The Faust Corporation has always held safety, quality and environmental impact as its first concern in the designing and construction of projects.

Size: px
Start display at page:

Download "The Faust Corporation has always held safety, quality and environmental impact as its first concern in the designing and construction of projects."

Transcription

1 The Faust Corporation is a full service Marine Construction company providing dredging services to our private and public sector clients. Our services range from simple dredging projects providing additional draft in small marinas and harbors to conceptual design and implementation of multi million dollar restoration of contaminated sediments in lakes, streams and rivers. Our projects have ranged from repairing buoys for the US Coast Guard to design and implementation of the St. Lawrence River Remediation Project for the EPA in Massena, New York. The majority of our projects have been located in the Great Lakes Region, but we are able to perform work along the Mississippi River, East Coast, Florida and Louisiana. We have all types of marine construction equipment available for bare or fully found charter. Our list of equipment includes tugs, barges, dredging equipment, backhoes, derricks, pile driving equipment, compressors and generators. We design and build all phases of marine construction, from both land and water. We are proud of our long history of developing new and innovative solutions to marine construction problems. The Faust Corporation has always held safety, quality and environmental impact as its first concern in the designing and construction of projects. The Faust Corporation is a marine and dredging construction company actively involved in environmental cleanup. We have successfully completed environmental clean-up projects for the EPA in several locations throughout Michigan and New York. The Faust Corporation is known for its highly innovative and cost effective approaches on difficult construction sites. Our expertise and years of experience as well as our honest and straightforward approach to business make Faust Corporation the type of construction team you want working on your project FAUST CORPORATION IS A CERTIFIED WOMAN OWNED BUSINESS

2 The Faust Corporation is a full service Marine Construction company providing dredging services to our private and public sector clients. Our services range from simple dredging projects providing additional draft in small marinas and harbors to conceptual design and implementation of multi million dollar restoration of contaminated sediments in lakes, streams and rivers. WHITE LAKE MICHIGAN With our fleet of multiple crane barges, tugs and sediment scows Faust Corporation can rapidly mobilize to a project site and is capable of working on multiple projects. With our ability to respond quickly Faust Corporation has deployed dredging crews to perform emergency dredging services in both the Rouge River and Old Rouge River in response to bank failures that effectively closed the river channels to navigation. ROUGE RIVER EMERGENCY SERVICES ST LAWRENCE RIVER MASSENA NY F a u s t C o r p o r a t i o n p r o v i d e s b o t h ENVIRONMENTAL and NAVIGATIONAL dredging services and can assist with the design, permitting, sediment characterization, implementation and disposal needs of our clients TRENTON CHANNEL DETROIT RIVER

3 Faust Corporation is a leader i n the En v ir o nm en tal Dredging industry. Our Engineering and Science staff have designed, implemented and completed numerous environmental projects. Faust Corporation has successfully completed projects requiring the removal of PCBs, Heavy Metals (including Mercury) PAHs an d oil l ad en sediments. These projects are completed well within the time and budget constraints of the project requirements. Our fleet of derrick barges, excavators, survey boats and equipment allow us to rapidly deploy and effectively perform dredging operations. Faust Corporation designed and built special sediment containment scows equipped with filter pens to allow interstitial water to drain from sediments reducing the cost of water treatment facilities at the unloading site. COMPLETED PROJECTS To the right is a partial list of Environmental Dredging Projects that Faust Corporation has successfully completed. Individual project details follow. RIVERVIEW SEDIMENT REMEDIATION PROJECT ST. LAWRENCE RIVER SEDIMENT REMEDIATION RETENTION BASIN CLEANOUT ECORSE MICHIGAN WHITE LAKE SEDIMENT REMEDIATION

4 OWNER ENGINEER DREDGING CONTRACTOR BASF MIKE DELACY CH2M HILL FAUST CORPORATION MARC FAUST CONTRACT DETAILS DURATION 6 MONTHS SCOPE OF WORK Prepare Dredge Material Offloading Area Install Sheet Pile Deflection Wall Install Silt Curtain Turbidity Control System Install Turbidity Monitoring System Removal of Oversized Debris Removal of 30,000 Yards Contaminated Sediments Shoreline Excavation for Slope Stability Install and Operate Turbidity Monitoring Stations PROJECT OVERVIEW Faust Corporation was contracted to remove approximately 30,000 cubic yards of contaminated sediments from the Trenton Channel of the Detroit River at Riverview, Michigan. The project included removal of oversized construction debris that had been deposited along the shoreline. Turbidity containment was required to prevent the downstream movement of re-suspended sediments from the dredging operation. Due to the flow velocities a sheet pile flow deflection wall was installed at the upper end of the project site to protect the silt curtain containment system. Monitoring of turbidity levels outside the dredge area was conducted to ensure that re-suspended material was not being transported downstream. UNIQUE SOLUTIONS Oversized Debris: The water front had been previously expanded by disposal of construction debris along the shoreline. In part of the dredging area the debris was large and posed a problem for the operator trying to grab the large pieces. To solve the problem a Side Scan Sonar unit was installed on the barge and the data from the unit was sent directly to the operator s view screen in Clam Vision. The operator could then see the location and orientation of large debris allowing the operator to precisely grab the object with as little disturbance of the surrounding material as possible. Turbidity Monitoring: Turbidity Monitoring outside the dredge area was required to ensure that re-suspended sediments from dredging were not being transported downstream. To ensure that dredging operations were not exceeding the required action levels, real time turbidity monitoring was performed and the data were transmitted to the dredge and field office to alert the dredge operator and field supervision of any possible measurements that exceed the action levels set for the project. Turbidity reading outside the dredge area did not exceed the turbidity action levels set for the project.

5 OWNER ENGINEER DREDGING CONTRACTOR CONTRACT DETAILS DURATION SCOPE OF WORK REYNOLDS ALUMINUN ALCOA - MASSENA NY METCALF & EDDY BILL PRIORE FAUST CORPORATION MARC FAUST 8 MONTHS Install Sheet Pile to Enclose Dredge Area Install Silt Curtains to segregate Hot Areas Install Air Curtain Gates Construct Offloading Dock Dredge Contaminated Sediments Transport Sediments To Off Loading Dock Design & Install Barge Dewatering System PROJECT OVERVIEW A portion of the shoreline and river adjacent to Reynolds Aluminum (now Alcoa) was contaminated with high levels of PCBs and PAHs. Faust Corporation was contracted as the Prime Dredging Contractor as part of the sediment remediation project. To prevent possible downstream transportation of resuspended sediment the entire dredge area was enclosed within a steel sheet pile wall. The dredge area was divided into areas of high and low PCB concentrations. The high concentration areas were enclosed with silt curtains and air curtain gates were installed to allow for the movement of marine equipment. Sediments were removed from the river using an environmental level cut clamshell bucket, placed into sediment scows and transported to the unloading dock. At this point the material was loaded into trucks and hauled to the dewatering/stabilization area before transport to the disposal facility. UNIQUE SOLUTIONS To minimize the amount of water reaching the dock a filter pen system was developed that allowed water to drain from the sediments within the sediment scow and drain through a filter system back into the dredge area. This significantly reduces the amount of Portland required to stabilize the material for shipment.

6 OWNER ENGINEER DREDGING U. S. Steel NICK DERNICK OVERSIGHT URS FAUST CORPORATION MARC FAUST CONTRACT DETAILS DURATION 3 MONTHS SCOPE OF WORK Conduct Hydrographic Survey within Sediment Basins Collect Sediment Characterization Samples Determine Volume of Sediment within Basin Dredge Sediment from Basins Transport Sediment to USACE Rouge River CDF Facility PROJECT OVERVIEW The U. S. Steel Facility in Ecorse, Michigan has three decommissioned sediment retention basins that were constructed adjacent to the facility on the banks of the Detroit River. Material remaining in the basins was a thick oily sludge that had accumulated over several years of previous use. The oils from the sludge were found to be leaking from the basins and entering the Detroit River. U. S. Steel contracted with Faust Corporation to characterize the material for disposal, determine the volume of oily sediment within each basin and remove the material using mechanical dredging methods. We were required to enclose each basin with a silt curtain with oil containment curtains and absorbent oil booms inside the curtains. The sediment was removed using barge mounted crane equipped with a clamshell bucket. The material was removed from the basins and loaded directly into sediment scows for transportation downriver to the disposal facility at the western end of Lake Erie. UNIQUE SOLUTIONS To prevent potential contamination of the river with dredged sediments a drip pan system was developed to capture any sediment that spilled from the clam shell bucket as it was swung to the scow. The system consisted of two large splash pans that would capture any spilled material and redirect it either back into the basin or into the sediment scows.

7 OWNER ENGINEER DREDGING Occidental Chemical EARTH TECH INC MIKE CHASE FAUST CORPORATION MARC FAUST CONTRACT DETAILS DURATION 6 MONTHS PROJECT OVERVIEW Removal of approximately 15,000 cubic yards of lake sediments contaminated with PCB s, asbestos, lead and chromium. The project area was situated in a portion of White Lake with water depths ranging from 40 to 55 feet. Approximately one third of the PCB contaminated material had concentrations greater then 50 mg/kg and the asbestos was present in levels that required special attention. The PCB material was layered or sandwich between other layers of non PCB material. The sediment was mechanically dredged and transported by barge to an unloading site. The material was unloaded and placed directly into trucks for transportation to a blending / homogenizer process and then pumped into geotubes for dewatering and later disposal. The project was completed in a safe manner with no incidents, on time and under budget. UNIQUE SOLUTIONS Faust Corporation provided an innovative design build proposal that allowed for precise (surgical) removal of the contaminated material while segregating the PCB material from the remainder of the sediments removed. In addition to segregating the PCB material from the non TSCA material the PCB contaminated material was effectively separated into material with concentrations greater the 50 mg/kg and material with concentrations less than 50 mg/ kg.

8 Faust Corporation is equipped to provide state of the art NAVIGATIONAL DREDGING services to our public and private sector clients. With our fleet of derrick barges, sediment transport scows, tugs, survey boats and equipment, and pump off barge we are able to provide reliable, cost effective dredging services. EMERGENCY DREDGING ROUGE RIVER Faust Corporation is capable of conducting hydrographic surveys to more efficiently design the dredging needs of our clients. U S COAST GUARD PORT HURON MI To ensure dredging accuracy all dredges are equipped with a Global Positioning System (GPS) and dredging activities are tracked in real time using Clam Vision dredging tracking software. CURRENT PROJECTS FY09 Maintenance Dredging Point Lookout Harbor Au Gres River, Michigan Client: U. S. Army Corps of Engineers Detroit Faust Corporation has been awarded the navigational dredging of the Au Gres River and Point Lookout Harbor as part of the U. S. Army Corps of Engineers Maintenance Dredging Program/ This project will be completed during the summer of 2010 and involves the removal, transportation and disposal of 15,000 +/- cubic yards of sediments and the removal of vegetation from the west and east breakwaters. FAUST CORP PUMP OFF BARGE COMPLETED PROJECTS PORT HURON COAT GUARD SEVERSTAL NA GREAT LAKES PETROLEUM ROUGE RIVER FACILITY MARATHON BULK TRANSFER FACILITY - ROUGE RIVER FAUST PUMP OFF DISCHARGE

9 OWNER DREDGING CONTRACTOR Great Lakes Petroleum FAUST CORPORATION MARC FAUST CONTRACT DETAILS DURATION 3 WEEKS SCOPE OF WORK Conduct Pre-Dredge hydrographic survey Remove sediments to -20 LWD Transport Sediment to Rouge River CDF Pump sediment to required disposal site. Conduct Post-Dredge hydrographic survey ROUGE RIVER FACILITY, MICHIGAN PROJECT OVERVIEW Great Lakes Petroleum contracted Faust Corporation to perform navigational dredging at the facility docks on the Rouge River in Dearborn, Michigan. The dock had been out of service for several years and a pre-dredge survey indicated that several feet of silt had accumulated reducing the available draft for freighters. To increase the load potential for freighters a dredging program was designed to remove sediment to a depth of 20 feet below (-20) the Low Water Datum (LWD). Based on pre-dredge data approximately 5600 cubic yards of material had accumulated. The permit issued to Great Lakes Petroleum allowed for the removal of 4500 cubic yards of material requiring modification of the dredge plans. The decision was made to shorten the dredge area by approximately 100 feet to remain within the volume restrictions of the permit. UNIQUE SOLUTIONS / PROBLEMS During the dredging operations two unexpected conditions were encountered. First there was a large amount of debris in the sediment. The debris ranged in character from large broken wood piles to large cement and brick and mortar rubble. In addition a large amount of structural lumber was uncovered. Based on the position of the broken wood piles and other factors this debris is believed to be the remnants of an old dock that had been removed in the past and most of the debris deposited in the water. Second the western third (downstream) of the dredge area had apparently never been dredge in the past. Only a couple of feet of soft silty material, typical of siltation of a period of time, were encountered. The bulk of the material was native clay. This forced a change in dredging operations requiring the use a smaller, toothed digging bucket that was capable of digging the hard clay. Additionally this clay could not be unloaded by pumping and had to be unloaded into trucks and transported to the disposal area.

10 OWNER ENGINEER DREDGING CONTRACTOR SeverStal NA FAUST CORPORATION FAUST CORPORATION- MARC FAUST CONTRACT DETAILS DURATION 2 MONTHS SCOPE OF WORK Conduct Pre Dredge Survey Determine Required Dredge Volume Dredge Sediments Transport Sediments to Rouge River CDF Conduct Post Dredge Survey Install silt curtains and oil booms PROJECT OVERVIEW Faust Corporation was contracted by SeverStal NA to perform navigational dredging operations at the Rouge River Plant. The SeverStal NA boat slip had silted in requiring freighters to light load in order to enter the slip increasing shipping costs. Dredge operations removed sediment increasing the water depth to the same level as the approach up the Rouge River. This enabled the freighters to increase load capacities thus reducing shipping costs. In addition to dredging in the slip a dock face located in the Rouge River Turning basis was also dredged to allow freighters dock access for loading material to be transported away. UNIQUE SOLUTIONS The docks were operational during dredging activities and Faust Corporation was required to work around the shipping schedule to prevent production delays. Daily the silt curtains and oil booms had to be opened at the end of the shift to allow freighter traffic access to the dock.

11 Faust Corporation is experienced in providing a wide range of Environmental Services to our clients. Our Engineering and Science staff is well experienced in the design and implementation of complex Environmental Restoration Projects. WHITE LAKE MICHIGAN Faust Corporation is e x p e r i e n c e d i n c o l l e c t i o n a n d characterization of LAKE LANSING DRIM REMOVAL sediment samples for disposal and dredging design criterion. With our environmental project experience we can help our clients design and implement their projects in compliance with current regulations. We can assist our clients with bench scale studies to evaluate the best alternatives for the solidification and stabilization of materials for transport. INSTRUMENT INSTALLATION ENIRONMENTAL CLAMSHELL OUR ENVIRONMENTAL PROJECT EXPERIENCE INCLUDES: REMOVAL OF SEDIMENTS CONTAMINATED WITH PCBS, PAH, HEAVY METALS, OIL & SLUDGE. LOCATION AND REMOVAL OF CHEMICAL DRUMS FROM SUB AQUEOUS ENVIRONMENTS. CHARACTERIZATION, REMOVAL, STABILIZATION AND DISPOSAL OF CONTAMINATED SEDIMENTS FROM INDUSTRIAL WWTP SETTLING PONDS. INSTALLATION OF PNEUMATIC CONTAINMENT SYSTEMS. FAUST CORPORATION COMPLETED ENVIRONMENTAL PROJECTS BASF RIVERVIEW SEDIMENT REMEDIATION LAKE LANSING DRUM RECOVERY & DISPOSAL SPRINGWELLS SEAWALL DESIGN / BUILD ST. LAWRENCE RIVER SEDIMENT REMEDIATION WHITE LAKE SEDIMENT RESTORATION Our dredges and excavators are equipped with GPS and all dredging and excavation activities can be recorded electronically allowing Faust Corporation to provide our clients with concise d o c u m e n t a t i o n showing that projects goals were DREDGE DATA REPRESENTATION met.

12 OWNER ENGINEER CONTRACTOR Economic Growth Corporation City of Detroit WILL TAMMINGA HNTB FAUST CORPORATION MARC FAUST CONTRACT DETAILS DURATION 9 MONTHS SCOPE OF WORK This was a design/build project. Faust Corporation designed and constructed approximately 1425 lineal feet of seawall along the Detroit River s edge. On completion of the project the seawall had to be capable of accommodating dockage of great lakes freighters. PROJECT OVERVIEW The construction of this project was at the Old Coke Plant. The soils were contaminated and had to remain on site. Existing seawalls and a water intake structure were removed to allow for the installation of 90 foot long sheets with a tie-back system 110 feet back. An H-Pile concrete relieving platform was installed behind the seawall to allow for the placement and storage of 14,000 ton stone stockpiles. 100 Ton bollards and high strength plastic fenders were installed. Over 50,000 cubic yards of material was excavated, handled and reinstalled. UNIQUE SOLUTIONS While construction operations were proceeding, Faust Corporation had to employ unique scheduling and sequencing to allow for onsite construction of a cement storage facility and the continual operation of a barge transport terminal. We designed and employed a unique H-Pile tieback system to allow for the installation of a Ship Unloader within ten feet of our seawall.

13 IF YOU HAVE ANY QUESTIONS ABOUT OUR SERVICES OR WISH TO INQUIRE ABOUT OUR EQUIPMENT RENTAL PLEASE FEEL FREE TO USE ANY OF THE METHODS LISTED BELOW. TELEPHONE FAX POSTAL ADDRESS GREATER MACK AVENUE SUITE 203 ST. CLAIR SHORES, MICHIGAN ELECTRONIC MAIL: OR FILL OUT AND SUBMIT THE WEB FORM FOUND ON OUR WEBSITE

14

15

16

10 Mile Drain Remediation

10 Mile Drain Remediation 10 Mile Drain Remediation Summary of the Clean-up efforts for the 10 Mile Drain and Lange Street canals Anthony V. Marrocco Macomb County Public Works Commissioner Completed Activities EPA s removal action

More information

The Buffalo River Restoration Project Frequently Asked Questions

The Buffalo River Restoration Project Frequently Asked Questions The Buffalo River Restoration Project Frequently Asked Questions The Buffalo River Restoration Partnership is a public-private collaborative effort to clean up sediment in the Buffalo River. Although discharges

More information

Potential Dredged Material Storage Facilities and Their Impact on Public Processing Facility Economic Modeling Summary Report

Potential Dredged Material Storage Facilities and Their Impact on Public Processing Facility Economic Modeling Summary Report Port of New York and New Jersey Feasibility Analysis for a Dredged Material Public Processing Facility Potential Dredged Material Storage Facilities and Their Impact on Public Processing Facility Economic

More information

MLD: Domestic Maritime Transport Project

MLD: Domestic Maritime Transport Project Environmental Monitoring Report Project Number: 37265 December 2010 MLD: Prepared by Japan Port Consultants Co., Ltd. Malé, Maldives For Ministry of Finance and Treasury Ministry of Transport and Communication

More information

Appendix VIII: Spill Prevention, Control and Countermeasure (SPCC) Plans

Appendix VIII: Spill Prevention, Control and Countermeasure (SPCC) Plans Appendix VIII: Spill Prevention, Control and Countermeasure (SPCC) Plans Background What is a Spill Prevention, Control and Countermeasure (SPCC) Plan? An SPCC plan is a written document that describes

More information

Cuyahoga County s Clean Ohio Revitalization Fund Round 5 Application Great Lakes Shipyard Expansion Project Attachment A1 Application Summary Document

Cuyahoga County s Clean Ohio Revitalization Fund Round 5 Application Great Lakes Shipyard Expansion Project Attachment A1 Application Summary Document Cuyahoga County s Clean Ohio Revitalization Fund Round 5 Application Great Lakes Shipyard Expansion Project Attachment A1 Application Summary Document A1-1 ATTACHMENT A1 Great Lakes Shipyard Expansion

More information

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1

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

More information

Facing an Uncertain Future: Increasing Resilience at Marinas and Harbors. Recreational Boating Educational Conference December 11, 2014

Facing an Uncertain Future: Increasing Resilience at Marinas and Harbors. Recreational Boating Educational Conference December 11, 2014 Facing an Uncertain Future: Increasing Resilience at Marinas and Harbors Recreational Boating Educational Conference December 11, 2014 Operators Face Change and Challenges Environmental Conditions Fluctuating

More information

HARBOR INFRASTRUCTURE INVENTORIES Port Austin Harbor, Michigan

HARBOR INFRASTRUCTURE INVENTORIES Port Austin Harbor, Michigan HARBOR INFRASTRUCTURE INVENTORIES Port Austin Harbor, Michigan Harbor Location: Port Austin Harbor is located at the tip of the thumb of Michigan, about 80 miles northeast of Saginaw, MI Authority: Rivers

More information

Civil Engineering Sector Labour-Management Health and Safety Committee

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

More information

Florida Department of Environmental Protection

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,

More information

Chapter 2 Stormwater Pollution Prevention Plan (SWPPP) for Park Operations

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,

More information

History of the SPCC Rule

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

More information

ALLEGANY WIND POWER PROJECT CONSTRUCTION SPILL PREVENTION PLAN

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.

More information

Outlet stabilization structure

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

More information

Compliance Guidance for Motor Vehicle Waste Disposal Wells in Oregon September 2015

Compliance Guidance for Motor Vehicle Waste Disposal Wells in Oregon September 2015 Compliance Guidance for Motor Vehicle Waste Disposal Wells in Oregon September 2015 Underground Injection Control Program 700 NE Multnomah Street Suite 600 Portland, OR 97232 Phone: 503-229-6371 800-452-4011

More information

SECTION 104 PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION

SECTION 104 PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION SECTION 104 PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION 104-1 Description. Provide erosion control measures on the project and in areas outside the right-of-way where work is accomplished

More information

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 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

More information

Sediment Management Standards Cleanup Action Decision: Duwamish/Diagonal CSO/SD

Sediment Management Standards Cleanup Action Decision: Duwamish/Diagonal CSO/SD FINAL Sediment Management Standards Cleanup Action Decision: Duwamish/Diagonal CSO/SD July 25, 2002 Prepared by Washington State Department of Ecology Northwest Regional Office, Toxics Cleanup Program

More information

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 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

More information

Waste Handling & Disposal

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

More information

DIRECT TRANSFER COAL FACILITY SPILL RESPONSE PLAN

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

More information

City of Shelbyville Site Inspection Checklist

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

More information

STANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS

STANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS STANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for cleaning and lining existing cast iron and ductile iron water mains

More information

STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION

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

More information

BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet.

BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. BMP-7 BMP: STORM DRAIN INLET PROTECTION Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. To prevent sediment from entering storm drainage systems

More information

SAMPLE FRACTION MITIGATION CONTINGENCY PLAN FOR DIRECTIONAL DRILLING

SAMPLE FRACTION MITIGATION CONTINGENCY PLAN FOR DIRECTIONAL DRILLING SAMPLE FRACTION MITIGATION CONTINGENCY PLAN FOR DIRECTIONAL DRILLING 1 TABLE OF CONTENTS 1.0 Introduction and Purpose 3 2.0 Description of Work 3 3.0 Site Supervisor/Foremen Responsibilities 4 4.0 Equipment

More information

STORMWATER POLLUTION PREVENTION PLAN TEMPLATE. 1.0 SITE DESCRIPTION 1.1 Project Name and Location Date

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

More information

WHO WILL PAY FOR THE PORTLAND HARBOR CLEANUP?

WHO WILL PAY FOR THE PORTLAND HARBOR CLEANUP? WHO WILL PAY FOR THE PORTLAND HARBOR CLEANUP? Presented by Joan P. Snyder 900 SW Fifth Avenue, Suite 2600 Portland, Oregon 97204 (503) 224-3380 jpsnyder@stoel.com 1 Although the Portland Harbor was designated

More information

consulting engineers and scientists

consulting engineers and scientists consulting engineers and scientists Incorporating Sustainable Principles into Cleanups June 2014 Presented by: Rich Truax, PE GEI Consultants, 650 Personnel Nationwide Rich Truax, P.E. Sr. Program Manager

More information

Hurricane Hotwash. Presented by: David W. Mock, P.E. Director S.E. Region, Ports and Maritime Group CH2M HILL. AAPA Cruise Committee

Hurricane Hotwash. Presented by: David W. Mock, P.E. Director S.E. Region, Ports and Maritime Group CH2M HILL. AAPA Cruise Committee Hurricane Hotwash Presented by: David W. Mock, P.E. Director S.E. Region, Ports and Maritime Group CH2M HILL AAPA Cruise Committee February 18, 2005 New Orleans, LA T022005002WPB Tracks of 2004 Storms

More information

SECTION 02100 SITE PREPARATION

SECTION 02100 SITE PREPARATION SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General Conditions and Supplementary Conditions and Division 1 through Division

More information

Activity Yes No N/A Notes

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

More information

Beseck Switching Station Inspection

Beseck Switching Station Inspection Page 1 of 5 Docket No. 272 Development and Management Plan Inspection The Connecticut Light and Power Company Certificate of Environmental Compatibility and Public Need for the construction of a new 345-kV

More information

COLORADO DEPARTMENT OF TRANSPORTATION STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION

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

More information

SECTION 5. Sediment Control Measures

SECTION 5. Sediment Control Measures SECTION 5 Sediment Control Measures 60. STORM DRAIN INLET PROTECTION When Runoff from earth change activities will discharge to a catch basin or storm drain inlet. A newly constructed catch basin or storm

More information

Exhibit A - Scope of Work

Exhibit A - Scope of Work Exhibit A - Scope of Work The Emergency Response and Hazardous Waste Management program responds to both emergency and non-emergency chemical spills, releases of regulated and/or hazardous materials, and

More information

Property Care White Papers. Site Drainage: Monitor and Maintain

Property Care White Papers. Site Drainage: Monitor and Maintain Monitor and Maintain Site Drainage Good site drainage is an important part of keeping water issues from affecting the building. The upkeep of existing systems should be an important part of any maintenance

More information

KAWERAU DISTRICT COUNCIL BUSINESS DISASTER RECOVERY PLAN 2011

KAWERAU DISTRICT COUNCIL BUSINESS DISASTER RECOVERY PLAN 2011 KAWERAU DISTRICT COUNCIL BUSINESS DISASTER RECOVERY PLAN 2011 Kawerau District Council Private Bag 1004 Ranfurly Court KAWERAU 3169 Tel (07) 306 9009 Fax (07) 323 8072 Email kaweraudc@kaweraudc.govt.nz

More information

SPILL CONTAINMENT AND CONTROL PLAN

SPILL CONTAINMENT AND CONTROL PLAN SPILL CONTAINMENT AND CONTROL PLAN PUD NO. 1 TREATMENT PLANT 1257 GLASS ROAD PORT ANGELES, WASHINGTON PUD No. 1 Treatment Plant 2431 East Highway 101 P.O. Box 1090 Port Angeles, WA 98362 Facility Description:

More information

APPENDIX A ALTERNATIVES COST ANALYSIS

APPENDIX A ALTERNATIVES COST ANALYSIS APPENDIX A ALTERNATIVES COST ANALYSIS 1.0 INTRODUCTION This appendix provides the cost detail for the remedial alternatives. The limits of the alternatives are based on the sediment PRG of 13.7 mg/kg TPAHs.

More information

SITE-SPECIFIC BEST MANAGEMENT PRACTICES (SSBMP) PLAN/STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REVIEW CHECKLIST

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)

More information

APPENDIX O. Spill Prevention and Emergency Response Plan. G3 Terminal Vancouver Port Metro Vancouver Project Permit Application APPENDIX O

APPENDIX O. Spill Prevention and Emergency Response Plan. G3 Terminal Vancouver Port Metro Vancouver Project Permit Application APPENDIX O APPENDIX O Spill Prevention and Emergency Response Plan APPENDIX O G3 Terminal Vancouver Port Metro Vancouver Project Permit Application G3 TERMINAL VANCOUVER: PORT METRO VANCOUVER SPILL PREVENTION AND

More information

SEAPRO has both foam filled flotation boom and inflatable boom systems.

SEAPRO has both foam filled flotation boom and inflatable boom systems. BOOMING OPERATIONS SEAPRO Response Operations Manual General Information Booming operations are necessary for the containment and concentration of spilled oil on water. By containing product, potential

More information

SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN

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

More information

Table 4.9 Storm Drain Inlet Protetion Applicable for

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

More information

The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11

The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11 Page 1 of 11 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the excavation of trenches (or excavation of tunnels); the supply and placing of bedding and backfill materials;

More information

Soil Treatment Facility Guidance

Soil Treatment Facility Guidance State of Alaska DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF SPILL PREVENTION AND RESPONSE CONTAMINATED SITES PROGRAM Soil Treatment Facility Guidance November 7, 2002 TABLE OF CONTENTS PURPOSE...1

More information

SECTION 02400 - STORM DRAIN SYSTEM

SECTION 02400 - STORM DRAIN SYSTEM SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And

More information

FINAL PLAN OF REMEDIAL ACTION

FINAL PLAN OF REMEDIAL ACTION FINAL PLAN OF REMEDIAL ACTION 1000 FRENCH STREET SITE Wilmington, Delaware DE 1115 June 1999 Department of Natural Resources and Environmental Control Division of Air and Waste Management Site Investigation

More information

Chapter 10. Hauling Equipment

Chapter 10. Hauling Equipment Chapter 10 Hauling Equipment The most common hauling equipment used for Army construction work are the 5- and 20-ton dump trucks, both of which are organic to most engineer units. Equipment trailers are

More information

US Army Corps of Engineers BUILDING STRONG

US Army Corps of Engineers BUILDING STRONG Fort Worth District Public Meeting 20 August 2013 US Army Corps of Engineers Lewisville Dam - Authorization Authorized by the River and Harbor Act, approved 2 March 1945 (Public Law 14, 79th Congress,

More information

Temporary Batch Plants

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

More information

Introduction to Lockheed West Seattle. Working Together. Site Background. Lockheed West Seattle Superfund Site

Introduction to Lockheed West Seattle. Working Together. Site Background. Lockheed West Seattle Superfund Site Lockheed West Seattle Superfund Site Introduction to Lockheed West Seattle From the later years of World War II through 1987, Lockheed Corporation, a predecessor to Lockheed Martin Corporation, performed

More information

Wyckoff/Eagle Harbor Site Bainbridge Island, Washington

Wyckoff/Eagle Harbor Site Bainbridge Island, Washington Alaska Region 10 Idaho 1200 Sixth Avenue Oregon Seattle WA 98101 Washington Superfund Fact Sheet Wyckoff/Eagle Harbor Site Bainbridge Island, Washington April 1998 Many significant developments have taken

More information

MEMORANDUM. Further discussion regarding the Community s solid waste facility is described further in this memorandum.

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

More information

CONTAINMENT BOOM OBJECTIVE & STRATEGY TACTIC DESCRIPTION. Mechanical Recovery Containment and Recovery

CONTAINMENT BOOM OBJECTIVE & STRATEGY TACTIC DESCRIPTION. Mechanical Recovery Containment and Recovery Mechanical Recovery Containment and Recovery CONTAINMENT BOOM OBJECTIVE STRATEGY ing is a fixed- tactic. The objective is to corral spilled oil on the water, usually near the source, thus minimizing spreading

More information

Site Assessment for the Proposed Coke Point Dredged Material Containment Facility at Sparrows Point

Site Assessment for the Proposed Coke Point Dredged Material Containment Facility at Sparrows Point Site Assessment for the Proposed Coke Point Dredged Material Containment Facility at Sparrows Point Prepared for Maryland Port Administration 2310 Broening Highway Baltimore, MD 21224 (410) 631-1022 Maryland

More information

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 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

More information

Appendix N Framework Spill Prevention, Containment, and Countermeasures Plan Prepared by: Idaho Power Company 1221 W Idaho Street Boise, ID 83702

Appendix N Framework Spill Prevention, Containment, and Countermeasures Plan Prepared by: Idaho Power Company 1221 W Idaho Street Boise, ID 83702 Appendix N Framework Spill Prevention, Containment, and Countermeasures Plan Prepared by: Idaho Power Company 1221 W Idaho Street Boise, ID 83702 November 2011 TABLE OF CONTENTS 1.0 PURPOSE... 1 2.0 RESPONSIBILITY

More information

How To Prevent Over Water Activities

How To Prevent Over Water Activities Objectives Cover Contain Educate Reduce/Minimize Product Substitution Description Over-water activities occur at boat and ship repair yards, marinas, and yacht clubs. The discharge of pollutants to receiving

More information

Emergency Spillways (Sediment basins)

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]

More information

Failing Coastal Wood Infrastructure on the Great Lakes

Failing Coastal Wood Infrastructure on the Great Lakes University of Wisconsin Sea Grant Institute Contact Gene Clark grclark@aqua.wisc.edu 715-392-3246 Failing Coastal Wood Infrastructure on the Great Lakes Gene Clark/UW Sea Grant Institute Introduction Many

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS

San Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS 1103.1 DESCRIPTION: 1. Repair of sanitary sewer lines by replacing short lengths of failed pipe with new pipe. 2. Repair of service laterals located

More information

Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department

Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth

More information

DIRECTIVE 055: STORAGE REQUIREMENTS FOR THE UPSTREAM PETROLEUM INDUSTRY. August 2012

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

More information

Safety Manual Title: Spill Prevention & Response Review Date: 6/1/2014

Safety Manual Title: Spill Prevention & Response Review Date: 6/1/2014 Operation s Purpose The purpose of this plan is to document spill prevention and response requirements. Each Elkhorn Construction, Inc. jobsite will develop a spill prevention and response plan based on

More information

SITE-SPECIFIC BEST MANAGEMENT PRACTICES (BMP) PLAN REVIEW CHECKLIST

SITE-SPECIFIC BEST MANAGEMENT PRACTICES (BMP) PLAN REVIEW CHECKLIST This checklist may be used by applicants for encroachment permits, and contractors in development of Site- Specific BMP Plans for projects. plan reviewers will use this checklist to review the Site-Specific

More information

TRAINING SPCC/SWPP Training UGA. Automotive Center. Campus Transit

TRAINING SPCC/SWPP Training UGA. Automotive Center. Campus Transit SPILL PREVENTION, CONTROL, AND COUNTERMEASURE TRAINING SPCC/SWPP Training UGA STORM WATER Automotive Center POLLUTION Campus Transit PREVENTION PLAN PLAN Goals of SPCC/SWPP Training Introduce facility

More information

COST AND PERFORMANCE REPORT

COST AND PERFORMANCE REPORT COST AND PERFORMANCE REPORT Pump and Treat of Contaminated Groundwater at the United Chrome Superfund Site Corvallis, Oregon September 1998 Prepared by: SITE INFORMATION Identifying Information: United

More information

2010-2011 Contractor of the Year

2010-2011 Contractor of the Year U.S. Army Corps of Engineers: Little Calumet River Stage VII Steel Sheet Piling Installation Hammond, Indiana Thatcher worked two rigs concurrently one on the north side and one on the south. The United

More information

Southeastern New Hampshire Hazardous Materials Response Team

Southeastern New Hampshire Hazardous Materials Response Team Southeastern New Hampshire Hazardous Materials Response Team Boom Deployment Each oil spill presents different challenges depending on the type of oil spilled, the location, weather, time of day, the manpower

More information

Hydrographic and Sediment Surveying

Hydrographic and Sediment Surveying Hydrographic and Sediment Surveying Hydrographic Surveying Invasive Vegetation Mapping Sediment Surveying Land Mapping Sub-Bottom Profiling Bio-Volume Vegetation Mapping Side Scanning Sonar Data Collection

More information

Kurt Wilson Louisiana Dept. of Environmental Quality Business & Community Outreach Division Small Business/Small Community Assistance Program

Kurt Wilson Louisiana Dept. of Environmental Quality Business & Community Outreach Division Small Business/Small Community Assistance Program Kurt Wilson Louisiana Dept. of Environmental Quality Business & Community Outreach Division Small Business/Small Community Assistance Program LDEQ Water Regulations Spill Prevention and Control (SPC) Authorized

More information

PCB Cleanups. Kurt Limesand EPA Region 7 Waste Remediation and Permitting. 5/1/13 U.S. Environmental Protection Agency 1

PCB Cleanups. Kurt Limesand EPA Region 7 Waste Remediation and Permitting. 5/1/13 U.S. Environmental Protection Agency 1 PCB Cleanups Kurt Limesand EPA Region 7 Waste Remediation and Permitting 5/1/13 U.S. Environmental Protection Agency 1 40 CFR Part 761 Polychlorinated Biphenyls (PCBs) Subpart D: Storage and disposal 761.61

More information

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily

More information

Minimizes sediment and debris from entering storm drains that lead to waterways and watercourses.

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

More information

Newport News Shipbuilding Contractor Environmental, Health and Safety Resource Manual Waste Management

Newport News Shipbuilding Contractor Environmental, Health and Safety Resource Manual Waste Management Newport News Shipbuilding Contractor Environmental, Health and Safety Resource Manual Waste Management Newport News Shipbuilding Page 1 WASTE MANAGEMENT 1. Purpose and Scope a. The purpose of this section

More information

Case stories- Utilisation of dredged sludge Pansio / Aurajoki Turku Execution of dredging works

Case stories- Utilisation of dredged sludge Pansio / Aurajoki Turku Execution of dredging works Case stories- Utilisation of dredged sludge Pansio / Aurajoki Turku Execution of dredging works Tapio Leinonen 9.10.2008 1 Presentation content Life-project basic information Targets for the Life project

More information

Excavation Procedure. MIDGA Reviewed: 07/29/14 Effective: 06/20/09 Supersedes: Original Preparer: Owner: Approver: Safety Safety Safety

Excavation Procedure. MIDGA Reviewed: 07/29/14 Effective: 06/20/09 Supersedes: Original Preparer: Owner: Approver: Safety Safety Safety Procedure No.: SOP-0203 Page: 1 of 5 Preparer: Owner: Approver: Safety Safety Safety 1. PURPOSE The purposes of this procedure is to ensure safe excavation, reduce the potential of damaging underground

More information

Underground Storage Tanks

Underground Storage Tanks Underground Storage Tanks An Informational and Guidance Document for the University Community. Please contact Yale Environmental Health and Safety for latest Regulatory Requirements. A typical UST installation

More information

HYDROCARBON SPILLS PROCEDURE SIG-ENV-PR003

HYDROCARBON SPILLS PROCEDURE SIG-ENV-PR003 Page: 1 of 6 PROCEDURE SIG-ENV-PR003 Revision Approved Date Description 1 AV 01/04/99 New EP 2 AV 07/06/00 Revision of EP 3 AV 04/04/03 Revision of EP 4 Stuart Roseby DRAFT 5 Stuart Roseby 25/07/2005 Approved

More information

A perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. or structures.

A perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. or structures. BMP: SUBSURFACE DRAIN Definition A perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. PurRoses 1. To prevent sloping soils from becoming

More information

Makah Tribe January 28, 2010

Makah Tribe January 28, 2010 PROGRESS REPORT ON PROJECT NWIFC 09 EPA PSP 408: -The pollution sources of Cape Flattery: possible interactions between atmosphere, ocean, and local dump (7/1/2009-12/31/2009) By Makah Tribe January 28,

More information

JOINT PERMIT APPLICATION PACKAGE

JOINT PERMIT APPLICATION PACKAGE JOINT PERMIT APPLICATION PACKAGE Delaware City Refining Company LLC Shoreline Stabilization & Restoration Project Date: Prepared For: Delaware City Refining Company LLC 4550 Wrangle Hill Road Delaware

More information

Pollution Incident Response Management Plan

Pollution Incident Response Management Plan Pollution Incident Response Management Plan POLLUTION INCIDENT RESPONSE MANAGEMENT PLAN 1. Introduction This Pollution Incident Response Management Plan (PIRMP) has been prepared to describe the processes

More information

APPENDIX G VOLUME DETERMINATION DRAFT FEASIBILITY STUDY

APPENDIX G VOLUME DETERMINATION DRAFT FEASIBILITY STUDY PORTLAND HARBOR RI/FS APPENDIX G VOLUME DETERMINATION DRAFT FEASIBILITY STUDY DRAFT Prepared for The Prepared by Anchor QEA, LLC TABLE OF CONTENTS TABLE OF CONTENTS... I LIST OF FIGURES... II LIST OF TABLES...

More information

Pervious Pavers. By: Rich Lahren. Hebron Brick & Block Supply

Pervious Pavers. By: Rich Lahren. Hebron Brick & Block Supply Pervious Pavers By: Rich Lahren Hebron Brick & Block Supply Stormwater Management and Control Issues Past emphasis was on flood control Today s emphasis is also on pollution More impermeable areas are

More information

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. 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.

More information

ATTACHMENT 1-9 CHWSF CONTAINER MANAGEMENT

ATTACHMENT 1-9 CHWSF CONTAINER MANAGEMENT 1.0 INTRODUCTION ATTACHMENT 1-9 CHWSF CONTAINER MANAGEMENT 1.1 This Attachment provides information about the management of containers in U.S. Army Dugway Proving Ground s (DPG s) Container Storage Building

More information

How To Safely Handle A Spill

How To Safely Handle A Spill WD DWGB 22 6 2010 Best Management Practices for Fueling and Maintenance of Excavation and Earthmoving Equipment Env Wq 401, Best Management Practices for Groundwater Protection, applies to a variety of

More information

U l t i m a t e e f f i c i e n c y D re D ging

U l t i m a t e e f f i c i e n c y D re D ging 1 Ultimate efficiency Dredging We have a deep attitude. 2 Ultimate efficiency 3 Growth of global population, tourism, transportation of people and goods together with increased awareness of the need to

More information

1.7.0 Floodplain Modification Criteria

1.7.0 Floodplain Modification Criteria 1.7.0 Floodplain Modification Criteria 1.7.1 Introduction These guidelines set out standards for evaluating and processing proposed modifications of the 100- year floodplain with the following objectives:

More information

SURFACE REMEDIATION AND MANAGEMENT OVERVIEW

SURFACE REMEDIATION AND MANAGEMENT OVERVIEW SURFACE REMEDIATION AND MANAGEMENT OVERVIEW Giant Mine Remediation Project Environmental Assessment Public Hearings September 10-14, 2012 Adrian Paradis (AANDC) Mike Nahir (AANDC) Bruce Halbert (Technical

More information

Managing Floor Drains and Flammable Traps

Managing Floor Drains and Flammable Traps Managing Floor Drains and Flammable Traps Contents: Problem... 1 Solution... 2 Maintenance... 2 Waste Management Options... 2 For More Information... 4 BMP Chart... 5 This fact sheet discusses recommended

More information

For an Incidental Oil Spill:

For an Incidental Oil Spill: Table 2 Oil Spill Procedural Checklist In the event of a spill or accidental release of fuel oil or other combustible material on premises, WWU personnel follow the procedural checklist outlined below.

More information

Muddy River Restoration Project Maintenance and Management Oversight Committee 68 Harvard Street Brookline, Massachusetts 02447 www.muddyrivermmoc.

Muddy River Restoration Project Maintenance and Management Oversight Committee 68 Harvard Street Brookline, Massachusetts 02447 www.muddyrivermmoc. Muddy River Restoration Project Maintenance and Management Oversight Committee 68 Harvard Street Brookline, Massachusetts 02447 www.muddyrivermmoc.org FEDERAL FUNDING OF ENVIRONMENTAL RESTORATION IN PHASE

More information

Water Clean- up Crew. Learn about water quality and how to solve different water quality problems. Time Needed 1 hour

Water Clean- up Crew. Learn about water quality and how to solve different water quality problems. Time Needed 1 hour Water Clean- up Crew Learn about water quality and how to solve different water quality problems Time Needed 1 hour Ages 4 th to 6 th Season Any Materials aluminum trays, tape, tin foil, sponges, clay,

More information

National Archives and Record Administration

National Archives and Record Administration National Archives and Record Administration Installation of Self-Closing Flood Barriers and Loading Dock Turntable Removal and Structural Slab Repairs ! 2010 Baltimore Washington Chapter Outstanding Repair

More information

Managing Our Water Retention Systems

Managing Our Water Retention Systems Managing Our Water Retention Systems 29th Annual USSD Conference Nashville, Tennessee, April 20-24, 2009 Hosted by Corps of Engineers On the Cover Wolf Creek Dam is on the Cumberland River in South Central

More information