AML Pilot Program) for FY 2016 – FY 2017
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Soil Improvement/ Land Reclamation
Unearthing Sustainable www.nwbiosolids.org Solutions SOIL IMPROVEMENT/ Fact Sheet LAND RECLAMATION Biosolids provide nutrients and organic matter to damaged soils, enabling renewed plant growth. SEEKING SOLUTIONS Our collective footprint as humans has disturbed native landscapes and underlying soils. Heavy equipment used in construction can compact soils. Mining can result in loss of topsoil. Overgrazing disturbs native vegetation and wind and water erosion occurs when ecosystems are disturbed. Following this damage, soils are often unable to support plant life due to lack of nutrients and organic matter, compaction, altered pH and other ecosystem changes. BENEFITS OF BIOSOLIDS Disturbed soils can be restored and revitalized Before and after a reclamation with biosolids through the addition of organic matter. Nutrient-rich, organic biosolids replace lost can access over time. Soil, following biosolids topsoil and improve soil fertility and stability, application is better aerated and lighter. Water thus decreasing erosion and aiding in revegetation. enters into the soil rather than eroding off the soil Biosolids have been used successfully to reclaim surface. Unlike nutrients in commercial fertilizers, large construction sites, surface mines, parks nutrients added in the biosolids will stay in the and road cuts. Biosolids composts are an topsoil over time and the restored ecosystem excellent organic soil for building or renewing will prosper over time. wetlands. Wildlife habitat and rangelands have been restored using biosolids products. WHAT’S HAPPENING Here are some of the ways biosolids have HOW IT WORKS reclaimed damaged soils: Soil improvement and land reclamation projects use onetime or infrequent applications of large · Wildlife habitat enhancement - Invasive plants quantities of biosolids to increase the amount like Scotch broom and blackberry vines can of nutrients and organic matter in the poor or take over natural wildlife habitats. -
Fehmarnbelt: a New Green Link Between Germany and Denmark
PROJECT FEHMARNBELT: A NEW GREEN LINK BETWEEN GERMANY AND DENMARK An aerial view of the Fehmarnbelt's site on the island of Fehmarn in Germany, situated adjacent to the Puttgarden ferry harbour. Photo Jan Kofod Winther Femern AS 6 TERRA ET AQUA The Fehmarnbelt Fixed Link is a joint Danish and To be built in northern Europe and connect German transport Scandinavia with Germany, the Fehmarnbelt infrastructure will be the world’s longest immersed tunnel. The infrastructure will close a major gap in the project across the European transport network, reduce the risk of Fehmarnbelt. shipping collisions, energy consumption and create a new region in Europe, while also fostering the development of new nature and recreational landscapes by Working with Nature concepts. Presentation of the project The Fehmarnbelt Fixed Link – the proposed eastern route between Germany and Denmark – has been planned for a long time in an effort to create a rapid connection between the two countries with a faster and shorter link (see Figure 1). It will also close a major gap in the Scandinavian-Mediterranean corridor which is part of the European transport network. Once opened, the journey for freight trains between Hamburg and Scandinavia will reduce by 160 kilometres. The Fehmarnbelt Fixed Link is a joint Danish and German transport infrastructure project across the Fehmarnbelt. Denmark is responsible for the planning, construction and operation of the Fehmarn Fixed Link. To carry out this task, the government of Denmark has established the company Femern A/S which is 100% owned by the Danish State and represented by the Danish Ministry of Transport. -
RULES and REGULATIONS Title 25—ENVIRONMENTAL PROTECTION DEPARTMENT of ENVIRONMENTAL PROTECTION [25 PA
1226 RULES AND REGULATIONS Title 25—ENVIRONMENTAL PROTECTION DEPARTMENT OF ENVIRONMENTAL PROTECTION [25 PA. CODE CH. 93] Corrective Amendment to 25 Pa. Code § 93.9j The Department of Environmental Protection (Department) has discovered a discrepancy between the agency text of 25 Pa. Code § 93.9j (relating to Drainage List J) as deposited with the Legislative Reference Bureau (Bureau) and published at 32 Pa.B. 4695, 4699 (September 28, 2002) and the official text as published in the Pennsylvania Code Reporter (Master Transmittal Sheet No. 337, December 2002), and as currently appearing in the Pennsylvania Code. When the amendments made by the Department at 32 Pa.B. 4695 were codified, an entry for the Lackawanna River in Luzerne County and an unnamed tributary to it were never deleted as proposed. Therefore, under 45 Pa.C.S. § 901: The Department has deposited with the Bureau a corrective amendment to 25 Pa. Code § 93.9j. The corrective amendment to 25 Pa. Code § 93.9j is effective as of December 7, 2002, the date the defective official text was announced in the Pennsylvania Bulletin. The correct version of 25 Pa. Code § 93.9j appears in Annex A, with ellipses referring to the existing text of the regulation. Annex A TITLE 25. ENVIRONMENTAL PROTECTION PART I. DEPARTMENT OF ENVIRONMENTAL PROTECTION Subpart C. PROTECTION OF NATURAL RESOURCES ARTICLE II. WATER RESOURCES CHAPTER 93. WATER QUALITY STANDARDS § 93.9j. Drainage List J. Susquehanna River Basin in Pennsylvania Lackawanna River Exceptions Water Uses To Specific Stream Zone County -
Utilization of Locally Available Organic Matter to Improve Chemical Properties of Pyroclastic Materials from Mt
JOURNAL OF DEGRADED AND MINING LANDS MANAGEMENT ISSN: 2339-076X (p); 2502-2458 (e), Volume 4, Number 2 (January 2017): 717-721 DOI:10.15243/jdmlm.2017.042.717 Research Article Utilization of locally available organic matter to improve chemical properties of pyroclastic materials from Mt. Kelud of East Java S.R. Utami*, C. Agustina, K.S. Wicaksono, B.D. Prasojo, H. Hanifa Faculty of Agriculture, University of Brawijaya, Jl. Veteran 1, Malang 65145, Indonesia *corresponding author: [email protected] Abstract: Pandansari village, Ngantang District was severely affected by Mt. Kelud eruption in 2014. Almost all soil surfaces were covered by the eruption product, leading to serious problems for cultivation. Pyroclastic materials potentially have high content of nutrients, but they are not readily available to plants. As an attempt to improve chemical properties of the pyroclastic materials, we applied locally available organic matters, from four different sources, i.e. leaves of sweet potatoes, Tithonia diversifolia, maize, and cow manure. The pyroclastic materials were sieved at 2 mm, placed inside pots (50 x 50 x 50 cm3), until it reached 30 cm thick. The fresh leaves were chopped into 2 mm size and mixed with the pyroclastic materials at the dosage of 15 Mg/ha. They were incubated and kept at field condition. Selected chemical properties (pH, CEC, sum of basic cations, and the total contents of N, organic C, and available P) were measured before and after 90 days incubation. The results showed that after 90 days, organic matter application significantly increased pH, cation exchange capacity, organic C, and total exchangeable basic cations content. -
Syrian Arab Republic: Thematic Study on Land Reclamation Through De-Rocking
NEAR EAST AND NORTH AFRICA DIVISION Syrian Arab Republic: Thematic study on land reclamation through de-rocking Enabling poor rural people to overcome poverty Syrian Arab Republic: Thematic study on land reclamation through de-rocking Southern Regional Agricultural Development Project (SRADP) Jebel al Hoss Agricultural Development Project (JHADP) Coastal/Midlands Agricultural Development Project (CMADP) Idleb Rural Development Project (IRDP) Near East and North Africa Division Programme management department Enabling poor rural people to overcome poverty Table of contents Currency equivalent. 5 Weights and measures . 5 Abbreviations and acronyms . 6 I. Introduction. 7 Context and background . 7 Rationale and objectives . 9 Methodology and approach . 9 II. Resources, policy, institutional context and achievement . 11 Physiographic profile and land resources . 11 Government policy and agriculture-sector strategy . 17 Key institutions involved . 19 Land reclamation through de-rocking: Past and present programmes . 21 III. IFAD’s role and intervention in land reclamation . 28 Intended objectives and approaches . 28 Relevance of IFAD’s land-reclamation interventions to poor farmers . 28 Synthesis of project experience . 30 Socio-economic impact . 38 Environmental impact assessment . 40 IV. Lessons learned . 45 Appendixes Appendix 1: Thematic maps . 46 Appendix 2: Technical note on the de-rocking process . 52 Appendix 3: Supporting documents . 58 Appendix 4: Records of consultations . 60 3 List of tables Table 1. Major lithological features . 13 Table 2. Land-use distribution in 2006 by agricultural settlement zone (ASZ) . 14 Table 3. Farmed land distribution in 2006 by governorate . 15 Table 4. Syrian agricultural settlement zones (ASZs) . 15 Table 5. Areas planted with fruit trees by ASZ . 16 Table 6. -
20-0000-2000F)
Dear Senators HEIDER, Brackett, Stennett, and Representatives GIBBS, Gestrin, Rubel: The Legislative Services Office, Research and Legislation, has received the enclosed rules of the Idaho Department of Lands: IDAPA 20.00.00 - Notice of Omnibus Rulemaking (Fee Rule) - Proposed Rule (Docket No. 20-0000-2000F). Pursuant to Section 67-454, Idaho Code, a meeting on the enclosed rules may be called by the cochairmen or by two (2) or more members of the subcommittee giving oral or written notice to Research and Legislation no later than fourteen (14) days after receipt of the rules' analysis from Legislative Services. The final date to call a meeting on the enclosed rules is no later than 10/30/2020. If a meeting is called, the subcommittee must hold the meeting within forty-two (42) days of receipt of the rules' analysis from Legislative Services. The final date to hold a meeting on the enclosed rules is 11/27/2020. The germane joint subcommittee may request a statement of economic impact with respect to a proposed rule by notifying Research and Legislation. There is no time limit on requesting this statement, and it may be requested whether or not a meeting on the proposed rule is called or after a meeting has been held. To notify Research and Legislation, call 334-4854, or send a written request to the address on the memorandum attached below. Page 1 of 1 MEMORANDUM TO: Rules Review Subcommittee of the Senate Resources & Environment Committee and the House Resources & Conservation Committee FROM: Deputy Division Manager - Katharine Gerrity DATE: October 13, 2020 SUBJECT: Idaho Department of Lands IDAPA 20.00.00 - Notice of Omnibus Rulemaking (Fee Rule) - Proposed Rule (Docket No. -
Reclamation Planning for Abandoned Mining Subsidence Lands in Eastern
RECLAMATION PLANNING FOR ABANDONED MINING SUBSIDENCE LANDS IN EASTERN. CIITNA - A CASE STUDY1 Zhenqi Hu and Hehe Gu2 Abstract: China has a long history of coal mining and more than 96 % of coal output is taken from underground mines each year. With the excavation of coal from underground, severe subsidence often results, which produces many subsidence lands. Since the Chinese government enacted a reclamation stipulation in 1989, many abandoned mining subsidence lands were produced before 1989. Therefore, reclamation of abandoned subsidence lands has become the focus of research activities in our country. This paper explores the principle and methods of reclamation planning for abandoned mining subsidence lands and. presents a case study in eastern China. A 373 ha of abandoned mining subsidence land in Anhui province was selected as an experiment site. Since China is a developing country and land shortage is severe in this area, the high economic benefits from the reclaimed land was the final reclamation goal. Based on the topography of subsidence lands - some parts of the abandoned lands were wetland or lake-like troughs, restoring fannlands and fishponds were chosen as post-reclamation land uses. The elevation of reclaimed lands was the key for restoring fannland successfully because of the high underground water level in this area, and the optimum fishpond size and side-slope design were the keys to reach high reclamation income. The HDP (Hydraulic Dredge Pump) reclamation technique was used for restoring fannland and creating fishpond. A farming and aquaculture plan for high economic benefits was also designed. This project will make farmers, who own the lands, richer through reclamation. -
Landfill Reclamation
United States Solid Waste EPA530-F-97-001 Environmental Protection and Emergency Response July 1997 Agency (5306W) 1EPA Landfill Reclamation his fact sheet describes new and innovative technologies and products that meet the performance standards of the Criteria for Municipal Solid T Waste Landfills (40 CFR Part 258). Landfill reclamation is a relatively new approach used to expand municipal solid waste (MSW) landfill capacity and avoid the high cost of acquiring addi- tional land. Reclamation costs are often offset by the sale or use of recovered materials, such as recyclables, soil, and waste, which can be burned as fuel. Other important benefits may include avoided liability through site remediation, reductions in closure costs, and reclamation of land for other uses. Despite its many benefits, some potential drawbacks exist to landfill reclama- tion. This technology may release methane and other gases, for example, that result from decomposing wastes. It may also unearth hazardous materials, which can be costly to manage. In addition, the excavation work involved in reclamation may cause adjacent landfill areas to sink or collapse. Finally, the dense, abrasive nature of reclaimed waste may shorten the life of excavation equipment. To identify potential problems, landfill operators considering recla- mation activities should conduct a site characterization study. Landfill reclamation projects have been successfully implemented at MSW facilities across the country since the 1980s. This fact sheet provides information on this technology and presents case studies of successful reclamation projects. The Reclamation Soil Separation (Screening) A trommel (i.e., a revolving cylindrical sieve) Process or vibrating screens separate soil (including Landfill reclamation is conducted in a num- the cover material) from solid waste in the ber of ways, with the specific approach based excavated material. -
Land Reclamation Using Clay Slurry Or in Deep Water: Challenges and Solutions
Japanese Geotechnical Society Special Publication The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering Land reclamation using clay slurry or in deep water: challenges and solutions Jian Chu i, ii) and Wei Guoii) i) School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798, Singapore ii) Department of Civil, Construction & Environmental Engineering, Iowa State University, IA 50011, United States ABSTRACT Offshore land reclamation has become more challenging in recent years. One of reasons is the use of soft soil such as dredged clay slurry when there is lack of granular fill materials and the improvement of soft soil to meet the design requirements is challenging. Another reason is that the water depth in which land reclamation has to be carried out is getting deeper and deeper and the supply of a huge amount of fill materials becomes another challenge. In this paper, methods for land reclamation using clay slurry and the associated soil improvement methods are introduced. Case studies for land reclamation over ultra-soft soil are presented. Methods to use sewage sludge or other waste for land reclamation are also proposed. To overcome the difficulties in land reclamation in deep water, a new land reclamation method, NeuSpace, is also introduced. Keywords: clay slurry, land reclamation, soil improvement, suction caisson 1 INTRODUCTION reclamation, one of the most economical methods is preloading together with prefabricated vertical drains Singapore is a country with limited land space. Land (PVDs) (Chu and Raju, 2012). However, for very soft reclamation has been a major method for land creation or slurry types of fill materials, the use of fill surcharge in Singapore since the 19th century. -
The Human Factor in Mining Reclamation
The Human Factor in Mining Reclamation U.S. Geological Survey Circular 1191 U.S. Department of the Interior U.S. Geological Survey Cover. Photo credits: Left, South Platte Park, Littleton, Colo., photograph by Raymond Sperger. Center, City of Denver Skyline and Aggregate Industries, photograph by Jonathan Eady. Right, Detail of stone paving design, photograph by B. Arbogast. The Human Factor in Mining Reclamation By Belinda F. Arbogast, Daniel H. Knepper, Jr., and William H. Langer U.S. Geological Survey Circular 1191 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Bruce Babbitt, Secretary U.S. Geological Survey Charles G. Groat, Director First printing 2000 Free on application to U.S. Geological Survey, Information Services Box 25286, Federal Center Denver, CO 80225 This report is also available on line at http://greenwood.cr.usgs.gov/pub/circulars/c11 91/ Any use of trade, product. or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government Library of Congress Cataloging-in-Publication Data Arbogast, B. F. (Belinda F.) The human factor in mining reclamation I by Belinda F. Arbogast, Daniel H. Knepper, Jr., and William H. Langer. p. em. - (U.S. Geological Survey circular ; 1191) Includes bibliographical references. 1. Abandoned mined lands reclamation. 2. Quarries and quarrying-Environmental aspects. 3. Sand and gravel mines and mining-Environmental aspects. 4. Urbanization. I. Knepper, Daniel H. II. Langer, William H. Ill. Title. IV. Series. TD195.Q3 A73 2000 333.76'5153-dc21 99-057005 Published in the Central Region, Denver, Colorado Manuscript approved for publication September 30, 1999 Edited by Lorna Carter Photo composition by William E. -
Environmental Impact Assessment (EIA) Guidance Document for Coastal and Land Reclamation Activities
Environmental Impact Assessment (EIA) Guidance Document for Coastal and Land Reclamation Activities ENVIRONMENTAL IMPACT ASSESSMENT (EIA) GUIDANCE DOCUMENT FOR COASTAL AND LAND RECLAMATION ACTIVITIES INTRODUCTION 1. This document is prepared to facilitate project proponent and environmental consultants in preparing the Environmental Impact Assessment (EIA) Report for any proposed coastal and land reclamation projects. It is also intended to ensure proper planning and implementation of coastal development projects in a sustainable manner, thus minimizing the potential negative impact to the environment, arising from such activities. 2. In planning and implementing land reclamation projects, consideration should be made on the existing coastal regime and features, off shore bathymetric conditions, river estuaries, water quality, etc. Responses to the coastal features will fundamentally influence the land shape and deposition of any reclamation and consequently determine the basic plan outline. POLICY AND LEGAL REQUIREMENTS 3. The following lists are the policy and legal requirements that need to be referred to when preparing the EIA Report: o National Physical Plan, April 2005; o Environmental Quality Order (Prescribed Activities) (Environmental Impacts Assessment) 1987; o Environmental Quality Regulations (Scheduled Waste) 2005; o Environmental Quality Regulations (Clean Air) 1978; o Environmental Quality Regulations (Sewage and Industrial Effluent) 1979; o Town and Country Planning Act o Federal Department of Town and Country Planning -
Annex a TITLE 25. ENVIRONMENTAL PROTECTION PART I
Annex A TITLE 25. ENVIRONMENTAL PROTECTION PART I. DEPARTMENT OF ENVIRONMENTAL PROTECTION Subpart C. PROTECTION OF NATURAL RESOURCES ARTICLE II. WATER RESOURCES CHAPTER 93. WATER QUALITY STANDARDS DESIGNATED WATER USES AND WATER QUALITY CRITERIA Editor’s Note: Additional changes to drainage list 93.9d were proposed on October 21, 2017 in the Pennsylvania Bulletin (47 Pa.B. 6609), including a stream name correction from “Beaverdam Run” to “Beaver Run.” § 93.9d. Drainage List D. Delaware River Basin in Pennsylvania Lehigh River Stream Zone County Water Uses Exceptions Protected to Specific Criteria * * * * * * 2—Lehigh River Main Stem, PA 903 Lehigh TSF, MF None Bridge to Allentown Dam 3—[Unnamed Basins, PA 903 Carbon[- CWF, MF None Tributaries] UNTs to Bridge to [Allentown Lehigh] Lehigh River Dam] UNT 03913 at 40°48'11.1"N; 75°40'20.6"W 3—Silkmill Run Basin Carbon CWF, MF None 3—Mauch Chunk Basin, Source to SR Carbon EV, MF None Creek 902 Bridge 3—Mauch Chunk Basin, SR 902 Bridge Carbon CWF, MF None Creek to Mouth 1 3—Beaverdam Run Basin Carbon HQ-CWF, None MF 3—Long Run Basin Carbon CWF, MF None Basin, Source to [Carbon] 3—Mahoning Creek CWF, MF None Wash Creek Schuylkill HQ-CWF, 4—Wash Creek Basin Schuylkill None MF Basin, Wash Creek to UNT 04074 at 3—Mahoning Creek Schuylkill CWF, MF None 40°46'43.4"N; 75°50'35.2"W HQ-CWF, 4—UNT 04074 Basin Schuylkill None MF Basin, UNT 04074 3—Mahoning Creek Carbon CWF, MF None to Mouth Basin, Source to SR 3—Pohopoco Creek 3016 Bridge at Monroe CWF, MF None Merwinsburg Main Stem, SR 3016 Bridge to