ENVIRONMENTAL CODE OF PRACTICE FOR CONCRETE BATCH PLANT & ROCK WASHING OPERATIONS
|
|
|
- David Murphy
- 9 years ago
- Views:
Transcription
1 ENVIRONMENTAL CODE OF PRACTICE FOR CONCRETE BATCH PLANT & ROCK WASHING OPERATIONS PREPARED BY: DEPARTMENT OF ENVIRONMENT AND LANDS INDUSTRIAL ENVIRONMENTAL ENGINEERING DIVISION APRIL 16, 1992
2 - TABLE OF CONTENTS - SECTION 1 PAGE INTRODUCTION...1 SECTION 2 ENVIRONMENTAL CONCERNS AND REQUIRED PRACTICE FOR BOTH CONCRETE BATCH PLANTS (READY MIX PLANTS) AND ROCK WASHING OPERATIONS: Location...3 Dust and Noise Generation...4 Water Supply...5 Fuel Storage and Use...5 Chemical Storage...6 Disposal of Waste...7 Eventual Site Closure...8 Effluent Discharge...8
3 SECTION 3 ENVIRONMENTAL CONCERNS AND REQUIRED PRACTICE PARTICULAR TO CONCRETE BATCH PLANTS (READY MIX PLANTS): Washing of Cement Trucks...10 SECTION 4 ENVIRONMENTAL CONCERNS AND REQUIRED PRACTICE PARTICULAR TO ROCK WASHING OPERATIONS: Washing of Aggregate and Settling Ponds...13
4 - 1 - SECTION 1 INTRODUCTION This Environmental Code of Practice for Concrete Batch Plant (Ready Mix Plant) Operations and Rock Washing Operations was prepared internally by the Industrial Environmental Engineering Division of the Department of Environment and Lands. The code was developed in an effort to provide the members of the Concrete Batch Plant and Rock Washing Industry with a better idea of what the Department of Environment and Lands expects of an operator from both the point of view of the physical plant itself as well as the associated activities in the pit or quarry in which the plant may be located. By following the provisions described in this code an owner and/or operator will minimize the negative impacts that a concrete batch plant or rock washing operation would have on the environment. This code will also indicate any legal requirements that an operation would be subject to from the point of view of the Department of Environment and Lands only. Poor operating practice of a concrete batch plant or a rock washing operation can have a drastic impact on the environment. Washing rock creates large volumes of highly silted water and the effluent from cement truck washing can cause immediate destruction of vegetation and fish. With respect to environmental matters, the operation of concrete batch plants and rock washing operations in Newfoundland and Labrador is regulated under The Department of Environment and Lands Act and the following associated regulations: 1. The Storage and Handling of Gasoline and Associated Products Regulations and Amendments 2. The Air Pollution Control Regulations 3. The Environmental Control (Water and Sewage) Regulations 4. The Waste Material (Disposal) Act and Amendments
5 - 2 - Copies of the above acts and regulations may be obtained from the Queen's Printer, Confederation Building, St. John's. This code will first discuss areas of concern that are common to both concrete batch plant and rock washing operations and will then present a section with concerns particular to concrete batch plants followed by a section presenting concerns particular to rock washing operations.
6 - 3 - SECTION 2 ENVIRONMENTAL CONCERNS AND REQUIRED PRACTICE FOR BOTH CON- CRETE BATCH PLANTS (READY MIX PLANTS) AND ROCK WASHING OPERATIONS 2.0 LOCATION: One of the most important factors in meeting the requirements of the Department is the selection of a site. Effects of both noise and dust on nearby populated areas are of primary concern, followed by potential impacts on vegetation, wildlife and water quality. When considering the appropriateness of a prospective site for the operation of a concrete batch plant and/or rock washing process, the following items shall be taken into account: - the operation shall be at least 1 km from any residential areas, recreational facilities, or commercial establishments, such as hotels or restaurants. - access to the site is not to be through residential areas - outer boundaries of the site, including quarry operations, are to be at least 300 meters from any body of water, such as streams or ponds. A distance of 300 meters should also be maintained from all provincial highways. Site drainage shall, as much as possible, be away from water bodies. An operation is prohibited from locating within a protected watershed or other designated sensitive area. - the operation is to be neither clearly visible from a provincial or municipal highway or street nor at an elevation that makes the operation visible to the surrounding area. A vegetation screen is to be maintained where possible.
7 DUST AND NOISE GENERATION: Dust and noise is generated by various aspects of an operation. Dust and noise can be generated by the movement of mobile equipment on site, a crushing operation, quarrying and the transferring of cement to a storage silo. The impacts of dust and noise can be reduced by appropriate site selection. Selecting a site that is removed from other human activities allows dust in the air to settle out or disperse so that upon reaching human activity its impact is minimal. Similarly as distance increases noise level decreases, creating another reason to locate the plant away from other activities. Vegetation screens should assist with noise reduction. Other measures that can be implemented to reduce dust generation are: - enclosing the conveyor belts - the use of dust suppressants (such as water but not hydrocarbons) on site roadways and conveyor belt drop offs. (The use of dust suppressants other than water require the Approval of this Department. Where water is used, it is not to be used to excess) - capturing of particulate before air is exhausted during cement unloading. - using a water spray to reduce dust associated with the crusher The reduction of noise is more difficult. However, it is possible to install equipment and/or institute procedures that will reduce noise. The Department will take action to prohibit any operation that is creating significant levels of dust or noise.
8 WATER SUPPLY: An initial supply of water will be required for cement truck washing and rock washing. This is usually obtained via a nearby stream or pond. However, before water can be drawn from a water body, unless the water is from a water supply already approved by this Department, a Certificate of Approval must be obtained from the Water Resources Division of this Department. Existing approved water supplies are municipal or industry owned and permission must be obtained to access these supplies. It is important to note that altering or disturbing a water body is strictly forbidden. When accessing a water body for a water supply it must be done in such a way that impact on it is kept to a minimum. 2.3 FUEL STORAGE AND USE: The on site storage of fuel for the heavy equipment, trucks, and generators is governed, or regulated, by The Storage and Handling of Gasoline and Associated Products (GAP) Regulations and Amendments. A separate Certificate of Approval from this Department is required for fuel storage. It should be noted that underground fuel storage tanks are acceptable to the Department provided they meet the requirements of the GAP Regulations. It should also be noted that, as per the GAP Regulations, "aboveground tank" means any tank which is located at or above grade, including both horizontal and vertical tanks, and tank truck and tank truck trailers that are being used as a stationary source of fuel storage. Aboveground tanks must be dyked as per GAP Regulations. With respect to tank location it is obvious that certain tanks will have to be located adjacent to the equipment that is being supplied. Tanks used to store fuel for mobile equipment however,
9 - 6 - should be located away from high traffic areas to reduce the carryover of spilled fuel. All fuel storage tanks should be located as far as away as possible from nearby streams, ponds, rivers or other bodies of water to which spilled or leaking fuel might flow. Other than the concern over proper dyking of aboveground tanks or the proper installation of underground tanks, there is one other concern of equal importance to be considered. This is the contamination of soil resulting from the spillage of product during the fuelling of vehicles and other equipment. Proper care and caution will decrease the likelihood of this contamination. When spills do occur they should immediately be contained and absorbent material applied as quickly a possible. Once a spill has been contained and controlled, all oil contaminated soil and absorbent must be collected and be disposed of at any nearby authorized waste disposal site. If a spill of 70 litres or more occurs it must be reported by telephoning (709) The Department requires that the operator of a concrete batch plant or rock washing facility keep an amount of oil absorbent material on site. The minimum volume of absorbent expected to be maintained at the site is 0.5 m CHEMICAL STORAGE: Any chemicals that are kept on site must be stored in accordance with the National Fire Code and Occupational Health and Safety Regulations. This Department will require that any chemical kept on site must be stored in a secure area and that facilities must be provided to prevent long term exposure of containers to outside weather conditions. Liquid chemicals will require placement inside a dyked area. The Department also requires that before initial start up, copies of Material Safety Data Sheets (MSDS) of any chemical that will be used are provided to the Department. If any change in the chemicals to be used occurs, the Department is to be notified and the appropriate MSDS sheets provided.
10 - 7 - If a chemical spill does occur the Department is to be notified immediately. Clean up procedures are to be as per recommended guidelines for the particular chemical spilled, unless otherwise directed by the Department. 2.5 DISPOSAL OF WASTE: Any waste other than hardened concrete and settled fines is to be disposed in an approved waste disposal site. This includes any lunch wastes, maintenance wastes, empty containers, and oil contaminated soil that may occur on site. If these wastes are not regularly collected and disposed of properly, an operator may be charged under the Waste Material (Disposal) Act. Waste fines from rock washing and hardened concrete may be disposed of on site provided the following guidelines are followed. 1) Settling pond fines are placed in a recessed area or shallow hole and covered with courser material to prevent dust due to wind erosion. 2) Hardened waste concrete may be used as a fill material off site.
11 EVENTUAL SITE CLOSURE: Once an operator wishes to leave or close out an operating site, the Department will expect that site to be rehabilitated to a condition as good or better than which it was found. Some items in particular that will be checked on are: 1) Removal of all structures and equipment from the site. 2) Settling ponds are to be filled to grade. 3) All waste is to be disposed of at an authorized waste disposal site. 4) Fuel storage tanks are to be removed from the site. 5) All slopes are to be graded to 20 o or less. 6) Organic soil is to be spread over the area. 7) The site is to be vegetated. 2.7 EFFLUENT DISCHARGE: A properly designed and constructed concrete batch plant and/or rock washing operation should have no discharge of a liquid effluent. However, if for whatever reason circumstances do arise that necessitate the discharging of effluent the following criteria and procedures are to be met. The criteria in the Environmental Control (Water and Sewer) Regulations have to be met before discharging any effluent. The most significant of these criteria for a concrete batch plant and/or rock washing operation are the requirements for total suspended solids and ph which are: Total Suspended Solids # 30.0 milligrams per litre (mg/l) 5.5 # ph # 9.0
12 - 9 - If the effluent to be discharged meets all levels described in the Water and Sewer Regulations, it may be discharged into a body of water such as a stream or pond provided the water body is not part of a protected watershed. The effluent may be pumped onto the ground or other surface leading to a water body but it must meet the criteria of the Water and Sewer Regulations and it must not cause erosion of that surface or pick up solids from that surface that may cause it to have a total suspended solids content greater than 30 mg/l. It is preferable that an effluent meeting the required criteria be discharged into a recessed area of the operation's site and be allowed to evaporate or seep into the ground. If this method is used, it must be done in a controlled fashion in order to prevent overflow and/or erosion. It is not permissable to allow discharging effluent of any sort to freely run over the ground or overflow containment ponds. Discharging of effluent onto vegetated or other inappropriate areas will be viewed as intentional flooding and subject to action by this Department.
13 SECTION 3 ENVIRONMENTAL CONCERNS AND REQUIRED PRACTICE PARTICULAR TO CONCRETE BATCH PLANTS (READY MIX PLANTS) A concrete batch plant which is operated prudently with regard to the environment can have little negative impact on the environment. However, careless attention to the detail of simple activities such as the washing out of cement trucks will damage our environment and subject the operation to legal prosecution. Once an operation has established all equipment and devices necessary to minimize impact on the environment, all that remains is for the people that carry out the day to day activities to do them in such a way that the site is kept clean and tidy and the equipment and facilities provided are maintained and used properly. 3.0 WASHING OF CEMENT TRUCKS: The effluent created through the washing out of cement trucks is typically high in ph and highly silted or has a high suspended solids content. This effluent, if allowed to discharge freely onto the soil will immediately kill vegetation and contaminate ground water. If it is allowed to find its way into water bodies such as ponds and streams, life in the water including fish will perish. To prevent such occurrences, the Department requires that any cement truck washing will be done as described below: 1) Other than the rinsing of the chute, before any washing is carried out, the cement truck must return to the site of the concrete batch plant. Any truck that is discovered
14 washing into a storm sewer, ditch, brook or pond is subject to prosecution under the Environmental Control (Water & Sewer) Regulations. 2) The rinsing of the chute may be carried out at the delivery site but care and caution must be taken before any concrete is rinsed from a chute at the delivery site. It is permissable to rinse onto the ground or soil but under no circumstances into a pond or stream or onto a surface that leads directly to a water body, such as a storm sewer. 3) The concrete batch plant operator must construct a containment pond into which all truck washing is to be done. This pond would be about 40 feet by 15 ft and no more than 3 ft deep. The material used to form the bottom and sides of the pond may be either, a clay like soil that is compacted prior to any washing of trucks into the pond or a man made material that would line and seal the pond. Department approval must be obtained before installing a man made or synthetic liner. The pond should be constructed on higher ground and not be allowed to have water exit freely or have any sort of stream or brook running into or out of the pond, that is to say that the pond is to be self contained with no inlets or outlets and with no possibility of surface drainage going into it. 4) Any trucks returning with unused concrete must dispose of this concrete into an area able to contain it while still in liquid form before the trucks can be washed. Once the concrete has hardened it may be used as fill material. Liquid concrete is not permitted to run freely over the ground. 5) Once all concrete has been removed from the truck, the truck may be brought over to the containment pond where washing can take place. Any water that is used to wash the truck must be directed into the pond. Operators are encouraged to reuse the water from the pond to wash cement trucks.
15 - 12-6) If for any reason the water level in the pond reaches a height that necessitates discharge, the effluent must meet the criteria described in section 2.7 before it would be permitted to be discharged directly or indirectly into a storm sewer, body of water or onto the ground.
16 SECTION 4 ENVIRONMENTAL CONCERNS AND REQUIRED PRACTICE PARTICULAR TO ROCK WASHING OPERATIONS Similar to a concrete batch plant, a rock washing operation which is operated prudently can have little negative impact on the environment. However, an irresponsible or careless operator will cause pollution to be released into the environment and attract the attention of legal authorities. It is important to have the necessary equipment and facilities provided but it is equally important that the people operating and maintaining the operation realize the significance that their day to day activities have on the environment. 4.0 WASHING OF AGGREGATE AND ASSOCIATED SETTLING PONDS The primary environmental concerns of a rock washing operation include the possibility of highly silted water (water high in suspended solids) being discharged into the environment and the unnecessary pollution of water by only using water, to wash rock, a single time. To address these concerns all rock washing operations are required to use a closed settling pond system. Any water used to wash rock must not be allowed to flow freely into the environment. A system of settling ponds is required to contain and treat the silted water. An acceptable settling pond system (see figures 1 & 2) consists of at least two adjacent settling ponds. The size of the settling will depend on the flow rate and the settling rate of the solids washed off the rock. Settling ponds must also be constructed with enough capacity to prevent overflow into the surrounding countryside and provide sufficient settling to provide water clean enough for recirculation. A properly engineered settling system would include at least two settling ponds set up in such a way that the discharge from the rock washing enters the first or primary settling pond where initial
17 settling occurs. Overflow from the primary settling pond is directed into the second or secondary settling pond where final settling may occur. At the end farthest away from the end where water enters the secondary pond, a pump intake is installed which takes water back to wash new rock. The size of ponds needed to provide water sufficient for recirculation can be determined once data is obtained indicating the degree of silt in the water that can be tolerated in order to reuse it to wash new rock, the required flow rate of water over the rock being washed and the settling rate of the silt being washed off the rock. Settling time may be increased by the addition of extra settling ponds. To increase the rate of settling of the silt a flocculant may be used. However, caution must be taken whenever the use of chemical additives is considered. Specific approval from this Department is required before a flocculant can be used to aid in settling. Settling ponds are also required to be constructed in such a way that water will not be allowed to quickly seep out into the ground. The ponds must be sufficiently tight to contain water long enough for solids to settle out and water to be reused. To provide for this a clay like soil may need to be spread and compacted in each pond. Once the ponds are put into use, the settling silt will serve to seal the ponds. Man made or synthetic liners may also be used to line the ponds but the liner must be approved by the Department. The settling ponds must also be placed and/or constructed in such a way that any surface drainage does not find its way into the settling ponds. This may require placing the ponds at the highest elevation on site and/or constructing a berm or bank around the ponds to prevent natural drainage from entering the ponds. Water in the settling ponds must not be allowed to overflow or discharge freely into the environment. To prevent overflows and to maintain operating efficiency, the settling ponds will periodically need to have the fines or settled silt removed. Depending upon the rate of usage and size, this could be as often as daily. If at any time the water level in the ponds is such that water will have to be discharged, the requirements of the Environmental Control (Water and Sewer)
18 Regulations would have to met. Section 2.7 describes the requirements and procedures for discharging any effluent. Before starting to wash rock, the settling ponds may need to have water supplied from a pond or stream until there is enough waste to start washing with recirculated water. All rock washing must be done using a recirculating closed system. The Department will not tolerate the washing of rock with water from a stream or pond which is only used once and allowed to flow into the environment or to a single or multiple holding ponds without being recirculated. Once enough water has been provided to start recirculation the only fresh water that may be added is to make up for that lost through evaporation and/or seepage.
19 - 16 -
20 - 17 -
Temporary Batch Plants
Categories EC SE TC WE NS WM Erosion Control Sediment Control Tracking Control Wind Erosion Control Non-Stormwater Management Control Waste Management and Materials Pollution Control Legend: Primary Category
Concrete Waste Management
Categories EC SE TC WE NS WM Erosion Control Sediment Control Tracking Control Wind Erosion Control Non-Stormwater Management Control Waste Management and Materials Pollution Control Legend: Primary Category
Florida Department of Environmental Protection
Florida Department of Environmental Protection Background Mobile vehicle and equipment washing involves washing at a location where vehicles are based (such as a trucking company, warehouse, bus station,
Sustainable Resource Management Ltd
6.0 Predicted nvironmental Impacts 6. Stages and Impacts Considered An nvironmental Impact Analysis has been carried out whereby all the possible environmental, socio economic and health & safety aspects
Waste Handling & Disposal
Objectives Cover Contain Educate Reduce/Minimize Product Substitution Description Improper storage and handling of solid wastes can allow toxic compounds, oils and greases, heavy metals, nutrients, suspended
City of Paso Robles Community Development Department Construction Site Storm Water Quality Requirements
City of Paso Robles Community Development Department Construction Site Storm Water Quality Requirements Overview of the City s Construction Storm Water Program The City of Paso Robles is committed to protecting
Civil Engineering Sector Labour-Management Health and Safety Committee
PROCEDURE FOR THE STORAGE AND HANDLING OF FUEL ON CONSTRUCTION SITES Civil Engineering Sector Labour-Management Health and Safety Committee July 2008 PROCEDURE FOR THE STORAGE AND HANDLING OF FUEL ON CONSTRUCTION
IAC 7/2/08 Agriculture and Land Stewardship[21] Ch 44, p.1
IAC 7/2/08 Agriculture and Land Stewardship[21] Ch 44, p.1 CHAPTER 44 ON-SITE CONTAINMENT OF PESTICIDES, FERTILIZERS AND SOIL CONDITIONERS [Prior to 7/27/88, see 21 Ch 9] PESTICIDES 21 44.1(206) Definitions.
UDOT SPILL PREVENTION and RESPONSE PLAN for CONSTRUCTION SITES
UDOT SPILL PREVENTION and RESPONSE PLAN for CONSTRUCTION SITES February 2014 The plan contained in the following pages was developed in part from UDOT Construction Division s Safety and Health Manual,
City of Shelbyville Site Inspection Checklist
City of Shelbyville Site Inspection Checklist General Information Project Name: KYR10 Permit Number: Date: Project Location: Contractor: Conractor Representative: Inspector's Name: Title: Signature : Weather
ALLEGANY WIND POWER PROJECT CONSTRUCTION SPILL PREVENTION PLAN
ALLEGANY WIND POWER PROJECT CONSTRUCTION SPILL PREVENTION PLAN Best Management Practices (BMPs) will be implemented during construction of the Allegany Wind Power Project to prevent and contain spills.
Storm Water Management Requirements for Construction Projects Less than One Acre
Storm Water Management Requirements for Construction Projects Less than One Acre Purpose: UC Irvine s Phase II Small MS4 Storm Water Permit requires construction projects less than one acre in size to
Indiana State Department of Health Construction Guidelines for Gravity and Flood-Dose Trench Onsite Systems
Indiana State Department of Health Construction Guidelines for Gravity and Flood-Dose Trench Onsite Systems The septic tank-absorption field sewage treatment system is composed of two major elements; the
Source Water Protection Practices Bulletin Managing Sanitary Sewer Overflows and Combined Sewer Overflows to Prevent Contamination of Drinking Water
United States Office of Water EPA 916-F-01-032 Environmental Protection (4606) July 2001 Agency Source Water Protection Practices Bulletin Managing Sanitary Sewer Overflows and Combined Sewer Overflows
Applicable Rules - Air 30 TAC 116.110 Permits All facilities must be authorized by a permit, a standard permit, or a permit by rule. Small mixers unde
Concrete Batch Plant Investigations 1 Applicable Rules - Air 30 TAC 116.110 Permits All facilities must be authorized by a permit, a standard permit, or a permit by rule. Small mixers under 5 ft 3 are
SPILL PREVENTION PLAN
SPILL PREVENTION PLAN ASPHALT BATCH PLANT NIRB FILE # 15XN046 Presented to NIRB September 2015 TABLE OF CONTENTS PAGE 1. SPILL CONTROL PLAN... 1 1.1 RESPONSE EQUIPMENT... 1 1.2 GENERAL PROCEDURES IN CASE
City of Beaumont, Texas Grading Permit Information
General Information City of Beaumont, Texas Grading Permit Information The permit application shall be signed by the property owner (or lessee) or his authorized representative and by the contractor (if
DIRECTIVE 055: STORAGE REQUIREMENTS FOR THE UPSTREAM PETROLEUM INDUSTRY. August 2012
DIRECTIVE 055: STORAGE REQUIREMENTS FOR THE UPSTREAM PETROLEUM INDUSTRY August 2012 SECTION 2 The storage requirements in Directive 055 apply to upstream petroleum facilities, well sites, and pipelines
Scheduling Maintenance for Infiltration Basins and Trenches
Visual Inspection for Infiltration Practices Visual inspection is a rapid assessment procedure for qualitatively evaluating the functionality of a stormwater best management practice (BMP). Visual inspections
Storm Drain Inlet Protection
Objectives EC Erosion Control SE Sediment Control TR Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Objective
Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can
Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can do his or her share to protect Ohio's water resources
Emergency Spillways (Sediment basins)
Emergency Spillways (Sediment basins) DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short-Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] [1]
UNIVERSITY OF WISCONSIN MADISON
UNIVERSITY OF WISCONSIN MADISON Contractor Spill Contingency Plan (while working on campus) Departments of: Environment, Health & Safety Physical Plant Table of Contents Spill Contingency Plan Most Common
LIQUID WASTE TREATMENT FACILITY MENDIS ROAD, HUDSON CREEK DRAFT GUIDELINES FOR A PUBLIC ENVIRONMENTAL REPORT
LIQUID WASTE TREATMENT FACILITY MENDIS ROAD, HUDSON CREEK DRAFT GUIDELINES FOR A PUBLIC ENVIRONMENTAL REPORT Introduction The purpose of this Public Environmental Report (PER) is to provide the Government
COLORADO DEPARTMENT OF TRANSPORTATION STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION
COLORADO DEPARTMENT OF TRANSPORTATION STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION (1) Project Name: (2) Project Contractor: (3) Erosion Control Supervisor/SWMP Administrator: (4) CDOT Project
Proposed Terms of Reference for EIA studies
1 Proposed Terms of Reference for EIA studies Base line data collection will be collected for the Post-Monsoon season 2016 (September to November 2016) in study area and 10 kms radius from project site.
Activity Yes No N/A Notes
CE 2020 (Rev. 12/11) Page 1 of 5 PROJECT NAME AND SITE ADDRESS: CONTRACT NUMBER: ORACLE NUMBER: WDID NUMBER: CONTRACTOR NAME AND ADDRESS: PROJECT SITE RISK LEVEL: Risk Level 1 Risk Level 2 Risk Level 3
Storm Drain Inlet Protection
Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Category
Table 4.9 Storm Drain Inlet Protetion Applicable for
BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection
INFORMATION SHEET ORDER NO. R5-2011-XXXX TRIANGLE ROCK PRODUCTS, INC. FLORIN ROAD AGGREGATE PLANT SACRAMENTO COUNTY
ORDER NO. R5-2011-XXXX INFORMATION SHEET Background Triangle Rock, Inc. (Discharger) submitted a Report of Waste Discharge (RWD) on 23 August 2010. The Discharger is expanding the mining operations at
16. Storm water drainage
16. Storm water drainage There are three principal ways to dispose of rainwater from roofs, courtyards and paved areas: storm water sewers, soakaways and collection in storage tanks. Storm water sewers,
Protect Your Home From Flooding. A guide for Lethbridge Residents
Protect Your Home From Flooding A guide for Lethbridge Residents Every year, millions of litres of water flow into the City of Lethbridge s stormwater and wastewater collection systems from residential
K A N S A S DEPARTMENT OF HEALTH AND ENVIRONMENT PERMIT APPLICATION FOR A RECLAMATION FACILITY. 1. Applicant's Name
K A N S A S DEPARTMENT OF HEALTH AND ENVIRONMENT PERMIT APPLICATION FOR A RECLAMATION FACILITY 1. Applicant's Name Address (Street or Rural Route) (City & State) (Zip) Person to contact Title Phone Fax
Improper storage of potential pollutants will increase the risk of water pollution that may occur because of spills.
WQ-3 Best Management Practice (BMP) Water Quality Protection Guideline Secondary Containment Design and Operation Standards Section 1. Introduction According to the EPA, the majority of water pollution
A GROUNDWATER PROTECTION PLAN FOR HOME HEATING OIL TANKS
A GROUNDWATER PROTECTION PLAN FOR HOME HEATING OIL TANKS What is a groundwater protection plan? A groundwater protection plan identifies the activities being conducted that can pollute groundwater and
Pollution Prevention Opportunities for Concrete Batch Plants
Pollution Prevention Opportunities for Concrete Batch Plants This checklist is a guide for concrete batch plant owners and operators to assist in establishing waste reduction opportunities. Concrete batch
Extraction Oil and Gas, LLC. Diamond Valley Central Oil Terminal Waste Management Plan
Extraction Oil and Gas, LLC. Diamond Valley Central Oil Terminal Waste Management Plan Scope: This Extraction Oil and Gas Waste Management Plan has been prepared to provide operations personnel at the
Pollution Incident Response Plan
Pollution Incident Response Plan Introduction Schmidt Quarries is committed to ensuring all aspects of our quarrying activities comply with the environmental legislative requirements in NSW. This Pollution
On Site Sewage System Maintenance Inspections. March 2011. Building and Development Branch Ministry of Municipal Affairs and Housing
On Site Sewage System Maintenance Inspections March 2011 Building and Development Branch Ministry of Municipal Affairs and Housing Introduction The Building Code Act, 1992 and Building Code (Ontario Regulation
Septic Systems and Their Maintenance
Septic Systems and Their Maintenance Why Use a Septic System? Septic systems are used when sewage treatment plants are not accessible. They safely treat and dispose of wastewaters produced in the bathroom,
SE-10 STORM DRAIN INLET PROTECTION. Objectives
STORM DRAIN INLET PROTECTION SE-10 Objectives Erosion Control - EC Sediment Control - SE Tracking Control - TC Wind Erosion Control - WE Non-Storm Water Management - NS Waste and Materials Management -
Preventing Storm Water Pollution: What We Can Do
Preventing Storm Water Pollution: What We Can Do ~Employee Training Series~ Streets and Drainage Maintenance PREPARED IN COOPERATION WITH THE Texas Commission on Environmental Quality AND U.S. ENVIRONMENTAL
Spill Prevention, Control & Cleanup SC-11
Objectives Cover Contain Educate Reduce/Minimize Product Substitution Description Spills and leaks, if not properly controlled, can adversely impact the storm drain system and receiving waters. Due to
Package Treatment Plant Policy and Procedure
Package Treatment Plant Policy and Procedure PURPOSE There has been increased interest in the use of package treatment plants for new development proposals in the County. Current review procedures are
Pollution Control NEW! NEW! Stormwater Attenuation Systems Sustainable Urban Drainage Solutions for Domestic & Commercial Applications. klargester.
Pollution Control NEW! NEW! Stormwater Attenuation Systems Sustainable Urban Drainage Solutions for Domestic & Commercial Applications klargester.com Stormwater Attenuation Systems Sustainable Urban Drainage
WHAT YOU NEED TO KNOW ABOUT LIVING NEAR INDIANA COAL MINES
WHAT YOU NEED TO KNOW ABOUT LIVING NEAR INDIANA COAL MINES Who Should Read This Guide? Home Buyers/Owners Lending Institutions Landowners Developers Local Officials Construction Design Realtors Companies
Minimizes sediment and debris from entering storm drains that lead to waterways and watercourses.
4.5-p DRAIN INLET PROTECTION Alternative Names: DI protection, Drop Inlet Protection DESCRIPTION Storm drain inlet (DI) protection slows and ponds stormwater, and filters sediment and debris before it
UltraTech International, Inc. Canadian Secondary Containment Requirements
UltraTech International, Inc. 11542 Davis Creek Court Jacksonville, Florida 32256 Canadian Secondary Containment Requirements The Canadian Council of Ministers of the Environment (CCME) is the major intergovernmental
Improper storage of fuel on construction sites will increase the risk of water pollution that may occur as a result of leaks or spills.
WQ-10 Best Management Practice (BMP) Water Quality Protection Guideline Secondary Containment Design Standards Fuel Storage on Construction Sites According to the EPA, the majority of water pollution in
Specifications for Residential Property Owners Connection to New Public Sewer
Specifications for Residential Property Owners Connection to New Public Sewer Spalding Tract property owners are required to connect to the community sewer system when construction is complete and the
DRAFT Guidelines for Manually Diverting Outdoor Wastewater to the Sanitary Sewer
Only RAIN down the Storm Drain... DRAFT Guidelines for Manually Diverting Outdoor Wastewater to the Sanitary Sewer This publication applies to you if: You generate wastewater outdoors, and The wastewater
Environmental Site Inspection Checklist
Note : This form is designed for general use and may not be exhaustive. Modifications and additions may be necessary to suit individual projects and to address specific environmental issues and associated
SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN
SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN XXXX FARM (CITY OR COUNTY), MICHIGAN CONTACT (NAME), OWNER CERTIFICATION: I hereby certify that I have examined the facility, and being familiar with the
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN TEMPLATE
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN TEMPLATE The following template may be used as a general guide for development of a Stormwater Pollution Prevention Plan (SWPPP) for construction activities.
CHAPTER 11 STORM DRAINAGE
CHAPTER STORM DRAINAGE SECTION PC 0 GENERAL 0. Scope. The provisions of this chapter shall govern the materials, design, construction and installation of storm drainage. Storm water discharge shall be
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS Phase I MS4 permits require continuous updating of the stormwater system inventory owned and operated by the MS4. They also include inspection
Good Housekeeping Practices for DPW/Fleet Maintenance Facilities
Good Housekeeping Practices for DPW/Fleet Maintenance Facilities Kevin P. Walker C&S Engineers, Inc. Best Management Practices Best Management Practices (BMPs) are measures and/or controls used to prevent
DIRECT TRANSFER COAL FACILITY SPILL RESPONSE PLAN
DIRECT TRANSFER COAL FACILITY SPILL RESPONSE PLAN Last revised June 5th, 2015 Page 1 of 13 Table of Contents 1. PURPOSE... 2 2. ROLES AND RESPONSIBILITIES... 2 3. SAFETY... 2 4. COAL SPILLS... 3 4.1. COAL
Twenty-four contracting services environmental claim scenarios you may not have thought about.
Environmental DIVISION Twenty-four contracting services environmental claim scenarios you may not have thought about. Contracting Services Environmental Liability Policy Great American Insurance Group
Outlet stabilization structure
Overview of Sedimentation and Erosion Control Practices Practice no. 6.41 Outlet stabilization structure Erosion at the outlet of channels, culverts, and other structures is common, and can cause structural
Environmental Construction Operations Plan (ECO Plan) Framework
ALBERTA INFRASTRUCTURE AND TRANSPORTATION Environmental Construction Operations Plan (ECO Plan) Framework COPYRIGHT, MAY 2005 THE CROWN IN RIGHT OF THE PROVINCE OF ALBERTA, AS REPRESENTED BY THE MINISTER
Compost-Based Stormwater Best Management Practices Using Compost to Improve Stormwater Management and Erosion Control On Roadsides
Compost-Based Stormwater Best Management Practices Using Compost to Improve Stormwater Management and Erosion Control On Roadsides Chris Newman US EPA Region 5 Chicago, IL Compost-Based BMPs Compost-based
Guidance on applying for approval of installation of a commercial onsite wastewater system
Guidance on applying for approval of installation of a commercial onsite wastewater system This factsheet is designed to assist you to complete an Application to construct or install an apparatus for the
City of Green Bay Department of Public Works Engineering Department
City of Green Bay Department of Public Works Engineering Department The Difference Between Sanitary & Storm Sewers Contact Information: Department of Public Works City Hall 100 North Jefferson Street,
ACTIVITY NAME. Training Requirements for Spill Prevention Control and Countermeasures (SPCC) 40 CFR Part 112 Naval Air Station Corpus Christi Texas
ACTIVITY NAME Training Requirements for Spill Prevention Control and Countermeasures (SPCC) 40 CFR Part 112 Naval Air Station Corpus Christi Texas CY 2014 BOTTOM LINE UP FRONT To prevent oil discharges
SEPTIC TANKS FOR THE COLLECTION & SETTLEMENT OF DOMESTIC SEWAGE
SEPTIC TANKS FOR THE COLLECTION & SETTLEMENT OF DOMESTIC SEWAGE Let us help! Free professional site visit with friendly support and advice. [email protected] to make the right decision or call
SEPTIC SYSTEMS. 1. Building sewer connects the building plumbing to the septic tank.
SEPTIC SYSTEMS Who Has A Septic System? Approximately 30 percent of Connecticut s population is served by on-site subsurface sewage disposal systems (a.k.a. septic systems). This means a large percentage
MEMORANDUM. Further discussion regarding the Community s solid waste facility is described further in this memorandum.
MEMORANDUM File: Sanikiluaq Improvement of the Existing Wastewater Treatment Facility To: Government of Nunavut Department of Community and Government Services Attention: Mr. Grigor Hope,, Project Officer
History of the SPCC Rule
2010 SPCC Training SPCC Rule History of the SPCC Rule The SPCC plan is a document required under the clean water act (CWA) It became effective in 1972 and has changed little in 32 years. The rule was formally
Definition of Tower from the Bradley County Zoning Resolution
Definition of Tower from the Bradley County Zoning Resolution 43. TOWER. Any outdoor structure designed and constructed to support one (1) or more transmitting or receiving devices for telephone, radio
Riprap-lined Swale (RS)
Riprap-lined Swale (RS) Practice Description A riprap-lined swale is a natural or constructed channel with an erosion-resistant rock lining designed to carry concentrated runoff to a stable outlet. This
MAINTENANCE OF SMALL WATER SUPPLY, SANITATION AND IRRIGATION SCHEMES
MAINTENANCE OF SMALL WATER SUPPLY, SANITATION AND IRRIGATION SCHEMES John van Rijn INDEVELOPMENT MAINTENANCE OF SMALL WATER SUPPLY, SANITATION AND IRRIGATION SCHEMES Any part of this publication may be
Chapter 2 Stormwater Pollution Prevention Plan (SWPPP) for Park Operations
SWPPP for Park Operations 2 Chapter 2 Stormwater Pollution Prevention Plan (SWPPP) for Park Operations Bordered by Lake Washington & Lake Sammamish, the City of Bellevue has more than 60 miles of streams,
CHAPTER 17. Sewers and Sewage
Sec. 17-1. Industrial Wastes in Rivers and Streams; Treatment. Sec. 17-4. Discharging Water or Waste Onto Sidewalks. CHAPTER 17. SEWERS AND SEWAGE ARTICLE 1 GENERALLY Sec. 17-1. Industrial Wastes in Rivers
STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION
STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION Design Criteria Drainage Area The drainage area for storm drain inlets shall not exceed one acre. The crest elevations of these practices shall
Environmental guidelines for preparation of an Environment Management Plan
Environmental guidelines for preparation of an Environment Management Plan Environment Protection Authority MAY 2013 Australian Capital Territory, Canberra 2013 This work is copyright. Apart from any use
STORMWATER POLLUTION PREVENTION PLAN TEMPLATE. 1.0 SITE DESCRIPTION 1.1 Project Name and Location Date
STORMWATER POLLUTION PREVENTION PLAN TEMPLATE Disclaimer: This template was developed for guidance purposes only in an effort to assist Construction Storm Water permit applicants in meeting state and local
Q 4/17/13: Thank you for your quick response to our email dated April 10, 2013. In looking over your comments, we have a few clarifying remarks.
Q & A Q 4/10/13: In anticipation of the DEM action plan implementation in the next few days, Citizens Advocating for a Safe Environment (CASE) would like to bring a few concerns to your attention. Some
Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT
WASTEWATER TREATMENT OBJECTIVES
WASTEWATER TREATMENT OBJECTIVES The student will do the following: 1. Define wastewater and list components of wastewater. 2. Describe the function of a wastewater treatment plant. 3. Create a wastewater
STATE OF VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WASTE MANAGEMENT DIVISION SOLID WASTE MANAGEMENT PROGRAM
STATE OF VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WASTE MANAGEMENT DIVISION SOLID WASTE MANAGEMENT PROGRAM Solid Waste Management Program Waste Management Division 103
Pesticide Spills. Chapter 26. In This Chapter. Keywords. Accidents. Pesticides Act and Environmental Protection Act
Chapter 26 Pesticide Spills In This Chapter Keywords Accidents After learning the information in this chapter, you will be able to: 1. Define a spill. 2. Describe when a spill must be reported to the Spills
Understanding and Living With Your Septic System
Chapter 9 Understanding and Living With Your Septic System Rural versus urban sewage treatment One of the big difference between rural and city life is how sewage is dealt with. Cities usually have community
Best Management Practices
for The City of Paso Robles is required to implement a Phase II Municipal Water Program in order to reduce or eliminate the pollutants that enter our waterways from both storm water and non-storm water
PREVENTING GROUNDWATER POLLUTION: SECONDARY CONTAINMENT
PREVENTING GROUNDWATER POLLUTION: SECONDARY CONTAINMENT PREVENTING GROUNDWATER POLLUTION IS EVERYONE S JOB! Even if our drinking water comes from rivers, lakes, or reservoirs, we need to be mindful of
Outdoor Liquid Container Storage
Outdoor Liquid Container Storage SC-31 Objectives Cover Contain Educate Reduce/Minimize Description Accidental releases of materials from above ground liquid storage tanks, drums, and dumpsters present
APPENDIX G Materials Storage and Handling Guidelines
APPENDIX G Materials Storage and Handling Guidelines 1.0 INTRODUCTION Operations at Austin-Bergstrom International Airport (ABIA) comprise several different industrial activities including aircraft, ground
Northeast Tri County Health District
Northeast Tri County Health District Standards and Guidance for Performance, Application, Design, and Operation & Maintenance Holding Tank Sewage System Based on the Washington State DOH of Health Recommended
Spill Prevention, Control and Countermeasure (SPCC) Rule
Spill Prevention, Control and Countermeasure (SPCC) Rule Code of Federal Regulations Title 40 CFR Part 112 Training Guide for Oil and Fuel handlers on Farms 1 Purpose of SPCC Rule To prevent oil discharges
Minnesota Department of Transportation Best Management Practices (BMP) for Concrete Washout May 2009, v5
Best Management Practices (BMP) for Concrete Washout The NPDES permit requires that concrete washout be managed on all construction projects. This document is Mn/DOT s interpretation of MPCA s guidance
Georgia Department of Public Health. Georgia Onsite Sewage Management Systems. Background and Use of Onsite Wastewater Treatment Systems in Georgia
Georgia Department of Public Health Georgia Onsite Sewage Management Systems Background and Use of Onsite Wastewater Treatment Systems in Georgia Background On-site sewage management systems are designed
SITE-SPECIFIC BEST MANAGEMENT PRACTICES (SSBMP) PLAN/STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REVIEW CHECKLIST
This checklist may be used by applicants for encroachment permits, and contractors in development of Site Specific Best Management Practice (SSBMP) Plans or Storm Water Pollution Prevention Plans (SWPPP)
Independent Contractor Policy
Independent Contractor Policy This Policy has been implemented to prevent accidents and personal injuries. It is not intended to be entirely inclusive. It is the responsibility of the Independent Contractor
Contact Person Sarah Morris-Benavides Revision 1.1 Document Plan 10200.037 Effective Date 07/01/2014 Review Date 03/15/2017.
Ames Laboratory Federal SPCC regulations (40 CFR Part 112) were created under the authority of the Clean Water Act. The stated purpose is " to prevent oil discharges from reaching navigable waters of the
STORM DRAIN PIPE MAINTENANCE. a. Develop standard operating procedures for maintaining storm drain pipes.
STORM DRAIN PIPE MAINTENANCE a. Develop standard operating procedures for maintaining storm drain pipes. 2. PROCESS Storm drain pipes are to be maintained per the Storm Water System Maintenance Plan schedule.
DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES. Run-off Analysis Methods
DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES Run-off Analysis Methods This document sets forth the minimum design, technical criteria and specifications for the
MARINA ENVIRONMENTAL MANAGEMENT POLICY
MARINA ENVIRONMENTAL MANAGEMENT POLICY Clean Water & A Clean Environment Are Essential To Good Boating The Abbey Marina Is Committed To Being Environmentally Compatible STATEMENT OF PURPOSE: CLEAN & PROTECT
Storm Drain Inlet Protection - IP
Storm Drain Inlet Protection - IP DEFINITION A temporary protective device formed around a storm drain drop inlet to trap sediment. PURPOSE To prevent sediment from entering storm drainage systems, prior
Understanding Septic Tank Systems
Understanding Septic Tank Systems Sewage and effluent can contain a variety of human disease-causing microorganisms and parasites. Disease can be spread to humans from this material by direct contact or
Swamp Area Passive Treatment System Kettle Creek Watershed, Clinton County, PA
Swamp AMD Chemistry Swamp Area Passive Treatment System Kettle Creek Watershed, Clinton County, PA A Technical Report for Trout Unlimited and the Kettle Creek Watershed Association Prepared by Hedin Environmental
