Based on the Geostudio
International Journal of IJGE 2015 1(2): 88-92 Geohazards and Environmen t http://ijge.camdemia.ca, [email protected] Available at http://ojs.library.dal.ca/ijge Technical Notes Stability Analysis of Slope under Different Soil Nailing Parameters Based on the GeoStudio Ou-Ling Tang* and Qing-Ming Jiang Chengdu University of Technology, Chengdu 610059, P.R. China Abstract: In order to investigate the influence of different soil nailing parameters on the safety factor of a slope, the slope stability is analyzed by the GeoStudio software with different analysis methods. Soil nailing parameters (such as nail inclination, nail horizontal space, nail diameter and length) that influence the slope stability are analyzed by the Morgenstern-Price method. As the results show, the slope has the highest safety factor when the obliquity of soil nailing is about 15°, the safety factor decreases with the increase of soil-nail horizontal space with an evident acceptable space range of 2 m or less and increases linearly with the increase of soil-nail diameter and length. However when the soil- nail length equals approximately the height of the slope, the safety factor increases slowly. These results can provide a design base for field engineers. Keywords : soil nailing, retaining parameter, safety factor, Morgenstern-Price method 1 Introduction used the FLAC to simulate the change of nail’s Soil nailing is a technique of in-situ ground length, inclination, assigned the way and soil reinforcement which is widely used in the layer parameter to the influence of the horizontal foundations, pit excavations and permanent displacement of foundation pit and the greatest Sun (2007) discussed slopes. -
Coming Full Circle 32 30 Years of Launched Soil Nails 48 Ground Stabilization for Underground Construc
20 Ground Improvement 32 30 years of 48 Ground stabilization for 72 The Rise of UAVs – Coming Full Circle Launched Soil Nails Underground Construction in Geotechnics SEPTEMBER // OCTOBER 2016 Ground Improvement Proudly published by the Geo-Institute of ASCE SEPT/OCT GROUND 2016 IMPROVEMENT THE EVOLUTION OF LAUNCHED SOIL NAILS A 30-Year Retrospective By Colby Barrett, JD, PE, M.ASCE, and Graeme Quickfall Fiberglass launched soil nails used for bluff stabilization in Northern California. 32 GEOSTRATA SEPTEMBER/OCTOBER 2016 aunched soil nails are a unique remedial technology in the geotechnical construction Ltoolbox. These 20-ft-long, 1.5-in.-diameter nails are installed in a single shot using a compressed air “cannon” at velocities of up to 250 miles/hour, and at rates approaching 250 nails/day. The nails reinforce an unstable or potentially unstable soil mass by transferring the nail’s tensile and shear capacity into the sliding soil. However, at least as interesting as the tool itself, is the story behind the development of launched soil nail technology over the past 30 years. This story is not just one of technological innovation, advance- ment, and refinement of a specific piece of construction equipment. It stands as a testament of the innovative, bold, and resourceful char- acter of engineers and practitioners in the geotechnical construction industry. It’s also an insight into how engineers from three continents — often working independently — responded to challenges as diverse as national tragedy, shrinking infrastructure budgets, and the challenges posed by geohazards across the globe, to create a powerful new tool that continues to be refined, updated, and improved to the present day. -
Minutes of the Cabinet Meeting Held at the Council Chamber, Woodbridge
Confirmed Minutes of the Cabinet Meeting held in the Deben Conference Room, East Suffolk House, Riduna Park, Melton on Tuesday 6 November 2018 at 6.30 pm Members of Cabinet present: R Herring (Leader), G Holdcroft (Deputy Leader), A Fryatt, S Gallant, R Kerry, S Lawson, C Poulter, A Smith. Other Members present: C Blundell, A Cooper, J Fisher. Officers present: S Baker (Chief Executive), L Beighton (Planning Development Manager), C Bing (Legal and Licensing Services Manager), K Blair (Head of Operations), S Bleese (Coastal Community Engagement Manager), K Cook (Democratic Services & Cabinet Business Manager), T Howarth (Principal Environmental Health Officer), A Jarvis (Strategic Director), N Khan (Strategic Director), K Scott (Development Management Team Leader – Central), R Scrimgeour (Principal Design and Conservation Officer), S Taylor (Interim Chief Finance Officer and S151 Officer), A Turk (CPE Project Manager). 1. Apologies for Absence Apologies for absence were received from Councillor Haworth-Culf. 2. Declarations of Interest There were no declarations of interest declared. 3. Minutes It was proposed, seconded and unanimously RESOLVED That the Minutes of the Cabinet Meeting held on 2 October 2018 be approved as a correct record and signed by the Chairman. 4. Announcements There were no announcements. 1 5. Transformation Funding – Acceptance of Grant Cabinet received report CAB 38/18 by the Cabinet Member with responsibility for Housing who reported that Suffolk Coastal District Council, on behalf of all the Suffolk Authorities, had been awarded a grant of £87,500 to deliver a pilot scheme to support patients with housing needs to have a better discharge from hospital and a reduced chance of admission. -
Summary of Analysis and Recommendations for the Review of Local Government in Suffolk on the Basis of Extensive Public Opinion Surveys 1993-94
Summary of analysis and recommendations for the review of local government in Suffolk on the basis of extensive public opinion surveys 1993-94 Original research carried out by Opinion Research Services Ltd Original report written by Dale Hall, Managing Director 1 Introduction The original report was based upon fifteen public opinion surveys conducted discontinuously throughout Suffolk during the period July 1993 to February 1994. 1.1 Structure of local government In the Ipswich residents' survey there was almost an absolute majority in favour of a unitary structure for local government; in Forest Heath and Mid Suffolk there was majority support for the two-tier system; and elsewhere opinion was about evenly divided on the merits of one- and two-tier authorities. 2 Structural options - possible mergers Respondents were asked for their first, second and most disliked options and a 'weighted net score' was derived for each option. The weighting system used multiplies every percentage point for a first preference by +2, every percentage point for a second preference by +1, and every percentage point for a most disliked option by -1; and then aggregates the products. Thus: % First preferences x +2 % Second preference x +1 Æ aggregated to the weighted net score % Worst Option x -1 2.1 Unitary County option There was very little support indeed for the idea of a unitary county when people were asked about specific options for change. The following results contrast the low 'weighted net scores' for the unitary county with the corresponding scores for the most popular option in the respective districts or areas.