Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia
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Otsubo Monument Works
NPS Form 10-900 OMB No. 1024-0018 United States Department of the Interior National Park Service National Register of Historic Places Registration Form This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in National Register Bulletin, How to Complete the National Register of Historic Places Registration Form. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. 1. Name of Property Historic name: ____Otsubo Monument Works____________________________________ Other names/site number: _TMK 2-7-09: 034_____________________________________ Name of related multiple property listing: ____N/A_______________________________________________________ (Enter "N/A" if property is not part of a multiple property listing ________N/A__________________________________________________________________ __ 2. Location Street & number: __944 Coolidge Street_________________________________________ City or town: _Honolulu___________ State: _Hawai’i___________ County: _Honolulu___ Not For Publication: Vicinity: ____________________________________________________________________________ 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act, as amended, I hereby certify that this nomination ___ request for determination of eligibility meets the documentation -
Graveyard Geology
GRAVEYARD GEOLOGY A Guide to Rocks in Graveyards and Cemeteries Wendy Kirk Department of Earth Sciences, David Cook University College London & Aldersbrook Geological Society London Geodiversity Partnership Introduction Walk around graveyards and cemeteries (in this case, those of London and the southeast of England) and it becomes apparent that, prior to the latter part of the twentieth century, many memorials were made out of just a few different rock types. These were chosen for reasons of appearance, cost, workability and ease of transport to the cemetery, as well as for resistance to weathering and dependence on local regulations. In the last few decades, a range of different, interesting and beautiful stones have appeared, many brought in from abroad, enhancing the diversity of materials used. The intention of this guide is to help a non-specialist identify the main rock types, to recognize some of the varieties and to know where some of these might have come from. Graveyards are a wonderful resource for those with an interest in geology at any level, wildlife, plants, history or sculpture. We hope you gain as much pleasure as we have done. First things first A useful place to start is to be able to distinguish between igneous, sedimentary and metamorphic rocks. Igneous rocks form from melted rock called magma. If this erupts at the surface, it is called lava. It cools and crystallizes quickly, so the grains are too small to see even with a hand lens (magnifying glass). If the lava erupt explosively to form a spray, the cooled fragments are known as volcanic ash. -
VA Form 40-1330, Claim for Standard Government Headstone Or Marker
GENERAL INFORMATION SHEET CLAIM FOR STANDARD GOVERNMENT HEADSTONE OR MARKER RESPONDENT BURDEN - Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. VA cannot conduct or sponsor a collection of information unless it has a valid OMB number. Your response (per OMB guidance) is voluntary, however, your response is required to obtain benefits. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the VA Clearance Officer (005R1B), 810 Vermont Avenue, NW, Washington, DC 20420. Please DO NOT send claims for benefits to this address. PRIVACY ACT - VA considers the responses you submit confidential (38 U.S.C. 5701). VA may only disclose this information outside the VA if the disclosure is authorized under the Privacy Act, including the routine uses identified in the VA system of records, 48VA40B, published in the Federal Register. VA considers the requested information relevant and necessary to determine maximum benefits under the law. BENEFIT PROVIDED a. BURIAL HEADSTONE OR MARKER Only for Veterans who died on or after November 1, 1990 - Furnished for the grave of any eligible deceased Veteran and provided for placement in private and local government cemeteries regardless of whether or not the grave is marked with a privately-purchased headstone or marker. Only for Veterans who died before November 1, 1990 - Furnished for the UNMARKED GRAVE of any eligible deceased Veteran. -
Determination of the Braking Factor in Bench Blasting for Dimension Stone Production: a Case Study of Crushed Rock Industry
DOI: http://dx.doi.org/10.4314/gjer.v12i1.10 GLOBAL JOURNAL OF ENGINEERING RESEARCH VOL 12, 2013: 85-92 COPYRIGHT© BACHUDO SCIENCE CO. LTD PRINTED IN NIGERIA. ISSN 1596-292x 85 www.globaljournalseries.com; [email protected] BENCH BLASTING DESIGN FOR OPTIMUM RECOVERY OF BLOCKS IN DIMENSION STONE QUARRIES: A CASE STUDY OF CRUSHED ROCK INDUSTRY, SUPARE-NIGERIA MUYIDEEN ALADE SALIU AND SHAIB ABDULAZEEZ SHEHU (Received 25, August 2011; Revision Accepted 28, March 2013) ABSRTACT Dimension stone quarry is believed to be type of mining operation that always result to low recovery since what is expected from the extracting operation is a cubical block with no fracture. It is noticed that majority of the damage in the natural blocks are always from poor extraction method. In aggregate quarry, series of work have been done on powder factor that gives economical blasting. In this research work, breaking factor is used in place of powder factor since breaking is required not powder. The aim of this research work is to establish a standard breaking factor for bench blasting in dimension quarries that will improve recovery. Two cases were considered. In case 1, gun powder is used for basal cutting. Of the seven patterns considered, pattern3 gives highest recovery (70%) with breaking factor of 23.15g/m3 (i.e. 5kg of Gun powder for (6 by 6 by 6) m bench design). In the case 2, dynacord is used for basal cutting. Of the four patterns considered, pattern 2 gives highest recovery (55%) with breaking factor of 15g/m3 ( i.e. 3.24kg of explosive for (6 by 6 by 6) m bench design. -
Murder-Suicide Ruled in Shooting a Homicide-Suicide Label Has Been Pinned on the Deaths Monday Morning of an Estranged St
-* •* J 112th Year, No: 17 ST. JOHNS, MICHIGAN - THURSDAY, AUGUST 17, 1967 2 SECTIONS - 32 PAGES 15 Cents Murder-suicide ruled in shooting A homicide-suicide label has been pinned on the deaths Monday morning of an estranged St. Johns couple whose divorce Victims had become, final less than an hour before the fatal shooting. The victims of the marital tragedy were: *Mrs Alice Shivley, 25, who was shot through the heart with a 45-caliber pistol bullet. •Russell L. Shivley, 32, who shot himself with the same gun minutes after shooting his wife. He died at Clinton Memorial Hospital about 1 1/2 hqurs after the shooting incident. The scene of the tragedy was Mrsy Shivley's home at 211 E. en name, Alice Hackett. Lincoln Street, at the corner Police reconstructed the of Oakland Street and across events this way. Lincoln from the Federal-Mo gul plant. It happened about AFTER LEAVING court in the 11:05 a.m. Monday. divorce hearing Monday morn ing, Mrs Shivley —now Alice POLICE OFFICER Lyle Hackett again—was driven home French said Mr Shivley appar by her mother, Mrs Ruth Pat ently shot himself just as he terson of 1013 1/2 S. Church (French) arrived at the home Street, Police said Mrs Shlv1 in answer to a call about a ley wanted to pick up some shooting phoned in fromtheFed- papers at her Lincoln Street eral-Mogul plant. He found Mr home. Shivley seriously wounded and She got out of the car and lying on the floor of a garage went in the front door* Mrs MRS ALICE SHIVLEY adjacent to -• the i house on the Patterson got out of-'the car east side. -
Headstone Restoration Report
Preservation Project Old Hill Burial Ground South Burying Ground Sleepy Hollow Cemetery HISTORIC GRAVESTONE SERVICES *Conservation Form* TLC* 2020 Record Date June 2020 Cemetery Location Sleepy Hollow, Concord, MA Name Adams, Dorothy Date of Death April 10, 1766 Material Slate Marker Type tablet Carving Condition 80% - 100% readable Stone Condition Ambient dirt & biological growth Broken, 2 fragments, epoxy residue from previous repair, concrete around base Treatment Clean & treat with D2 for biological growths Remove concrete and epoxy residue Create new below grade base Reset stone into base with lime mortar Reattach fragments with Jahn M160 Inscription Here lies the Body of Miʃs Dorothy Adams, Daughter of Mr. Joʃeph Adams and Mrs. Dorothy, his wife, who died April 10th: 1766. In the 29th Year of her Age. HISTORIC GRAVESTONE SERVICES *Conservation Form* TLC* 2020 Record Date June 2020 Cemetery Location Sleepy Hollow, Concord, MA Name Beatton, John Date of Death June 9, 1776 Material Slate Marker Type brick box tomb with ledger Carving Condition 80% - 100% readable Stone Condition Ambient dirt & biological growth Ledger stone broken, 2 fragments Treatment Clean & treat with D2 for biological growths Reset stone together Reattach fragment with Jahn M160 Inscription Here reʃts in Hope The Remains of John Beatton, Eʃqr. who departed this Life June 9th: AD 1776 Aged 74 years. This worthy man was born in Scotland, but had lived a long courʃe of years in this town where he aquired a large Eʃtate & poʃʃeʃʃed a reputation Remarkably fair & unʃpotted. He was a ʃerious, meek, devout Chriʃtian & Breathed the Spirit of the Religion which he Profeʃʃed. -
CONTRACT- DE-14: Design, Supply, Installation, Testing
CONTRACT- DE-14: Design, Supply, Installation, Testing and Commissioning of 25 kV Overhead Equipment (OHE), 33 kV Auxiliary Power Supply for elevated section of Line-7 Ext. (Maujpur to Majlispark) and Augmentation works of Mukundpur depot of Delhi Metro MRTS Phase-IV. Addendum No.–4 (SUMMARY SHEET) Clause S. No. Document Reference In place of Please read as Remarks 1 Vol.1 NIT Key Details Page 3R1 of 19 Page 3R2 of 19 Key dates Modified 2 Vol.1 NIT Key Details Page 4R1 of 19 Page 4R2 of 19 Key dates Modified Clause 1.1.3.1 3 Vol.1 NIT Page 7R of 19 Page 7R1 of 19 Clause Modified vii b. Page 11R of 19 Page 11R1 of 19 4 Vol.1 NIT Clause 1.1.3.2 & & Clause Modified Page 12R of 19 Page 12R1 of 19 Clause 11.3 Sub- Correction slip no.2 5 Vol.2 GCC - - Clause added 11.3.1 Schedules 1 to 9 of Schedules SCC Replaced with 6 Vol.2 SCC 1 to 9 of - - Revised Schedule 1 to SCC 9 of SCC, Rev.01 as enclosed. Appendix-2D Replaced with Vol.4 Chapter-3 Page 4 of 142 Revised Appendix-2D 7 Particular Interface to - Interface Management Specification Appendix-2D Page 50 of 142 Document (Corrected upto 22.02.2021)as enclosed. Vol.4 Chapter-11A Page 5 of 50 Page 5R of 50 8 Particular Clause Modified Clause 1.3.1 Specification Pre-Bid clarifications has been added along with the 9 Pre-Bid Clarifications Addendum-4 NOTICE INVITING TENDER (NIT) (e-Tender) 1.1 GENERAL 1.1.1 Name of Work Delhi Metro Rail Corporation Ltd. -
Special Contract Requirements
E-1 CA FTNP YOSE 500(5) & 918(1) Southside Drive and Bridalveil Parking SPECIAL CONTRACT REQUIREMENTS The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges, on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration. E-2 CA FTNP YOSE 500(5) & 918(1) Southside Drive and Bridalveil Parking Section 101. – TERMS, FORMAT, AND DEFINITIONS 101.03 Abbreviations. (a) Acronyms. Add the following: EEBACS — Engineer’s Estimating, Bidding, Award, and Construction System GSA – General Services Administration NPS – National Park Service YNP – Yosemite National Park (b) US Customary abbreviations and symbols. Delete the text and substitute the following: ºF — degrees Fahrenheit temperature A — ampere electric current ac. — acre area BTU — British Thermal Unit energy cu. in. or in3 — cubic inches volume cu. ft., cf, ft3 or CUFT — cubic feet volume cu. yd., cy, yd3 or CUYD — cubic yards volume D — day time deg. or º — degree plane angle Fc — foot-candles luminous intensity fl. oz. — fluid ounces volume ft. or ' — foot or feet length gal. or GAL — gallon volume H — Henry inductance hr. or HR — hour time Hz — hertz (s-1) frequency in. or " inch or inches length K — kelvin temperature lb or LB, lbs — pound, pounds mass Lbf — pound-force force lnft or LNFT linear foot length mi. — miles length min. or m — minute time min. or ' — minute plane angle oz. — ounces mass Psi — pounds/square inch pressure Q — cubic feet/second flow rate sec. or s — second time E-3 CA FTNP YOSE 500(5) & 918(1) Southside Drive and Bridalveil Parking sec. -
Ashland Cemetery .Pdf
Ashland Cemetery Preservation Guidelines Introduction The City of Ashland has developed these Guidelines for individuals and groups who use the historic Ashland Cemetery. As general guidelines they can enhance the cemetery’s preservation and maintenance and assure that new development remains compatible with its historic character. For more specific guidelines please see “Ashland Historic Cemeteries Preservation Plan.” The Cemetery Sexton, whose office is located at 440 Normal Avenue, can provide more detailed information. Together, we can help guarantee that the historic qualities that make Ashland Cemetery a special place remain for those who come after us. General Guidelines 1. The original characteristics of the cemetery’s plan, landscape features, roadway, blocks, and headstone design and placement, should be preserved. Removal or alteration of any historic materials is restricted. 2. Alterations that have no historical basis and that attempt to imitate features from an earlier time, shall be discouraged. 3. Examples of design and skilled craftsmanship in cemetery buildings, landscape and objects shall be treated with sensitivity. 4. Deteriorated features should be repaired rather than replaced if possible. If replacement is necessary, the new material should match that being replaced in composition, design, color, texture and other visual qualities. Work should be based on historic, physical or pictorial evidence. 5. No marker, curbing, or fragments should be removed from the cemetery. Please notify the Cemetery Sexton regarding fragment location. 6. Surface cleaning of markers and block enclosures should be undertaken with the gentlest means possible. 7. The Cemetery Sexton shall approve any restoration or repair plans prior to the beginning of work. -
Blue-Book-January-2021.Pdf
P a g e | 1 A Foreword from the BRAMM Board The British Register of Memorial Masons was established in 2004 to improve the standards of memorial construction, installation and safety within the UK’s cemeteries and churchyards. Our supporting organisations have monitored and underpinned the development of BRAMM including industry training and appropriate qualifications to ensure BRAMM Registered Businesses and their qualified Fixer Masons are working to the current British Standard ~ BS8415. A BRAMM Registered Business should issue “A Certificate of Compliance” to confirm a newly constructed memorial meets the current standard. These certificates, if requested, are issued without charge. Recently, the BRAMM Blue Book has been reviewed to provide technical, constructional and safety information in line with the current BS8415:2018. In addition, all Memorial Masonry Companies wishing to be included on the BRAMM Register sign a formal declaration saying, ‘I declare that all materials used will comply with BS8415 and that fixers will become accredited in accordance with guidance issued by BRAMM’. This important level of certification gives security to both the Bereaved and the Burial Authorities. To ensure our industry standards are maintained we recommend the BRAMM Blue Book as a sound source of information and further reading. BRAMM’s Supporting Organisations Businesses registered with BRAMM are accountable to both the bereaved and the cemetery management. Work that is not compliant with BS8415 can be reported to BRAMM, who provide a service to cemetery management to assist in resolving such matters. In extreme cases additional training may be required and/or offered to maintain industry standards. -
Short Notice to Quarrying Sector
DRAFT REPORT STATE-OF-THE-ART: ORNAMENTAL STONE QUARRYING IN EUROPE Nicos Arvantides Tom Heldal 1 OSNET quarrying sector Nicos Arvantides Institute of Geology and Mineral exploration (IGME) 1. Fragon str. 54626 Thessaloniki Greece [email protected] Tom Heldal Geological Survey of Norway (NGU) N-7491 Trondheim Norway [email protected] Preface This report is an attempt to summarize some characteristics of the ornamental stone quarrying industry throughout Europe and underline some challenges that this sector is facing. Furthermore, it seeks to highlight some of the most important innovative technologies and methods contributing to improve the viability and sustainability of ornamental stone quarrying. In addition to quarrying itself, the report also deals with other important aspects directly relevant to quarrying – such as exploration, some environmental issues, management of deposits and handling and use of waste rock. For other aspects related to the ornamental stone production, including environmental, the work by the other sectors within OSNET is recommended. These are: Processing, Stone characterization, Tools and equipment, Risk assessment, safety and environment and Technology transfer. Ornamental stone quarrying in Europe is characterized by a great variation in traditions, extraction methods and, not at least, rock types. To give a complete picture of everything happening within the sector would demand far more pages and time than available, but we hope that we have not forgotten too much. The members of the OSNET quarrying sector come from Greece, Italy, Portugal, Sweden, Finland and Norway. Clearly, the report will be "coloured" by examples and case studies from these countries, but we hope – and believe - they have a more general validity. -
Weathering Processes on Headstones and Monuments Alison Tymon March 2012
Weathering processes on headstones and monuments Alison Tymon March 2012 Weathering is defined as the breakdown of rock in situ, that is without being moved. Hepworth churchyard, Weathering processes depend upon the pres- near Holmfirth ence of water, the temperature, the mineral The headstones are made composition of the rock and its chemical com- of different rocks so they position. Headstones are subjected to weath- will all weather differently. ering simply by standing in a graveyard or cemetery. Weathering is often confused with erosion, but the word erosion implies that the rock has been subjected to transport processes which has worn it down. Rocks are transported by Bank Edge Quarry, Rake Bank, Halifax, water in rivers or by waves. They can be showing that rock can moved by glaciers or rock falls or landslides. break down in situ, par- Small particles of rock can be blown by wind. ticularly when water can All of these transport processes make rocks get into joints and weak- smaller, but only weathering will break down nesses. rock which stays in one place. HOW DOES WEATHERING OCCUR? Weathering falls into three types of processes - Physical, Chemical and Biological. Students and pupils at GCSE level and above will be able to appreciate the processes which oc- cur in each type of weathering. However, for those younger and for adults who have no back- ground in chemistry, it will be necessary to simplify the explanations. PHYSICAL WEATHERING Physical Processes are easier to understand and there are two main types: Expansion-contraction weathering (also called exfoliation or onion-skin weathering) depends upon expansion and contrac- tion caused by heating of the rock in the sun.