Industrial Stormwater Monitoring and Sampling Guide
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Map Plan and Report for Proposed Sewer District
MAP, PLAN AND REPORT SEWER DISTRICT FORMATION SCHOHARIE BUSINESS PARK TOWN OF SCHOHARIE, NEW YORK MARCH 11, 2020 197 ELM STREET PO BOX 610 COBLESKILL, NEW YORK 12043 TABLE OF CONTENTS 1 Introduction 1 2 Wastewater System History 1 3 Existing Conditions 1 4 Evaluation of Facilities 5 5 Proposed Sewer District Options 7 6 Conclusion and Recommendations 8 APPENDICES A Schoharie Business Park Mapping B NYSDEC Correspondence C Existing Sewer System Schematic D Water Production Data E Existing SPDES Permit F Mapping of Sewer District Options G Proposed Improvements H User Cost Calculations I Proposed Sewer District Map and Description Page 1 1 INTRODUCTION The Schoharie Business Park (SBP) consists of 13 tax parcels as indicated on the mapping in Appendix A. The Business Park is currently served by private water and sewer systems and a private road network. Recently, NYSDEC has urged the Town to consider forming a Sewer District so that certain administrative and ownership issues related to the sewer system can be addressed. While the water system and the road network also have some technical issues that need attention, the scope of this Map, Plan and Report (MPR) only includes the Sewer System. 2 WASTEWATER SYSTEM HISTORY The wastewater system for the Schoharie Business Park was issued a discharge permit from NYSDEC in March of 2001. In 2002, Schoharie Park Sewage Works, Inc. was formed to operate the wastewater system under the NYS Transportation Corporation Law. In 2017, when many properties within the Schoharie Business Park were sold, Schoharie Park Sewage Works, Inc. was dissolved. This has left two options for the proper administration of the sewer system: 1) the current owner of the Schoharie Business Park (7 Summits, LLC) can form a new Transportation Corporation or 2) the Town of Schoharie can form a Sewer District. -
Infiltration/Inflow Task Force Report
INFILTRATION/INFLOW TASK FORCE REPORT A GUIDANCE DOCUMENT FOR MWRA MEMBER SEWER COMMUNITIES AND REGIONAL STAKEHOLDERS MARCH 2001 INFILTRATION/INFLOW TASK FORCE REPORT A GUIDANCE DOCUMENT FOR MWRA MEMBER SEWER COMMUNITIES AND REGIONAL STAKEHOLDERS MARCH 2001 Executive Summary This report is the product of the Infiltration/Inflow (I/I) Task Force. It has been developed through the cooperative efforts of the 43 Massachusetts Water Resources Authority (MWRA) member sewer communities, MWRA Advisory Board, The Wastewater Advisory Committee (WAC) to the MWRA, Charles River Watershed Association (CRWA), Fore River Watershed Association (FRWA), Mystic River Watershed Association (MRWA), Neponset River Watershed Association (NRWA), South Shore Chamber of Commerce (SSCC), Massachusetts Department of Environmental Protection (DEP), United States Environmental Protection Agency (EPA), and MWRA. The I/I Task Force recommends implementation of the regional I/I reduction goals and implementation strategies detailed in this report. The report outlines a regional I/I reduction plan with appropriate burdens and benefits for stakeholders. The report is intended to be a guidance document for use by local sewer communities, as well as other regional stakeholders, who may tailor appropriate aspects of the report recommendations to their unique situations. Severe storms in October 1996 and June 1998 led to the unusual circumstance of numerous sanitary sewer overflows (SSOs) from local and MWRA collection systems. In the aftermath of these events, EPA and DEP began an aggressive effort to make MWRA regulate flows from community sewer systems. MWRA recommended cooperative efforts by local collection system operators, as well as regulators and environmental advocates, would be more effective than a prescriptive, enforcement based approach. -
General Permit for Storm Water Discharges Associated with Industrial Activity Table of Contents
NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY TABLE OF CONTENTS 1. Coverage under this Permit. 5 1.1 Eligibility. 5 1.1.1 Facilities Covered. 5 1.1.2 Allowable Stormwater Discharges. 5 1.1.3 Allowable Non-Stormwater Discharges . 6 1.1.4 Limitations on Coverage. 8 1.1.4.1 Discharges Mixed with Non-Stormwater. 8 1.1.4.2 Stormwater Discharges Associated with Construction Activity. 8 1.1.4.3 Discharges Currently or Previously Covered by Another Permit. 8 1.1.4.4 Stormwater Discharges Subject to Effluent Limitations Guidelines. 8 1.1.4.5 Consistency with Municipal Separate Storm Sewer Systems (MS4). 8 1.1.4.6 [Reserved] 9 1.1.4.7 New Discharges to Water Quality Impaired Waters. 9 1.1.4.8 New Discharges to Waters Designated as ONRW for Antidegradation Purposes. 9 1.2 Permit Compliance. 9 1.3 Authorization under this Permit. 9 1.3.1 How to Obtain Authorization. 10 1.3.2 Continuation of this Permit. 12 1.4 Terminating Coverage. 12 1.4.1 Submitting a Notice of Termination. 12 1.4.2 When to Submit a Notice of Termination. 12 1.5 Conditional Exclusion for No Exposure. 13 1.6 Alternative Permits. 13 1.6.1 Department Requiring Coverage under an Alternative Permit. 13 1.6.2 Permittee Requesting Coverage under an Alternative Permit. 14 1.7 Severability. 14 2. Control Measures and Effluent Limits. 14 2.1 Control Measures. 15 2.1.1 Control Measure Selection and Design Considerations 15 2.1.2 Non-Numeric Technology-Based Effluent Limits (BPT/BAT/BCT). -
Recommended Standards for Wastewater Facilities
RECOMMENDED STANDARDS for WASTEWATER FACILITIES POLICIES FOR THE DESIGN, REVIEW, AND APPROVAL OF PLANS AND SPECIFICATIONS FOR WASTEWATER COLLECTION AND TREATMENT FACILITIES 2014 EDITION A REPORT OF THE WASTEWATER COMMITTEE OF THE GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF STATE AND PROVINCIAL PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS MEMBER STATES AND PROVINCE ILLINOIS NEW YORK INDIANA OHIO IOWA ONTARIO MICHIGAN PENNSYLVANIA MINNESOTA WISCONSIN MISSOURI PUBLISHED BY: Health Research, Inc., Health Education Services Division P.O. Box 7126 Albany, N.Y. 12224 Phone: (518) 439-7286 Visit Our Web Site http://www.healthresearch.org/store/ten-state-standards Copyright © 2014 by the Great Lakes - Upper Mississippi River Board of State and Provincial Public Health and Environmental Managers This document, or portions thereof, may be reproduced without permission if credit is given to the Board and to this publication as a source. ii TABLE OF CONTENTS CHAPTER PAGE FOREWORD ..................................................................................................................................... v 10 ENGINEERING REPORTS AND FACILITY PLANS 10. General ............................................................................................................................. 10-1 11. Engineering Report Or Facility Plan ................................................................................ 10-1 12. Pre-Design Meeting ....................................................................................................... 10-12 -
Design Standards for Stormwater Detention and Retention for Pima County
Pima County Regional Flood Control District Design Standards for Stormwater Detention and Retention Supplement to Title 16, Chapter 16.48, Runoff Detention Systems Floodplain and Erosion Hazard Management Ordinance Pima County Regional Flood Control District 97 E. Congress St., 3rd Floor Tucson, AZ 85701-1791 (520) 724 -4600 June 2014 _________________ Design Standards for Stormwater Detention and Retention for Pima County REVISIONS Because of ongoing regulatory and technical changes in the fields of floodplain and stormwater management, revisions to this manual will be required from time to time. Such revisions will be approved by the Floodplain Administrator. Hard copy (printed) revisions will not be distributed. It is the holder’s responsibility to keep the document current by periodically checking the Regional Flood Control District’s web page for new digital versions. The revision history of the document is listed below. Chronology of Publication, Updates and Revisions Description Date First Edition June 2014 Chapter 6 Revised to Include Benefits of February 2015 Multiple-Use Basins I _________________ Design Standards for Stormwater Detention and Retention for Pima County TABLE OF CONTENTS No. Description Page No. 1. INTRODUCTION ................................................................................................. 1 1.1 Purpose ......................................................................................................................1 1.2 Ordinance Overview and Detention Requirements ..................................................2 -
An Analysis of CO2-Driven Cold-Water Geysers in Green River, Utah and Chimayo, New Mexico Zachary T
University of Wisconsin Milwaukee UWM Digital Commons Theses and Dissertations December 2014 An Analysis of CO2-driven Cold-water Geysers in Green River, Utah and Chimayo, New Mexico Zachary T. Watson University of Wisconsin-Milwaukee Follow this and additional works at: https://dc.uwm.edu/etd Part of the Geology Commons, and the Hydrology Commons Recommended Citation Watson, Zachary T., "An Analysis of CO2-driven Cold-water Geysers in Green River, Utah and Chimayo, New Mexico" (2014). Theses and Dissertations. 603. https://dc.uwm.edu/etd/603 This Thesis is brought to you for free and open access by UWM Digital Commons. It has been accepted for inclusion in Theses and Dissertations by an authorized administrator of UWM Digital Commons. For more information, please contact [email protected]. AN ANALYSIS OF CO 2-DRIVEN COLD-WATER GEYSERS IN GREEN RIVER, UTAH AND CHIMAYO, NEW MEXICO by Zach Watson A Thesis Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Science Geosciences at The University of Wisconsin-Milwaukee December 2014 ABSTRACT AN ANALYSIS OF CO 2-DRIVEN COLD-WATER GEYSERS IN UTAH AND NEW MEXICO by Zach Watson The University of Wisconsin-Milwaukee, 2014 Under the Supervision of Professor Dr. Weon Shik Han The eruption periodicity, CO 2 bubble volume fraction, eruption velocity, flash depth and mass emission of CO 2 were determined from multiple wellbore CO 2-driven cold-water geysers (Crystal and Tenmile geysers, in Utah and Chimayó geyser in New Mexico). Utilizing a suite of temporal water sample datasets from multiple field trips to Crystal geyser, systematic and repeated trends in effluent water chemistry have been revealed. -
Industrial Stormwater Best Management Practices Manual
Surface Water Management Industrial Stormwater Best Management Practices Manual By: Dennis Jurries, PE Krista Ratliff February 2013 Water Quality Division Surface Water Section 811 SW 6th Avenue Portland, OR 97204 Phone: (503) 229-5696 (800) 452-4011 Fax: (503) 229-6762 Contact: Erich Brandstetter www.oregon.gov/DEQ DEQ is a leader in restor- ing, maintaining and en- hancing the quality of Oregon’s air, land and water. Last Updated: 2/13/2013 This report prepared by: Oregon Department of Environmental Quality 811 SW 6th Avenue Portland, OR 97204 1-800-452-4011 www.oregon.gov/deq Contact: Dennis Jurries (503) 229-5937 Alternative formats (Braille, large type) of this document can be made available. Contact DEQ’s Office of Communications & Outreach, Portland, at (503) 229-5696, or toll-free in Oregon at 1-800-452-4011, ext. 5696. Oregon Department of Environmental Quality ii Industrial Stormwater Best Management Practices Table of Contents Executive Summary .........................................................................................................................1 Introduction ......................................................................................................................................2 Best Management Practices .............................................................................................................4 BMP 1 Coolant/Oil Recovery .....................................................................................................4 BMP 2 Weld Fume Control ........................................................................................................6 -
Introduction to the National Pretreatment Program Revised, 2011
Disclaimer DISCLAIMER The discussion in this document is intended solely as a summary of existing guidance. This document is not a regulation, nor does it substitute for any requirements under the Clean Water Act (CWA) or U.S. Environmental Protection Agency’s (EPA’s) regulations. Thus, it does not impose legally binding requirements on EPA, states, municipalities, or the regulated community. The general descriptions provided in this document might not apply to a particular situation based on the circumstances. This document does not confer legal rights or impose legal obligations on any member of the public. Among other things, the document describes existing requirements with respect to industrial dischargers and publicly owned treatment works (POTWs) under the CWA and its implementing regulations at Title 40 of the Code of Federal Regulations, Parts 122, 123, 124, and 403 and chapter I, subchapter N. Although EPA has made every effort to ensure the accuracy of the discussion in this document, a discharger’s obligations are determined, in the case of directly discharging POTWs, by the terms of its National Pollutant Discharge Elimination System permit and EPA’s regulations or, in the case of indirect dischargers, by permits or equivalent control mechanisms issued to POTW industrial users or by regulatory requirements. Nothing in this document changes any statutory or regulatory requirement. If a conflict arises between this document’s content and any permit or regulation, the permit or regulation would be controlling. EPA and local decision makers retain the discretion to adopt approaches on a case- by-case basis that differ from those described in this document where appropriate and authorized by EPA regulations, state law, or local ordinances. -
Want to Participate?
The City of Grass Valley Public Works Department operates the City’s wastewater To read the City’s new Discharge Permit: treatment plant that provides sewer service www.cityofgrassvalley.com to 12,100 residents and 1,700 businesses To read the City’s current Industrial (including industries). Pretreatment Program Ordinance: www.cityofgrassvalley.com then to On average, the City discharges 2,100,000 Municipal Code Chapter 13.20 gallons per day of treated wastewater effluent to Wolf Creek. To read about Federal pretreatment program requirements: The City’s wastewater treatment system www.epa.gov/epahome/cfr40 then to consists of many processes. 40 CFR Part 403 All wastewater first To read about new water quality standards: goes through the www.swrcb.ca.gov/rwqcb5 (Water Quality Wastewater from homes and businesses travels in primary treatment Goals) the City’s sewer system to the wastewater treat- process, which involves www.swrcb.ca.gov/ (State Implementation ment plant (WWTP). After treatment, the effluent screening and settling out large Policy) is discharged to Wolf Creek via a cascade aerator particles. www.swrcb.ca.gov/ (California Toxics Rule) (shown below). The effluent must meet water quality standards that protect public health and Wastewater then To read about National Pollution Discharge the environment. moves on to the Elimination System (NPDES) permits secondary treatment http://www.epa.gov/npdes/pubs/ process, in which organic 101pape.pdf matter is removed by allowing bacteria to To learn more about wastewater treatment break down the plants: www.wef.org/wefstudents/ pollutants. gowithflow/index.htm The City also puts the wastewater through Want to Participate? advanced treatment (filtration) to further The City has formed a Pretreatment Sewer remove particulate Advisory Committee to assist and enhance matter. -
Class 14: Basic Hydrograph Analysis Class 14: Hydrograph Analysis
Engineering Hydrology Class 14: Basic Hydrograph Analysis Class 14: Hydrograph Analysis Learning Topics and Goals: Objectives 1. Explain how hydrographs relate to hyetographs Hydrograph 2. Create DRO (direct runoff) hydrographs by separating baseflow Description 3. Relate runoff volume to watershed area and create UH (next time) Unit Hydrographs Separating Baseflow DRO Hydrographs Ocean Class 14: Hydrograph Analysis Learning Gross rainfall = depression storage + Objectives evaporation + infiltration Hydrograph + surface runoff Description Unit Hydrographs Separating Baseflow Rainfall excess = (gross rainfall – abstractions) DRO = Direct Runoff = DRO Hydrographs = net rainfall with the primary abstraction being infiltration (i.e., assuming depression storage is small and evaporation can be neglected) Class 14: Hydrograph Hydrograph Defined Analysis Learning • a hydrograph is a plot of the Objectives variation of discharge with Hydrograph Description respect to time (it can also be Unit the variation of stage or other Hydrographs water property with respect to Separating time) Baseflow DRO • determining the amount of Hydrographs infiltration versus the amount of runoff is critical for hydrograph interpretation Class 14: Hydrograph Meteorological Factors Analysis Learning • Rainfall intensity and pattern Objectives • Areal distribution of rainfall Hydrograph • Size and duration of the storm event Description Unit Physiographic Factors Hydrographs Separating • Size and shape of the drainage area Baseflow • Slope of the land surface and channel -
River Dynamics 101 - Fact Sheet River Management Program Vermont Agency of Natural Resources
River Dynamics 101 - Fact Sheet River Management Program Vermont Agency of Natural Resources Overview In the discussion of river, or fluvial systems, and the strategies that may be used in the management of fluvial systems, it is important to have a basic understanding of the fundamental principals of how river systems work. This fact sheet will illustrate how sediment moves in the river, and the general response of the fluvial system when changes are imposed on or occur in the watershed, river channel, and the sediment supply. The Working River The complex river network that is an integral component of Vermont’s landscape is created as water flows from higher to lower elevations. There is an inherent supply of potential energy in the river systems created by the change in elevation between the beginning and ending points of the river or within any discrete stream reach. This potential energy is expressed in a variety of ways as the river moves through and shapes the landscape, developing a complex fluvial network, with a variety of channel and valley forms and associated aquatic and riparian habitats. Excess energy is dissipated in many ways: contact with vegetation along the banks, in turbulence at steps and riffles in the river profiles, in erosion at meander bends, in irregularities, or roughness of the channel bed and banks, and in sediment, ice and debris transport (Kondolf, 2002). Sediment Production, Transport, and Storage in the Working River Sediment production is influenced by many factors, including soil type, vegetation type and coverage, land use, climate, and weathering/erosion rates. -
PFAS in Influent, Effluent, and Residuals of Wastewater Treatment Plants (Wwtps) in Michigan
Evaluation of PFAS in Influent, Effluent, and Residuals of Wastewater Treatment Plants (WWTPs) in Michigan Prepared in association with Project Number: 60588767 Michigan Department of Environment, Great Lakes, and Energy April 2021 Evaluation of PFAS in Influent, Effluent, and Residuals of Project number: 60588767 Wastewater Treatment Plants (WWTPs) in Michigan Prepared for: Michigan Department of Environment, Great Lakes, and Energy Water Resources Division Stephanie Kammer Constitution Hall, 1st Floor, South Tower 525 West Allegan Street P.O. Box 30242 Lansing, MI 48909 Prepared by: Dorin Bogdan, Ph.D. Environmental Engineer, Michigan E-mail: [email protected] AECOM 3950 Sparks Drive Southeast Grand Rapids, MI 49546 aecom.com Prepared in association with: Stephanie Kammer, Jon Russell, Michael Person, Sydney Ruhala, Sarah Campbell, Carla Davidson, Anne Tavalire, Charlie Hill, Cindy Sneller, and Thomas Berdinski. Michigan Department of Environment, Great Lakes, and Energy Water Resources Division Constitution Hall 525 West Allegan P.O. Box 30473 Lansing, MI 48909 Prepared for: Michigan Department of Environment, Great Lakes, and Energy AECOM Evaluation of PFAS in Influent, Effluent, and Residuals of Project number: 60588767 Wastewater Treatment Plants (WWTPs) in Michigan Table of Contents 1. Introduction ......................................................................................................................................... 1 2. Background ........................................................................................................................................