generic quality assurance project plan for … · complex challenges . . . practical solutions 3701...
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Complex Challenges . . . PRACTICAL SOLUTIONS
3701 Northwest 98th Street, Gainesville, Florida 32606-5004
GENERIC QUALITY ASSURANCE PROJECT PLAN FOR BROWNFIELDS
PHASE II ENVIRONMENTAL SITE ASSESSMENTS
City of Live Oak101 S. E. White Street
Live Oak, Florida 32064EPA Brownfield Cooperative Agreement BF-00D32015
June 2016 ECT No. 150710.00001/0002
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CONTENTS
A.1 TITLE AND APPROVAL PAGE .................................................................................................... i
A2. LIST OF ABBREVIATIONS AND ACRONYMS ..................................................................... iv
A3. DISTRIBUTION LIST ....................................................................................................................... 1
A4. PROJECT /TASK ORGANIZATION .......................................................................................... 2
A5. PROBLEM DEFINITATION/BACKGROUND ....................................................................... 4
A6. PROJECT/TASK DESCRIPTION AND SCHEDULE ............................................................. 4
A7. SPECIAL TRAINING REQUIREMENTS/CERTIFICATIONS ............................................ 4
A8. DOCUMENTS AND RECORDS ................................................................................................... 5
B1. PROJECT/TASK ORGANIZATION ......................................................................................... 10
B2. SAMPLING DESIGN PROCESS ................................................................................................. 10
B2.1 Water Sampling ..................................................................................................................... 10
B2.2 Soil Sampling ......................................................................................................................... 11
B2.3 Equipment Needs ................................................................................................................. 13
B3. SAMPLE HANDLING AND CUSTODY REQUIREMENTS .............................................. 14
B4. ANALYTICAL METHODS AND REQUIREMENTS ............................................................ 14
B5. FIELD QUALITY CONTROL REQUIREMENTS ................................................................. 14
B6. LABORATORY QUALITY CONTROL REQUIREMENTS ................................................ 15
B7. FIELD EQUIPMENT AND CORRECTIVE ACTION .......................................................... 15
B8. LAB EQUIPMENT AND CORRECTIVE ACTION ............................................................... 16
B9. ANALYTICAL SESATIVITY AND PROJECT CRITERIA ................................................... 16
B.10 DATA MANGEMENT AND DOCUMENTS .......................................................................... 16
C.1 ASSESSMENT AND RESPONSE ACTIONS ........................................................................... 19
C.2 PROJECT REPORTS ....................................................................................................................... 19
D.1 FIELD DATA EVALUATION ..................................................................................................... 20
D.2 LABORATORY DATA EVALUATION..................................................................................... 20
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D.3 DATA USABILITY AND PROJECT VERIFICATION .......................................................... 22
REFERENCES ................................................................................................................................................ 24
ATTACHMENTS
A. Quality Assurance Project Organization Chart – Figure 1
B. Project Corrective Action Process Flowchart – Figure 2
C. FDEP Chapter 62-777, F.A.C. Table I, II, and V
D. Palm Beach Laboratory’s Quality Assurance Manual QAM
E. DEP-SOP-001/01
F. Field Data Worksheets
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A2. LIST OF ABBREVIATIONS AND ACRONYMS ASTM American Society for Testing and Materials BSA Brownfields Site Assessment BSRA Brownfields Site Rehabilitation Agreement BTEX Benzene, Toluene, Ethylbenzene, and Total Xylenes CD Compact Disc COC Contaminants of Concern CTL Cleanup Target Levels DEFT Decision Error Feasibility Trials DEP/FDEP Florida Department of Environmental Protection DPT Direct Push Technology DQO Data Quality Objective e.g. exempli gratia – for example ECT Environmental Consulting & Technology, Inc. ESA Environmental Site Assessment ECT Electron Capture Device FID Flame Ionization Detector FL-PRO Florida Petroleum Range Organics GC Gas Chromatography GC-MS Gas Chromatography – Mass Spectrometry GIS Geographic Information Systems GPS Global Positioning Satellite HAZWOPER Hazardous Waste Operations HPLC High Performance Liquid Chromatography ICP Inductively Coupled Plasma ID Identification i.e. id est – that is IUPAC International Union of Pure and Applied Chemistry L Liter LQM Laboratory Quality Manual MDLs Method Detection Limits MIP Membrane Interface Probe mL Milliliter MTBE Methyl tert-butyl ether MW Monitoring Well N/A Not Applicable NELAC National Environmental Laboratory Accreditation Conference OSHA Occupational Safety and Health Administration OVA Organic Vapor Analyzer PAHs Polynuclear Aromatic Hydrocarbons PE Performance Evaluation P.E. Professional Engineer P.G. Professional Geologist
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PQLs Practical Quantitation Limits QA Quality Assurance QAM Quality Assurance Manual QAPP Quality Assurance Project Plan QC Quality Control RCRA Resource and Conservation Recovery Act RPD Relative Percent Difference RQAO Regional Quality Assurance Designated Approving Official SPLP Synthetic Precipitate Leaching Procedures SS SSQAPP
Soil Sample Site Specific Quality Assurance Project Plan
SVOC Semi-volatile Organic Compounds SOP Standard Operating Procedures TCLP Toxicity Characteristics Leaching Procedure TQM Total Quality Management USC United Soil Classification U.S. EPA United States Environmental Protection Agency UST Underground Storage Tank VOC Volatile Organic Compounds
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A3. DISTRIBUTION LIST
The following individuals will receive copies of the approved Generic Quality Assurance Project Plan (Generic QAPP) and subsequent revisions:
Barbara Alfano, Brownfields Project Officer/Manager, United States Environmental Protection Agency (EPA) Region 4, Atlanta Federal Building, 61 Forsyth Street S.W., Atlanta, Georgia 30303; Phone (404) 562-8604, email: [email protected]
Darren McKeehan, P.G., Brownfields Coordinator, FDEP, Northeast District, 8800 Baymeadows Way West, Jacksonville, Florida 32256; Phone (904) 256-1545; fax (904) 448-4362; email: [email protected]
George Curtis, Director of Planning & Zoning/Brownfields Coordinator, City of Live Oak, 101 White Avenue S.E., Live Oak, Florida 32064: Phone (386) 362-2276; fax (386) 330-6507; email: [email protected]
Kim Smiley, Project Specialist/Purchasing Agent, City of Live Oak, City Hall, 101 White Avenue S.E., Live Oak, Florida 32064: Phone (386) 362-2276; fax (386) 362-4305; email: [email protected]
Pamela Shore, Laboratory Director/QA Manager/President, Palm Beach Environmental Laboratories, 1550 Latham Road, Suite #2, West Palm Beach, Florida 33409; Phone (561) 689-6701; email: [email protected]
ECT (Contractor) Distribution List
Jeffrey Peters, P.G., Contract/Project Manager, ECT, 3660 Maguire Boulevard, Suite 107, Orlando, Florida 32803; Phone (407) 903-0005, email: [email protected]
James J. Orioles, P.E., Quality Assurance/Quality Control (QA/QC) Officer, ECT, 3660 Maguire Boulevard, Suite 107, Orlando, Florida 32803; Phone (407) 903-0005, email: [email protected]
Susan McConnell, Deputy Contract Manager/Field Team Leader, ECT, 2507 Callaway Road, Suite 102, Tallahassee, Florida 32303; Phone (850) 383-0009, email: [email protected]
Pam McElroy, Community Outreach/Field Team Assistant, ECT, 3701 NW 98th Street, Gainesville, Florida 32606; Phone (352) 332-0444, email: [email protected]
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A4. PROJECT /TASK ORGANIZATION
A Quality Assurance Project Organization chart is provided as Figure 1 in Attachment A. The individuals participating in the project and their specific roles and responsibilities are provided below: Barbara Alfano, EPA Region 4 Brownfields Project Officer/Manager and Designated Approving Official (DAO) - Barbara will be responsible for approval of the Generic QAPP, Site-Specific QAPP (SSQAPP) Addendums, and subsequent revisions for compliance with the current version of EPA QA/R-5, “EPA Requirements for Quality Assurance Plans for Environmental Data Operations”, current EPA Region 4 Guidance, and will retain revised documents on file. Brbara will also be responsible for final review and approval of the QAPP and subsequent revisions for compliance with the current version of EPA QA/R-5. Darrin McKeehan, P.G., Brownfields Project Coordinator; Northeast District FDEP As applicable, Darrin will be involved in review and approval of the final site assessment report(s). Darrin will also ensure plans are in compliance with current FDEP rules and regulations. George Curtis, Brownfields Coordinator; City of Live Oak, Florida - George will be responsible for coordinating with the ECT Team and the FDEP Northeast District. George individual will also ensure plans are implemented according to schedule and are compliant with current FDEP Standard Operating Procedures (SOPs). Kim Smiley, Project Specialist/Purchasing Agent, City of Live, Florida - Kim will assist George with coordinating with the ECT Team and the FDEP Northeast District. She will also be the main point of contact for Purchase Orders, invoices, and financial tracking. Pamela Shore, Laboratory Director/QA Manager/President, Palm Beach Environmental Laboratories, West Palm Beach, Florida - Pamela will be responsible for coordinating the analysis of the samples and laboratory validation of the data. She will coordinate the receipt of the samples at the laboratory, select the analytical team, ensure internal laboratory audits are conducted per the Laboratory’s Quality Systems Manual (QSM) and distribute the applicable sections of the QAPPs and subsequent revisions to members of the analytical team. Ms. Shore will also be responsible for instituting corrective actions for problems encountered in the chemical analyses and will also report laboratory problems affecting the project data to the Laboratory Manager and ECT Project Manager. Corrective actions for chemical analyses will be detailed in a QA report that will be provided to the Project Manager via electronic and conventional mail. Note: The following roles are dependent upon the Contractor conducting work under the referenced Cooperative Agreements. The roles and responsibilities are identified below; however, individuals filling these roles will be identified in SSQAPPs. Jeffrey Peters, P.G., Contract/Project Manager – Jeff will be responsible for the coordination of reports with the ECT Team, the City of Live Oak, and the regulatory agencies. Mr. Peters
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will be the primary decision maker for the project and primary user of the data to determine whether or not further action is required at the site. Jeff will also coordinate the project activities; specific responsibilities are:
Approving the Generic QAPP and subsequent revisions in terms of Brownfields specific requirements; distribution of the Generic QAPP document to the Field Team Leader and members of the project team.
Overall responsibility of the investigation.
Coordinating field and laboratory activities.
Conducting project activities in accordance with the SSQAPP.
Validating field data.
Reporting to the FDEP Brownfields Coordinator and the City of Live Oak Brownfields Coordinator regarding the project status per the work order and preparing interim and final reports for submittal to FDEP and the City.
Making final project decisions with the authority to commit the necessary resources to execute the project.
Responsible for instituting corrective actions for problems encountered during field sampling activities.
Communicate corrective actions to the Field Team Leader to remedy problems encountered in the field and coordinate with the Lab Manager to correct any corresponding problems encountered in the chemical analyses.
Compile documentation detailing any corrective actions and provide them to the QA/QC officer and FDEP Brownfields Project Coordinator.
James J. Orioles, P.E., QA/QC Officer - As QA/QC Officer, Jim will remain independent of the groups responsible for data generation and will provide QA/QC technical assistance to the Project Manager. Jim will also be responsible for final internal review and approval of the Generic QAPP, internal QA audits, and QC implementation of the project. The QA/QC officer will report audit results to the Project Manager and review implemented corrective actions.
Susan McConnell & Pam McElroy, Field Team Leaders – Susan and Pam will perform the following duties:
Select the field sampling team.
Coordinate subcontractors.
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Conduct the field activities per the approved QAPP and SSQAPP and supervise the field sampling team.
Upon receipt from the Project Manager, Ms. McConnell will distribute the approved QAPPs or SSQAPPs and subsequent revisions to the members of the field sampling team.
Report problems in the field to the Project Manager.
Implement corrective actions in the field as directed by the Project Manager. Corrective actions will be documented in the field logs and provided to the Project Manager. A project corrective action process flowchart is provided in Figure 2, Attachment B.
Field Team Technicians - These individuals will perform the actual field work per the QAPP and SSQAPP and at the direction of the field team leader. The field team typically consists of two to four people and will be named at a later date by the field team leader.
A5. PROBLEM DEFINITATION/BACKGROUND
The problem definition/background information will be detailed in the SSQAPPs.
A6. PROJECT/TASK DESCRIPTION AND SCHEDULE
The project/task description and schedule will be detailed in the SSQAPP addendums. While the specific contaminants of concern (COCs) will be identified in the SSQAPPs, the objectives of the Brownfields Phase II Environmental Site Assessments (ESAs) will be to evaluate whether COCs are present in environmental media, whether they are present at concentrations above applicable regulatory criteria, and whether further assessment is warranted based on exceedences of these criteria. For this project, FDEP Chapter 62-777, F.A.C. Table I Groundwater Cleanup Target Levels (GCTLs) and FDEP Chapter 62-77, F.A.C. Table II Soil Cleanup Target Levels (SCTLs) are the applicable regulatory criteria, unless modified by the development of site specific CTLs as provided in Chapter 62-780, F.A.C. The scope of work will be designed to assess the presence or absence of environmental impacts and the general magnitude of impacts: not to delineate impacts or to design a remediation strategy. Table V, Natural Attenuation Default Concentrations (NADCs) is provided as a reference for situations where contaminants are found above cleanup target levels; however, the GCTL and the SCTL regulatory limits are used to determine if contaminants are present. Referenced above, Tables I, II, and V are provided in Attachment C.
A7. SPECIAL TRAINING REQUIREMENTS/CERTIFICATIONS
The Field Team Leader will be determined on a project specific basis, depending on the scope of work, specialized skills, availability, etc.) The designated Field Team Leader will established on each Site-Specific Quality Assurance Project Plan (SSQAPP) to verify that project
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personnel have current certificates of training for the 40-hour OSHA Hazardous Waste Operations and Emergency Response (HAZWOPER)/Safety Training Class with annual 8-hour refresher courses. Personnel mobilizing to the site shall carry a Certificate of Training identification card on their person. Current Certificates of Training are also kept in personnel files located at their respective headquarters. Field team members will have received extensive in-house and outside training to complete their assigned tasks and this is ensured with annual personnel evaluations. Staff receives continual training on an as-needed basis by attending courses at the local universities as well as attending state and federal training when offered. Deficiencies and the need for new training are identified during personnel evaluations by Management. A Florida-licensed driller will perform the drilling tasks that may be required for this project; however, the project manager will provide technical oversight via communication with field personnel and the drilling subcontractor. Licensure of the subcontracted drilling operator will be confirmed during solicitation for drilling services. Subcontractors are required to provide proof of their 40-hour and 8-hour HAZWOPER certifications. The final assessment reports will be signed and sealed by either a professional geologist or a professional engineer certified in the State of Florida. The City of Live Oak Brownfield Team will be responsible for ensuring that their Brownfields program personnel have valid and current specialized training required by the OSHA regulations as a prerequisite for site visit(s). Specific certifications have not been identified as necessary during the planning of this project. The laboratory performing the analysis will analyze environmental samples for this project in compliance with applicable regulations and standards. The analytical laboratory, methods of analysis, and applicable accreditation will be defined in the SSQAPPs. It is anticipated that Palm Beach Laboratories (PBEL) will be utilized for assessments under this program. The laboratory’s Quality Assurance Manual (QAM) is included in Attachment D of this Generic QAPP.
A8. DOCUMENTS AND RECORDS
Contractors tasked with completing assessment or cleanup work will follow DEP-SOP-FD 1000 for sample custody and documentation. The complete DEP-SOP-001/01 has been attached to this Generic QAPP document as Attachment E. Field personnel will maintain appropriate documents and records for sampling events. Specific forms (chain of custody, field sampling and calibration logs, etc.) are provided in Attachment F. Document and records requirements are also maintained per U.S. EPA Region 4, Science and Ecosystem Support Division (SESD) Operating Procedure, Document Control, dated April 13, 2011. Some of the required documentation includes:
Field crew signs or initials records/notes with a waterproof pen.
Use of field sampling and documentation supplies, and equipment are tracked with an in-house system.
Sampling containers are prepared by the laboratory and shipped with a packing list documenting contents.
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Preservative used by the laboratory are traceable by preparation date, vendor, and lot number.
Sampling containers are pre-cleaned at the laboratory.
Water level indicator and field parameter meters are cleaned according to specifications and the documentation is contained in the field notes.
Equipment is maintained and calibrated in accordance with manufacturers’ specifications.
Chain-of-Custody forms accompany all samples from origin through disposal. Sample containers are labeled with sample location ID, preservative, sampler name, analyses required, and date/time of collection. The sample location ID is linked to the labels, Chain-of-Custody, and field notes. The Chain-of-Custody form includes the following information:
Project name and address.
Date and times of sample collection.
Name of sampler.
Sample location ID.
Number of samples.
Analyses required.
Preservation method.
Sample turnaround time in days.
Comments.
Field notes are recorded during site visits and include:
Names of personnel, subcontractors, and others onsite.
Date and chronological summary of field activities.
Photographs of the Site, field activities, unusual discoveries or occurrences, working conditions, etc.
Ambient conditions.
Sample location descriptions, sample ID.
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Lithology.
Field measurement data.
Sample order.
Purging and sampling equipment.
Field decontamination procedures.
Field calibration records.
Types and number of quality control samples collected.
Sampler and/or QA/QC officer signatures.
Results of QC checks.
Documentation of problems encountered in the field including corrective action resolution.
Observations.
Samples collected are immediately placed in laboratory-provided coolers and chilled to 4 degrees Celsius using wet ice. Chain-of-Custody information accompanies the samples, which are either shipped by currier, delivered, or collected at the site by a laboratory representative. Upon receipt of the samples and Chain-of-Custody information, the laboratory:
Checks sample container integrity, temperature, and documentation.
Verifies the sample preservatives.
Logs receipt of the samples.
E-mails a PDF file copy of the Chain-of-Custody and login information.
Upon receipt of the e-mail confirmation, the Project Manager and QA/QC Officer will review the PDF versions of the Chain-of-Custody and laboratory login information for consistency with the internal work order that documented the sampling work and analyses to be conducted during that field event. Field logs will be recorded and bound in three-ring binders or in a bound field book. Field logs/field books will include weather observations at the site when field activities are conducted. Relevant observations or digressions from the procedures in this Generic QAPP, deemed notable by any field team member, will also be recorded in the field logbook. The
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approved SSQAPP will be located onsite during field activities. Field data worksheets will be used to record field measurements. Each page of the field logs and field data worksheets will be dated and signed by the person making the entries. The originals will be placed in bound three-ring binders and retained in the physical project file. Monitoring well installation and sampling sheets are recorded and include:
Well casing material, diameter, screened interval, and total depth.
Drilling method(s) and lithology.
Water table depth.
Calculation of purge volume and sampling procedures.
Field parameter measurements and equipment used.
Sampling date. The Project Manager will distribute copies of the Generic QAPP and the SSQAPP to the people filling the roles identified in the distribution list (see Section A3), once it is approved. Any revisions to this Generic QAPP, or to any SSQAPPs, will be documented as revised with corresponding revision number (revision #1). It will be the responsibility of the Project Manager to see to it that each person on the distribution list receives copies of any revisions. Execution of proposed field activities will commence following approval of the Generic QAPP, the SSQAPP, and execution of a Site Access Agreement by the property owner. The Project Manager will submit a field activity summary to the City of Live Oak Brownfields Coordinator within 15 days of completion of the field activities as described in the SSQAPP. This summary will include analytical data, a summary of collected field data, a summary of any audited field activities (see Section C1), and copies of the original field log books and field data worksheets for the project. The summary report will include at discussions of field activities, any divergences from QAPP procedures, and a discussion of field data quality. Project records and documents will be handled in general accordance with EPA SOP #EPA-09251.3b “Handling and Disposition of Project Records and Documents.” The laboratory will manage the original raw data from this project in both hard copy and electronic format. The Laboratory Manager will retain information on where the records are stored, who will be responsible for records management, and how long specific types of records or documents will be maintained. Records and reports can be found in the physical project file located at the Project Manager’s local ECT office. The project file will eventually be archived for a period of at least 7 years at the office of the Contractor responsible for conducting the assessment. The Project Manager will submit copies of records and reports to the City of Live Oak Brownfields Coordinator, who will approve deviations from these procedures before implementation, if applicable.
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The Final Reports (Section B10) will include project records such as:
Project specific correspondence
Field logs and data sheets
Laboratory analytical reports
A comparison of results to the appropriate standards
Recommendations for additional activities, if warranted.
Final Reports will be submitted to the City of Live Oak Brownfields Coordinator who will forward to the EPA Region 4 Brownfields Project Officer/Manager.
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B1. PROJECT/TASK ORGANIZATION The site-specific sampling design process and site figures will be provided in the SSQAPP addendum.
B2. SAMPLING DESIGN PROCESS
The DEP-SOP-001/01 provides procedures for routine field sampling and measurement; the procedures presented in DEP-SOP-001/01 will be followed during field sampling events. Groundwater and surface water samples will be collected to assess the presence of COCs. Water quality characteristics will be collected to support the critical measurements of COCs in surface water and groundwater. Soil samples will be collected in order to assess the presence of COCs in soils. Sample collection locations will be selected using predetermined and/or field-based data for delineation purposes, and identified using Global Positioning Satellite (GPS) technology and site observations.
B2.1 Water Sampling
The following sampling methods are contained in DEP-SOP-001/01 and will be used, or associated guidance adhered to, in completing sampling activities associated with this project:
1. SOP FS 1000, “General Sampling Procedures,” describes preliminary activities; contamination prevention; protective gloves; container and equipment rinsing; fuel-powered equipment and related activities; preservation, holding times and container types; preventive and routine maintenance; sample documentation and evidentiary custody; health and safety; hazardous wastes.
2. SOP FC 1000, “Cleaning/Decontamination Procedures,” describes the process for preparation and decontamination of sampling equipment.
3. SOP FS 2000, “General Aqueous Sampling,” describes the aqueous, sample collection of grab and composite samples for laboratory analyses.
4. SOP FS 2100, “Surface Water Sampling,” presents procedure to be used to consistently collect representative surface water samples.
5. SOP FS 2200, “Groundwater Sampling,” ensures collected samples will be representative of water in the aquifer or target formation and have not been altered or contaminated by the sampling or handling procedures. Samples will be collected from onsite monitor wells by variable-speed peristaltic pump.
6. Pre-cleaned, single-use sample containers provided by the selected project laboratory will be used for sample collection. The following tables, also provided in Attachment E, list the sample container requirements, preparation requirements for these containers, sample preservation requirements, and holding time criteria:
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SOP Table FS 1000-4 “40 CFR Part 136 Table II, Required Containers, Preservation Techniques and Holding Times” (Water/Wastewater Samples)
SOP Table FS 1000-7 “Sample Handling, Preservation and Holding Time Table for SW 846 Method 5035”
SOP Table FS1000-8 “Preservation Methods and Holding Times for Drinking Water Samples that Differ from 40 CFR Part 136, Table II”
In general, precautions will be taken to prevent contamination. If the field team encounters any problems or unexpected situations while in the field (e.g., access problems, safety issues, inadequate supplies, equipment failure, etc.), the Project Corrective Action Process Flowchart will be followed, included as Figure 2, Attachment B. The following SOPs will be followed for field measurement:
1. SOP FT 1000, “General Field Testing and Measurement”
2. SOP FT 1100, “Field Measurement of Hydrogen Ion Activity (pH)”
3. SOP FT 1200, “Field Measurement of Specific Conductance”
4. SOP FT 1400, “Field Measurement of Temperature”
5. SOP FT 1500, “Field Measurement of Dissolved Oxygen (DO)”
6. SOP FT 1600, “Field Turbidity”
7. SOP FT 1900, “Continuous Monitoring with Multi-parameter Meters” B2.2 Soil Sampling
The following guidance documents will be followed for the sample collection of soil samples for the designated COCs; sampling methods referenced below are provided in CD format in Attachment E:
1. SOP FS 1000, “General Sampling,” describing preliminary activities; contamination prevention and sample collection order; protective gloves; container and equipment rinsing; fuel-powered equipment and related activities; preservation, holding and container types, preventive and routine maintenance; documentation and references; sample custody; health and safety; and hazardous wastes.
2. SOP FC 1000, “Field Decontamination,” describes the process for preparation and decontamination of sampling equipment.
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3. SOP FS 3000, “Soil,” describing general soil sampling, procedures for compositing, specific procedures for volatile organic compounds, surface and subsurface soil sampling.
4. Pre-cleaned, single-use sampling containers provided by the selected project laboratory will be used for sample collection. The following tables, also provided in Attachment E, list the sample container requirements, preparation requirements for these containers, sample preservation requirements, and holding time criteria:
SOP Table FS 1000-6 “Recommended Sample Containers, Sample Volumes, Preservation Techniques and Holding Times for Residuals, Soil and Sediment Samples.”
SOP Table FS 1000-7 “Sample Handling, Preservation and Holding Time Table for SW 846 Method 5035
SOP Table FS 1000-8 “Preservation Methods and Holding Times for Drinking Water Samples that Differ from 40 CFR Part 136, Table II.”
The laboratory provides preserved or non-preserved containers for the samples where applicable. The Field Team Leader is responsible for ensuring the laboratory provides the appropriate sampling containers, including preservative. A Terra Core sampler is used during the collection of VOC samples. The lithology descriptions and soil samples will be made using the Unified Soil Classification System (USCS), as discussed in American Society for Testing and Materials (ASTM) specification D2487. In addition, depending on the project objectives, the organic vapor concentrations may be measured using an organic vapor analyzer; SOP FS 3000 describes the collection of soil from a direct-push rig. Generally, soil samples have an analysis holding time of 14 days before extraction and 40 days after extraction. In general, precautions will be taken to prevent contamination. If the field team encounters any problems or unexpected situations while in the field (e.g., access problems, safety issues, inadequate supplies, equipment failure, etc.), the Project Corrective Action Process Flowchart will be followed, included as Figure 2 in Attachment B. A table for sampling containers, methods of analysis, number of samples for each analytical analysis and quality assurance sampling requirements will be included in the SSQAPPs. An example format of this Table is as follows:
Matrix Parameter Number of Samples Method Container Preservative Hold Time Min. Volume
Water Volatiles No. 8260B Glass 0.3mL 1:1 HCL 14 days 40 mL
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B2.3 Equipment Needs
Following is a list of equipment anticipated for use during the implementation of this project. Coring Drill Tygon Tubing OVA Diluter Kits Stainless Steel Auger Organic Vapor Analyzers Auger Extensions OVA Calibration Kit Stainless Steel Sample Spoon pH Meter/Specific Ion Meters Stainless Steel Sample Tray pH/Conductivity Calibration Standards
Stainless Steel Spray Canisters
Conductivity Meters Plastic Spray Canister Free Product Probe Decontamination Buckets Ground Penetrating Radar with Printer
H2O Level Indicators
Bailers Temporary Monitor Wells Laboratory Expendables –Assorted Locking Well Caps pH Paper YSI, Probe Kit w/Accessories Dissolved Oxygen Meter Field Sampling Pump (Peristaltic) Turbidity Meter and Calibration Standards
Field Sampling Pump (Bladder)
Pressure Transducer Hach Turbidimeter w/Accessories Omni Data Logger Petite Ponar (Wildco) Omni Polycorder Stainless Steel Spoons and Buckets Teflon Sampling Tips Field Sheets Mason Jars Sample cooler Hydration cooler
Consumable Equipment:
Nitrile gloves Packing material Paper towels Trash bags Ice Tape for coolers Teflon tubing Polyethylene Tubing Custody seals Decontamination supplies A vehicle equipped for sampling will store the above equipment and will serve as the on-site support facilities for this project. Field Technicians also maintain accounts with environmental equipment and supply vendors throughout the southeastern United States to provide additional support. Field personnel are equipped with cellular telephones and have direct access to alternative sampling and monitoring equipment when necessary. A breaker bit will be used on the Geoprobe to remove asphalt and contract surfaces.
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B3. SAMPLE HANDLING AND CUSTODY REQUIREMENTS
The following sample custody procedures will be followed during the implementation of this project: DEP SOPs and the Laboratory Quality Manuals, which describe the sample handling and custody requirement for this activity, will be followed. Chain-of-Custody procedures will begin with the laboratory preparation of a field kit that includes appropriate sample containers for the requested matrices and methods, and ends with the transfer of the collected samples back to the laboratory analyst. Each sample will have its own identification number. The numbering scheme will provide tracking for the retrieval and usage of analytical field data for each sample. Sample containers will be clearly labeled in ink and will correspond to field data sheets and/or logbooks, Chain-of-Custody records, and other documentation used during the project.
B4. ANALYTICAL METHODS AND REQUIREMENTS
The quality characteristics and non-critical determinations for water and soil will be performed in the field. The laboratory will perform the measurement of COCs in water and soil. Once the samples are received and logged in at the laboratory, the samples will be analyzed using EPA or other appropriate methods that will be specified in the SSQAPP. A listing of analytical methodologies to be followed for the project's analytes of concern and the required instrumentation will be provided in the SSQAPP Addendum. Extraction and digestion criteria are included in Laboratory QSM, included in Attachment D. Validation criteria for any non-standard or unpublished methodologies will be provided in the SSQAPP when applicable.
In general the turnaround time for hardcopy and electronic laboratory data deliverables is anticipated to be about 10 days. A project specific schedule, indicating turnaround times will be provided in the SSQAPP document.
B5. FIELD QUALITY CONTROL REQUIREMENTS
Constituents of concern, analytical/extraction methods, sample container, preservation, holding time requirements, are summarized in SOP FS 1000-4 through FS 1000-8; pp. 22-36. These items will be further defined in the SSQAPP. In addition, QA/QC acceptance criteria for matrix spikes, equipment blanks, trip blanks, laboratory control samples, etc. will be included in the SSQAPP. The target detection limit requirements for each analyte are typically below applicable regulatory criteria for the parameters of interest. The Project Manager will review the laboratory QC samples and control limits identified in the laboratory QSM. The quality of the data generated using the laboratory QSM will provide analytical data of a sufficient quality for this project. Quality assurance samples are required pursuant to Chapter 62-160 FAC. As required, appropriate duplicate and blanks will be collected and analyzed. The number of duplicates and blanks will be identified in the SSQAPPs.
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Purge water and soil generated during well installation and sampling activities will be drummed and sampled according to requirements evaluate the need for specialized disposal. Matrix spike samples and matrix spike duplicate samples are collected in the field for each matrix sampled, when appropriate. Pre-cleaned equipment blanks and duplicate samples will be collected as specified in DEP-SOP-001/01 and the SSQAPP. Trip blanks will be prepared by the laboratory and included in each sample cooler containing samples for which volatile organics will be analyzed. Field equipment will be visually inspected and calibrated at the beginning of each sampling day, every four hours of use, and at the end of the workday. A calibration log will be maintained for each instrument.
B6. LABORATORY QUALITY CONTROL REQUIREMENTS
As stated previously, the Project Manager monitors the project to ensure quality assurance policies are met. If quality issues are identified, mechanisms are in place to handle situations that may arise. Potential problems will be resolved by following the DEP SOP procedures. Laboratory control checks include:
Laboratory Control Standard.
Laboratory Control Standard Duplicates.
Matrix Spikes.
Matrix Spike Duplicates.
Method Reagent Blanks. The laboratory analyzes matrix spikes and matrix spike duplicates to assess precision and accuracy. Quality Control parameters will be provided in the SSQAPP.
B7. FIELD EQUIPMENT AND CORRECTIVE ACTION
The multi-parameter meter, the dissolved oxygen meter, and the turbidimeter will require calibration, calibration verification checks, routine inspection, and maintenance per the
temperature, conductivity for water samples while in the field. Equipment manufacturer’s literature (e.g. operator instruction/user manuals for testing and inspecting the meters, etc.) will be maintained and made available by the Field Team Leader. An inspection checklist and initial calibration check will be completed by a field team member prior to mobilizing to the site for the site investigation. A maintenance kit, which will include extra batteries, calibration standards, and commonly needed spare parts, will be made available at the site for the meters. Any preventive or corrective maintenance completed will
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be documented in the field notes. If any meter fails the initial testing and inspection, spare meters can be obtained from inventory or rented from an environmental equipment vendor. Field calibration logs are maintained for equipment that requires onsite calibration. Field equipment calibration log books are maintained for each piece of equipment and project field logs are maintained for each sampling event and given to the Project Manager upon completion of the sampling event to maintain in the project file for reference. The Project Manager or QA/QC officer may request spot checks of equipment calibration at any time. Calibration records can be traced to equipment logs by referencing project specific field notes. pH Buffers 4.0, 7.0, and 10.0, turbidity standards1,, 10, and 100, Nephelometric Turbidity Unit (NTU), conductivity standards of 100 and 1,000 micromhos/cm, and oxygen-reduction potential (ORP) of +200 millivolts will be used in the field.
B8. LAB EQUIPMENT AND CORRECTIVE ACTION
The laboratory QSM addresses the testing, inspection, and maintenance for the analytical instruments. Procedures include reviewing the instrument log for any notations regarding problems experienced during previous use and verifying that scheduled preventative maintenance has been conducted in accordance with the manufacturer's recommendations. The lab will document any preventive or corrective maintenance conducted on laboratory equipment/instrumentation.
B9. ANALYTICAL SESATIVITY AND PROJECT CRITERIA
An analytical method sensitivity and project criteria table for the analytical methods will be included in the SSQAPPs. Groundwater and surface water samples will be collected to assess the presence of COCs. Water quality characteristics will be collected to support the critical measurements of COCs in surface water and groundwater. Soil samples will be collected in order to assess the presence of COCs in soils. Sample collection locations will be selected using predetermined and/or field-based data for delineation purposes, and identified using Global Positioning Satellite (GPS) technology and site observations.
B.10 DATA MANGEMENT AND DOCUMENTS
Data for each project conducted under this Generic QAPP and SSQAPPs will be produced in two locations: onsite and at the project laboratory. Data collected onsite will be recorded on field data worksheets (included in Attachment F) and into field logbooks, which will become a part of the project file. The Project Manager will submit copies of the field data worksheets and logbooks with the field activity report when field activities are complete. The Laboratory Manager will submit laboratory data to the Project Manager within an agreed upon timeframe. The Project Manager will be responsible for ensuring the analytical report meets requirements and prior to forwarding it to the FDEP Brownfields Coordinator when applicable.
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In general, the turnaround time for hardcopy and electronic laboratory data deliverables is anticipated to be approximately 10 working days. A project specific schedule, indicating turnaround time will be provided in the SSQAPP document. As discussed previously in this document, project records will be managed according to FDEP SOP FA3300, Section 6 "Documentation" and laboratory records will be managed according to Accutest “Data Reduction, Validation, Review and Reporting.” Adherence to these SOPs will assure that applicable information resource management requirements are satisfied. Project records and documents will be handled in general accordance with EPA SOP
rds and Documents." The laboratory will manage the original raw data from this project (both hard copy and electronic). The Laboratory Manager retains and maintains laboratory records. ECT will maintain records of the field staff in the project folder, electronic records, including final reports, will be maintained in-house in the project folder on a computer network. ECT’s IT-department maintains the security of the network with up to date software and virus protection. The network maintains restricted access to ECT staff. Sample results are provided from the laboratory both in hard-copy and electronic (PDF) form to ensure results remain in its original content. Additionally, files are maintained in a locked storage room. The listing below summarizes types of reports, records, and other documents that may be generated for this project:
Site-specific health and safety plans
Field Logs (checklists and standard forms -see Attachment F)
Quality Assurance Project Plans
Historical Phase I Environmental Assessments
Phase II Environmental Assessments
Limited Site Assessment Report
Interim Source Removal Proposal
Interim Source Removal Report
Site Rehabilitation Plan
Site Assessment Report
Risk Assessment Report
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No Further Action Proposal
Natural Attenuation with Monitoring Proposal
Remedial Action Plan
Remedial Action Status Report
Post-Active Remedial Monitoring Report
Site Rehabilitation Completion Report
No Further Action Proposal with Monitoring Proposal
No Further Action Proposal with Monitoring Report
Combined Documents Records and reports, including any review comments and checklist from the U.S. EPA Region 4 Designated Approving Official can be found in the physical project file located at the Contractor’s designated office identified in the SSQAPP. The project file will be eventually archived for a period of at least 7 years. Any deviations from these procedures will be documented in the project file and approved by the Project QA/QC Officer.
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C.1 ASSESSMENT AND RESPONSE ACTIONS
This Generic QAPP is for a three-year project period under the Live Oak Brownfields Assessment Cooperative Agreement BF-00D32015. Assessment projects are planned to include one audit of field activities, the verification and validation of reported data, and QA review of reports by senior level technical staff. The Project QA/QC Officer may conduct an on-site field audit at the time(s) when samples are being collected for both field and laboratory analysis. The Project QA/QC officer will have the authority to halt the on-site work if he/she believes the findings from the audit justify such action. In the event discrepancies are identified during an audit, the Project QA/QC Officer will discuss findings with the Project Manager and Field Team Leader. The Field Team Leader, in consultation with the Project Manager, will be responsible for corrective actions related to field activities. Audit findings would be included in the Final Reports along with descriptions as warranted; this information is provided to project staff, state, and EPA project personnel.
The laboratory will provide a narrative report with the analytical results referencing the project, associated Chain-of-Custody, quality control issues, and the validity and integrity of the results. Section D2 of this Generic QAPP discusses the verification and validation process in detail. The Project Corrective Action Process flow chart, provided as Figure 2, Attachment B, outlines the standard process for communicating and resolving problems that arise in the field, via corrective actions implementation.
C.2 PROJECT REPORTS
Laboratory analytical reports will be generated by the Laboratory Manager and submitted to the Project Manager within agreed upon timeframes. In general, the turnaround time for hardcopy and electronic laboratory data deliverables is anticipated to be 10 working days. A project specific schedule, indicating turnaround time will be provided in the SSQAPP document. The laboratory provides both electronic and paper copies of the analytical results generally within 10 days of sample receipt. Laboratory data are reviewed by the Project Manager and QA/QC Officer. The electronic copy is placed in the project file maintained on the server, which is routinely “backed-up” to ensure data integrity. The paper version of the results is maintained in the physical project file, which is eventually archived for a period of at least 7 years.
The laboratory analytical report will be submitted to the Project Manager. When necessary, a narrative will be provided with the laboratory report that describes:
The dates of sample receipt, preparation, and analysis.
The condition of the samples upon receipt.
Sample preparation and analysis.
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Any problems encountered during sampling handling storage, preparation, or analysis, and their resolution.
Any variance from the standard operating procedures.
A discussion of the quality of the reported analytical data.
The data will be compared to the CTLs to evaluate whether no further action is required or if active remediation is needed. The City and/or FDEP Brownfields Coordinator may also reconcile the data with the project-specific objectives.
Final Reports, such as those specified in Section B:10 will be prepared and reviewed for technical accuracy and data quality first by Team Members, and secondly by the Project QA/QC Officer or similar senior technical staff (as appropriate). The Final Reports will include a summary description of project activities, a summary of data, the field activity report, a discussion on any problems encountered during the project and the corrective actions taken, a discussion of the conclusions drawn from the results and the rationale for those conclusions, and the results of the data quality assessment. The Final Report will then be reviewed for conformance with internal document standards (formatting, punctuation, spacing, etc.). Upon approval by the City’s Brownfields Coordinator, Final Reports will be forwarded to the EPA Project Officer/Manager along with the quarterly report submittal as required.
D.1 FIELD DATA EVALUATION
Data will be reviewed by the Project Manager for integrity by checking field entries for errors and consistency. Data validation will be accomplished through a series of checks and reviews intended to assure that the reported results are of a verifiable, reproducible, and acceptable quality. The validation process will include:
Quality control blanks meet criteria.
Quality control data (spikes, duplicates) are acceptable.
Surrogate spike recoveries are acceptable. A data usability review that includes an assessment of field procedures, completeness, comparability, representativeness, precision, and bias (accuracy) of the data will be performed. The findings of this review will be documented and presented in the final report.
D.2 LABORATORY DATA EVALUATION
Quality control checks are performed on field data by reviewing the Chain-of-Custody forms and the results from the lab for each sampling event. Sample results will be reviewed by the Project Manager and correlated to field measurements and observations. The validation process will include:
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Unacceptable data are identified and corrective actions are initiated.
Data qualifiers are assigned, if necessary. In addition to evaluating data qualifiers associated with laboratory analyses, a comparison of the sample duplicate(s) and the corresponding sample result(s) will be made to evaluate the reproducibility of the sample results based on the laboratory analysis and sample collection and transportation procedures. For this comparison, if the duplicate or sample result is less than 5 times the reporting limit, then the comparison is made by the absolute difference between the results (S-D). For water samples, if this difference is less than the magnitude of the (higher) reporting limit, precision is considered "acceptable". For soil samples, if the difference is less than twice the magnitude of the (higher) reporting limit, precision is considered "acceptable". If these differences are within 2X the "acceptable" limits, they are considered "slightly high"; anything beyond that would be considered "high". If both sample and duplicate results are greater than five times (5X) the reporting limit (the higher of the two RLs, if they're not the same), then precision is assessed by the %RPD (difference in results divided by the average of the two results X 100). <35% RPD = "good/acceptable", >35% but < 50% = variability is "slightly high", >50% = "high". Based on the data qualifiers provided by the laboratory, and on the sample/sample duplicate comparison described above, data will be categorized as either usable or unusable. Unusable data will not be utilized in the project decision process. Raw data will be included in submitted project reports.
An evaluation of laboratory analysis procedures and review of holding times, blanks, control samples, duplicate analysis, detection limits, holding times, laboratory controls, and overall assessment of data will be conducted. The data usability will compare proposed sample locations to actual sample locations. The review also will verify that the predefined number of samples were analyzed and will confirm that the predefined analytical methods and detection limits were used. The Project Manager will review the quality control samples, hold times, calibration, surrogate recovery, as well as the precision and accuracy data for the sampled analytes of concern to determine whether the data will be accepted or rejected. In the event results are rejected, the Project QA/QC Officer, Project Manager, and the City’s Brownfields Coordinator will meet to discuss the reasons for the rejection of data and what steps should be initiated including additional site sampling if deemed necessary. Problems associated with the laboratory will be documented in the laboratory QA report provided with analytical results, which will be provided to end users in the form of summary reports.
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Precision, accuracy and completeness calculations are as follows, respectively:
1. RPD = 100* (BS %R -BSD Result) / [(BS %R + BSD Result)/2]
2. BS Recovery = 100*(BS Result)/[Spike Added]
3. BSD Recovery = 100*(BSD Result)/[Spike Added] RPD: Relative Percent Difference %R: Percent Recovery BS: Blank Spike BSD: Blank Spike Duplicate
D.3 DATA USABILITY AND PROJECT VERIFICATION
The Project Manager will validate the field data and discuss any problems identified during the project with the Field Team Leader. Any problems and associated corrective actions will be documented in the field activity report. The Laboratory Manager will review and verify the laboratory data generated under their corrective action system for accuracy according to the laboratory's QSM. Any problems identified during this process will be reported to the Project Manager in the analytical data report. Information on QC criteria will be included in the SSQAPP. The Project QA/QC Officer, along with the Project Manager validates laboratory data upon receipt of the analytical results. The database manager or Project Manager will evaluate the sample/sample duplicate data and equipment blank data to assess whether the data precision is of an acceptable quality. Pending these three data validation procedures, the data will be determined to be of a specified quality and reported as such. For instance, data will typically be reported with no qualifiers if the data are determined to be fully useable. However, a discussion of data limitations will be added to the data summary tables and data discussion within the reports if data validity is compromised in any way. When applicable, the City and/or FDEP Brownfields Project Coordinator may also review and verify the field sheets, the final report, and the analytical data report. Any problems or deviations are typically reported to the Project Manager in the form of a comment and a formal action and response is provided back to the FDEP. Issues are resolved through staff total quality management (TQM) meetings or through the FDEP comment and response process. Valid data of known and documented quality is required for the media sampled. Once reliable and representative data are obtained, the data will be compared to the CTLs to evaluate whether no further action is required or if active remediation is needed. The City and/or FDEP Brownfields Coordinator may also reconcile the data with the project-specific objectives. The process for reconciling the data includes the evaluation of the following questions: (1) were samples collected using the appropriate collection procedures; (2) were samples handled
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in accordance with the SOPS; (3) were the samples collected from the pre-determined or specific sampling locations; (4) were the samples properly preserved; (5) were field sampling problems documented in field logs; (6) were the QAPP-specified analytical methods used; (7) were problems identified during laboratory analysis; (8) was the laboratory able to meet the MDLs, PQLs, and QA/QC requirements specified in the QAPP and provided in the analytical methods; (9) what were the results of data validation -do any of the data points require rejection; (10) if data is problematic, is re-sampling or reanalysis required (if data is rejected -how does the result affect the ability to make site decisions).
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REFERENCES
U.S. Code of Federal Regulations CFR Title 40 – Protection of Environment.
U.S. Environmental Protection Agency. Quality Assurance Guidance for Conducting Brownfields Site Assessments. EPA 540-R-98-038. September 1998.
U.S. Environmental Protection Agency. EPA Guidance for Quality Assurance Project Plans. EPA QA/G-5. EPA 2401R-02/009. December 2002.
U.S. Environmental Protection Agency. EPA Requirements for Quality Assurance Project Plans. EPA QA/R-5. EPA 240-B-01-003. March 2001 (Reissued May 2006).
U.S. Environmental Protection Agency. Data Quality Assessment: Statistical Tools for Practitioners. EPA QA/G-9S. EPA 240-B-06-003. February 2006.
U.S. Environmental Protection Agency. EPA Guidance on Systematic Planning Using the Data Quality Objectives Process. EPA QA/G-4. EPA 240/B-06/00 I. February 2006.
U.S. Environmental Protection Agency, Region 4, SESD, Field Branches Quality System and Technical Procedures, February 2008.
U.S. Environmental Protection Agency, Region 4, SESD, Operating Procedure, Field Sampling Quality Control, SESDPROC-011-R4, February 2013.
American Society for Testing and Materials. ASTM E1527 – 05. Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process.
American Society for Testing and Materials. ASTM E1903 – 11. Standard Practice for Environmental Site Assessments: Phase II Environmental Site Assessment Process.
Chapter 62-160 Florida Administrative Code, Quality Assurance.
Chapter 62-780 Florida Administrative Code, Contaminated Site Cleanup Criteria.
Chapter 62-777 Florida Administrative Code, Tables I, II, and V.
Department of Environmental Protection Standard Operating Procedures for Field activities DEP-SOP-001/01 March 1, 2014 (DEP Field SOPs).
Generic Quality Assurance Project Plan – City of Live Oak Environmental Consulting & Technology, Inc.
Attachment AFigure 1 – Project Organization Chart
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Generic Quality Assurance Project Plan – City of Live Oak Environmental Consulting & Technology, Inc.
Attachment BFigure 2 – Project Corrective Action Process
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Generic Quality Assurance Project Plan – City of Live Oak Environmental Consulting & Technology, Inc.
Attachment CChapter 62-777, F.A.C. Tables I, II, and V
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eria
10
Car
cino
gen
-Kid
ney
Acr
olei
n10
7-02
-80.
43.
50.
4M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
Sys
tem
ic T
oxic
ant
-Nas
al
Acr
ylam
ide
79-0
6-1
0.3
0.00
80.
3M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth0.
08
Car
cino
gen
-Car
cino
gen
-Neu
rolo
gica
l
Acr
ylic
aci
d79
-10-
735
00M
inim
um C
riter
iaN
AN
A35
000
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal
Acr
ylon
itrile
107-
13-1
0.2
0.06
0.2
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.6
Car
cino
gen
-Car
cino
gen
-Nas
al -R
epro
duct
ive
Ala
chlo
r15
972-
60-8
0.5
*0.
5P
rimar
y St
anda
rdH
uman
Hea
lthH
uman
Hea
lth**
*-B
lood
-Car
cino
gen
Ald
icar
b [o
r Tem
ik]
116-
06-3
0.9
70.
9M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Ald
icar
b su
lfone
1646
-88-
446
746
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
70
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
- 5 -
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Ald
icar
b su
lfoxi
de16
46-8
7-3
4.2
74.
2M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Ald
rin30
9-00
-2**
0.00
2**
Min
imum
Crit
eria
0.02
Car
cino
gen
-Car
cino
gen
-Liv
er
Ally
[or
Met
sulfu
ron,
met
hyl]
7422
3-64
-618
00M
inim
um C
riter
iaN
AN
A18
000
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Ally
l alc
ohol
107-
18-6
535
5M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
0
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Ally
l chl
orid
e10
7-05
-135
#M
inim
um C
riter
iaN
AN
A35
0
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Alu
min
um74
29-9
0-5
***
13S
econ
dary
Sta
ndar
dTo
xici
ty C
riter
ia**
*-B
ody
Wei
ght
Alu
min
um p
hosp
hide
2085
9-73
-86.
52.
86.
5M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia28
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Amet
ryn
834-
12-8
6.2
636.
2M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia63
0
Sys
tem
ic T
oxic
ant
-Liv
er
Am
mon
ia76
64-4
1-7
2800
**M
inim
um C
riter
iaN
A28
000
Sys
tem
ic T
oxic
ant
-Res
pira
tory
(a
)
Am
mon
ium
sul
fam
ate
7773
-06-
010
000
1400
1000
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
000
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Ani
lazi
ne [
or D
yren
e]10
1-05
-32.
8M
inim
um C
riter
iaN
AN
A28
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Ani
line
62-5
3-3
46.
14
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
61
Car
cino
gen
-Blo
od -C
arci
noge
n -S
plee
n
Ant
hrac
ene
120-
12-7
0.3
2100
0.3
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2100
0
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Ant
imon
y74
40-3
6-0
***
**P
rimar
y St
anda
rd**
*-B
lood
- 6 -
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Ara
mite
140-
57-8
31.
43
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
14
Car
cino
gen
-Car
cino
gen
Aro
clor
mix
ture
[se
e PC
Bs]
Ars
enic
NO
CAS
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -C
ardi
ovas
cula
r -S
kin
Atra
zine
1912
-24-
91.
9*
1.9
Prim
ary
Stan
dard
Hum
an H
ealth
Hum
an H
ealth
***
-Car
cino
gen
-Car
diov
ascu
lar
Azi
npho
s, m
ethy
l [s
ee G
uthi
on]
Azo
benz
ene
103-
33-3
3.6
0.3
3.6
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
3
Car
cino
gen
-Car
cino
gen
Bar
ium
(sol
uble
sal
ts)
7440
-39-
3*
Prim
ary
Stan
dard
NA
NA
***
-Car
diov
ascu
lar
Bay
gon
[or P
ropo
xur]
114-
26-1
0.4
280.
4M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia28
0
Sys
tem
ic T
oxic
ant
-Blo
od -N
euro
logi
cal
Bay
leto
n43
121-
43-3
500
210
500
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2100
Sys
tem
ic T
oxic
ant
-Blo
od
Ben
omyl
1780
4-35
-20.
335
#0.
3M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
0
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal
Ben
sulid
e74
1-58
-246
Min
imum
Crit
eria
NA
NA
460
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Ben
tazo
n25
057-
89-0
210
Min
imum
Crit
eria
NA
NA
2100
Sys
tem
ic T
oxic
ant
-Blo
od
Ben
zald
ehyd
e10
0-52
-754
700
54M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
00
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
-Kid
ney
Ben
zene
71-4
3-2
***
**P
rimar
y St
anda
rd**
*-B
lood
-Car
cino
gen
- 7 -
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Ben
zene
thio
l10
8-98
-50.
07M
inim
um C
riter
iaN
AN
A0.
7
Sys
tem
ic T
oxic
ant
-Liv
er
Ben
zidi
ne92
-87-
50.
0002
0.00
020.
0002
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.00
2
Car
cino
gen
-Car
cino
gen
-Liv
er -N
euro
logi
cal
Ben
zo(a
)ant
hrac
ene
56-5
5-3
**0.
05**
Min
imum
Crit
eria
0.5
Car
cino
gen
-Car
cino
gen
Benz
o(a)
pyre
ne50
-32-
8**
***
Prim
ary
Stan
dard
***
-Car
cino
gen
Ben
zo(b
)fluo
rant
hene
205-
99-2
**0.
05**
Min
imum
Crit
eria
0.5
Car
cino
gen
-Car
cino
gen
Ben
zo(g
,h,i)
pery
lene
191-
24-2
**21
0**
Min
imum
Crit
eria
2100
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Ben
zo(k
)fluo
rant
hene
207-
08-9
**0.
5**
Min
imum
Crit
eria
5
Car
cino
gen
-Car
cino
gen
Ben
zoic
aci
d65
-85-
090
0028
000
9000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2800
00
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Benz
otric
hlor
ide
98-0
7-7
0.00
20.
003
0.00
2M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth0.
03
Car
cino
gen
-Car
cino
gen
Ben
zyl a
lcoh
ol10
0-51
-650
021
0050
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
000
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
Ben
zyl c
hlor
ide
100-
44-7
20.
22
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
2
Car
cino
gen
-Car
cino
gen
Ber
ylliu
m74
40-4
1-7
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -G
astro
inte
stin
al -R
espi
rato
ry
Bet
a ra
diat
ion
NO
CAS
*P
rimar
y St
anda
rdN
AN
A**
*-C
arci
noge
n
BH
C, a
lpha
- [s
ee
Hex
achl
oroc
yclo
hexa
ne, a
lpha
-](b
)
- 8 -
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
BH
C, b
eta-
[se
e H
exac
hlor
ocyc
lohe
xane
, bet
a-]
(b)
BH
C, d
elta
- [s
ee
Hex
achl
oroc
yclo
hexa
ne, d
elta
-](b
)
BH
C, g
amm
a- [
see
Hex
achl
oroc
yclo
hexa
ne, g
amm
a-]
(b)
BH
C, t
echn
ical
[se
e H
exac
hlor
ocyc
lohe
xane
, tec
hnic
al]
(b)
Bid
rin [
or D
icro
toph
os]
141-
66-2
220.
722
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal
Bio
alle
thrin
2805
7-48
-935
Min
imum
Crit
eria
NA
NA
350
Sys
tem
ic T
oxic
ant
-Liv
er
Bip
heny
l, 1,
1- [
or D
iphe
nyl]
92-5
2-4
180.
518
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
5
Org
anol
eptic
-Kid
ney
Bis
(2-c
hlor
o-1-
met
ylet
hyl)e
ther
[se
e B
is(2
-chl
oroi
sopr
opyl
)eth
er]
Bis
(2-c
hlor
oeth
yl)e
ther
111-
44-4
0.5
0.03
0.5
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.3
Car
cino
gen
-Car
cino
gen
Bis
(2-c
hlor
oiso
prop
yl)e
ther
[or
Bis
(2-
chlo
ro-1
-met
ylet
hyl)e
ther
]39
638-
32-9
230.
523
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
5
Car
cino
gen
-Blo
od -C
arci
noge
n
Bis
(2-e
thyl
hexy
l)adi
pate
103-
23-1
33*
33P
rimar
y St
anda
rdTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-B
ody
Wei
ght -
Car
cino
gen
Bis
(2-e
thyl
hexy
l)pht
hala
te [
or D
EH
P]
117-
81-7
2.2
*2.
2P
rimar
y St
anda
rdH
uman
Hea
lthH
uman
Hea
lth**
*-C
arci
noge
n -L
iver
Bis
phen
ol A
80-0
5-7
5535
055
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3500
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Bla
zer
[see
Aci
fluor
fen,
sod
ium
]
- 9 -
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Bor
on74
40-4
2-8
1400
Min
imum
Crit
eria
NA
NA
1400
0
Sys
tem
ic T
oxic
ant
-Rep
rodu
ctiv
e -R
espi
rato
ry
Bra
vo [
see
Chl
orot
halo
nil]
Bro
mac
il31
4-40
-997
70#
97M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
0
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Bro
mat
e15
541-
45-4
**0.
05M
inim
um C
riter
iaN
A0.
5
Car
cino
gen
-Car
cino
gen
-Kid
ney
Bro
moc
hlor
omet
hane
74-9
7-5
91M
inim
um C
riter
iaN
AN
A91
0
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Bro
mod
ichl
orom
etha
ne75
-27-
4**
0.6
**M
inim
um C
riter
ia6
Car
cino
gen
-Car
cino
gen
-Kid
ney
Bro
mof
orm
75-2
5-2
**4.
4**
Min
imum
Crit
eria
44
Car
cino
gen
-Car
cino
gen
-Liv
er
Bro
mom
etha
ne [
or M
ethy
l bro
mid
e]74
-83-
935
9.8
35M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia98
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
-Res
pira
tory
Bro
mox
ynil
1689
-84-
514
0M
inim
um C
riter
iaN
AN
A14
00
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Bro
mox
ynil
octa
noat
e16
89-9
9-2
140
Min
imum
Crit
eria
NA
NA
1400
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
But
ane
106-
97-8
9100
Min
imum
Crit
eria
NA
NA
9100
0
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l -R
espi
rato
ry
But
anol
, n-
71-3
6-3
2500
070
025
000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7000
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
But
anol
, ter
t- [s
ee B
utyl
alc
ohol
, ter
t-]
But
anon
e, 2
- [s
ee M
ethy
l eth
yl k
eton
e]
- 10
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
But
yl a
ceta
te, n
-12
3-86
-410
0043
1000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
430
Org
anol
eptic
-Non
e S
peci
fied
But
yl a
lcoh
ol, t
ert-
[or B
utan
ol, t
ert-]
75-6
5-0
1400
Min
imum
Crit
eria
NA
NA
1400
0
Sys
tem
ic T
oxic
ant
-Kid
ney
-Neu
rolo
gica
l
But
yl b
enzy
l pht
hala
te85
-68-
726
140#
26M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
00
Sys
tem
ic T
oxic
ant
-Liv
er
But
ylat
e20
08-4
1-5
1135
011
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3500
Sys
tem
ic T
oxic
ant
-Liv
er
But
ylph
thal
yl b
utyl
glyc
olat
e85
-70-
170
00M
inim
um C
riter
iaN
AN
A70
000
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Cad
miu
m74
40-4
3-9
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -K
idne
y
Cal
cium
cya
nide
592-
01-8
280
Min
imum
Crit
eria
NA
NA
2800
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l -Th
yroi
d
Cap
tafo
l24
25-0
6-1
0.9
4.1
0.9
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
41
Car
cino
gen
-Car
cino
gen
-Kid
ney
Cap
tan
133-
06-2
1.9
101.
9M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia10
0
Car
cino
gen
-Bod
y W
eigh
t -C
arci
noge
n
Car
bary
l [or
Sev
in]
63-2
5-2
0.06
700
0.06
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7000
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Car
bazo
le86
-74-
847
1.8
47M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia18
Car
cino
gen
-Car
cino
gen
Car
bofu
ran
1563
-66-
20.
1*
0.1
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Neu
rolo
gica
l -R
epro
duct
ive
Car
bon
disu
lfide
75-1
5-0
110
700
110
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7000
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal -
Neu
rolo
gica
l
Car
bon
tetra
chlo
ride
56-2
3-5
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -L
iver
- 11
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Car
boph
enot
hion
[or
Trit
hion
]78
6-19
-60.
10.
90.
1M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia9
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Car
boxi
n52
34-6
8-4
6070
060
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7000
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
CFC
113
[se
e Tr
ichl
oro-
1,2,
2-tri
fluor
oeth
ane,
1,1
,2-]
-Adr
enal
s
Chl
oral
hyd
rate
302-
17-0
70#
Min
imum
Crit
eria
NA
NA
700
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
-Neu
rolo
gica
l
Chl
oram
ben
133-
90-4
110
Min
imum
Crit
eria
NA
NA
1100
Sys
tem
ic T
oxic
ant
-Liv
er
Chl
orda
ne (t
otal
)**
***
Prim
ary
Stan
dard
***
-Car
cino
gen
-Liv
er
(g)
Chl
orid
e16
887-
00-6
***
Sec
onda
ry S
tand
ard
NA
***
-Non
e S
peci
fied
Chl
orin
e77
82-5
0-5
**70
0**
Min
imum
Crit
eria
7000
Sys
tem
ic T
oxic
ant
-Res
pira
tory
Chl
orin
e cy
anid
e [o
r Cya
noge
n ch
lorid
e]50
6-77
-41.
435
01.
4M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
00
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l -Th
yroi
d
Chl
orite
(sod
ium
sal
t) [o
r Sod
ium
ch
lorit
e]77
58-1
9-2
2921
029
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2100
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal -
Neu
rolo
gica
l
Chl
oro-
1,3-
buta
dien
e [o
r Chl
orop
rene
]12
6-99
-814
0M
inim
um C
riter
iaN
AN
A14
00
Sys
tem
ic T
oxic
ant
-Hai
r Los
s -N
asal
Chl
oro-
3-m
ethy
lphe
nol,
4- [
see
Chl
oro-
m-c
reso
l, p-
]
Chl
oroa
cetic
aci
d79
-11-
825
0014
2500
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
140
Sys
tem
ic T
oxic
ant
-Car
diov
ascu
lar
Chl
oroa
nilin
e, p
-10
6-47
-82.
528
2.5
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
280
Sys
tem
ic T
oxic
ant
-Spl
een
- 12
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Chl
orob
enze
ne10
8-90
-717
*17
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Liv
er
Chl
orob
enzi
late
510-
15-6
0.02
0.1
0.02
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
1
Car
cino
gen
-Bod
y W
eigh
t -C
arci
noge
n
Chl
oroe
than
e [s
ee E
thyl
chl
orid
e]
Chl
orof
orm
67-6
6-3
**70
**M
inim
um C
riter
ia70
0
Sys
tem
ic T
oxic
ant
-Car
cino
gen
-Liv
er
Chl
oro-
m-c
reso
l, p-
[or
Chl
oro-
3-m
ethy
lphe
nol,
4-]
59-5
0-7
100
6310
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia63
0
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Chl
orom
etha
ne [
see
Met
hyl c
hlor
ide]
Chl
oron
apht
hale
ne, b
eta-
91-5
8-7
1600
560
1600
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
5600
Sys
tem
ic T
oxic
ant
-Liv
er -R
espi
rato
ry
Chl
oron
itrob
enze
ne, p
-10
0-00
-511
01.
911
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia19
Car
cino
gen
-Car
cino
gen
Chl
orop
heno
l, 2-
95-5
7-8
130
3513
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
0
Sys
tem
ic T
oxic
ant
-Rep
rodu
ctiv
e
Chl
orop
heno
l, 3-
108-
43-0
170
0.1
170
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1
Org
anol
eptic
-Rep
rodu
ctiv
e
Chl
orop
heno
l, 4-
106-
48-9
180
0.1
180
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1
Org
anol
eptic
-Rep
rodu
ctiv
e
Chl
orop
icrin
76-0
6-2
7.3
Min
imum
Crit
eria
NA
NA
73
Org
anol
eptic
-Non
e S
peci
fied
Chl
orop
rene
[se
e C
hlor
o-1,
3-bu
tadi
ene]
Chl
orot
halo
nil
[or B
ravo
]18
97-4
5-6
0.8
3.2
0.8
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
32
Car
cino
gen
-Car
cino
gen
-Kid
ney
- 13
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Chl
orot
olue
ne, o
-95
-49-
839
014
039
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
00
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Chl
orot
olue
ne, p
-10
6-43
-414
0M
inim
um C
riter
iaN
AN
A14
00
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Chl
orpr
opha
m10
1-21
-319
014
0019
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
000
Sys
tem
ic T
oxic
ant
-Bon
e M
arro
w -K
idne
y -L
iver
-Spl
een
Chl
orpy
rifos
2921
-88-
20.
002
210.
002
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
210
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Chl
orpy
rifos
, met
hyl
5598
-13-
00.
0470
0.04
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
700
Sys
tem
ic T
oxic
ant
-Rep
rodu
ctiv
e
Chl
orsu
lfuro
n64
902-
72-3
1635
016
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3500
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Chr
omiu
m (h
exav
alen
t)18
540-
29-9
***
****
*-C
arci
noge
n -R
espi
rato
ry
Chr
omiu
m (t
otal
)N
OC
AS50
*11
Prim
ary
Stan
dard
***
(f)(f)
-Car
cino
gen
Chr
omiu
m (t
rival
ent)
1606
5-83
-152
0*
**To
xici
ty C
riter
ia**
*
(e)
-Non
e S
peci
fied
Chr
ysen
e21
8-01
-9**
4.8
**M
inim
um C
riter
ia48
Car
cino
gen
-Car
cino
gen
Cob
alt
7440
-48-
414
0M
inim
um C
riter
iaN
AN
A14
00
Sys
tem
ic T
oxic
ant
-Car
diov
ascu
lar -
Imm
unol
ogic
al -
Neu
rolo
gica
l -R
epro
duct
ive
Cop
per
7440
-50-
8**
***
Sec
onda
ry S
tand
ard
***
-Gas
troin
test
inal
Cop
per c
yani
de54
4-92
-335
Min
imum
Crit
eria
NA
NA
350
Sys
tem
ic T
oxic
ant
-Kid
ney
Cou
map
hos
56-7
2-4
0.00
41.
80.
004
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
18
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
- 14
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Cre
sol,
m-
[see
Met
hylp
heno
l, 3-
]
Cre
sol,
o- [
see
Met
hylp
heno
l, 2-
]
Cre
sol,
p- [
see
Met
hylp
heno
l, 4-
]
Cro
tona
ldeh
yde
123-
73-9
0.02
Min
imum
Crit
eria
NA
NA
0.2
Car
cino
gen
-Car
cino
gen
Cum
ene
[or I
sopr
opyl
ben
zene
]98
-82-
826
00.
826
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia8
Org
anol
eptic
-Adr
enal
s -K
idne
y
Cya
nazi
ne21
725-
46-2
5.5
0.04
5.5
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
0.4
Car
cino
gen
-Car
cino
gen
Cya
nide
, fre
e57
-12-
5**
***
Prim
ary
Stan
dard
***
-Neu
rolo
gica
l -Th
yroi
d
Cya
noge
n46
0-19
-528
0M
inim
um C
riter
iaN
AN
A28
00
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l -Th
yroi
d
Cya
noge
n ch
lorid
e [s
ee C
hlor
ine
cyan
ide]
Cyc
loat
e11
34-2
3-2
130
3513
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
0
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Cyc
lohe
xano
ne10
8-94
-126
000
3500
026
000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3500
00
Sys
tem
ic T
oxic
ant
Cyc
lohe
xyla
min
e10
8-91
-840
0014
0040
00M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
000
Sys
tem
ic T
oxic
ant
-Rep
rodu
ctiv
e
Cyh
alot
hrin
[or K
arat
e]68
085-
85-8
1835
18M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth35
0
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal
Cyp
erm
ethr
in52
315-
07-8
0.00
057#
0.00
05M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
- 15
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Dac
thal
[or
DC
PA
]18
61-3
2-1
310
7031
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
0
Sys
tem
ic T
oxic
ant
-Eye
-Kid
ney
-Liv
er -R
espi
rato
ry -T
hyro
id
Dal
apon
75-9
9-0
5000
*50
00P
rimar
y St
anda
rdTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-K
idne
y
DB
, 2,4
- [s
ee D
ichl
orop
heno
xy b
utyr
ic
acid
, 2,4
-]
DB
CP
, 1,2
- [se
e D
ibro
mo-
3-ch
loro
prop
ane,
1,2
-]
DC
PA
[se
e D
acth
al]
DD
D, 4
,4'-
[see
D
ichl
orod
iphe
nyld
ichl
oroe
than
e, p
,p']
DD
E, 4
,4'-
[see
D
ichl
orod
iphe
nyld
ichl
oroe
thyl
ene,
p,p
'-]
DD
T, 4
,4'-
[see
D
ichl
orod
iphe
nyltr
ichl
oroe
than
e, p
,p'-]
Dec
abro
mod
iphe
nyl e
ther
1163
-19-
57#
Min
imum
Crit
eria
NA
NA
70
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
DE
ET
134-
62-3
6300
Min
imum
Crit
eria
NA
NA
6300
0
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
DE
HP
[se
e Bi
s(2-
ethy
lhex
yl)p
htha
late
]
Dem
eton
8065
-48-
3**
0.3
**M
inim
um C
riter
ia3
Sys
tem
ic T
oxic
ant
-Eye
-Neu
rolo
gica
l
Dia
llate
2303
-16-
40.
6M
inim
um C
riter
iaN
AN
A6
Car
cino
gen
-Car
cino
gen
-Non
e S
peci
fied
Dia
zino
n33
3-41
-50.
002
6.3
0.00
2M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia63
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
- 16
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Dib
enz(
a,h)
anth
race
ne53
-70-
3**
0.00
5**
Min
imum
Crit
eria
0.05
Car
cino
gen
-Car
cino
gen
Dib
enzo
fura
n13
2-64
-967
2867
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
280
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Dib
rom
o-3-
chlo
ropr
opan
e, 1
,2-
[or
DB
CP
, 1,2
-]96
-12-
8*
Prim
ary
Stan
dard
NA
NA
***
-Car
cino
gen
-Rep
rodu
ctiv
e
Dib
rom
oben
zene
, 1,4
-10
6-37
-624
070
240
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
700
Sys
tem
ic T
oxic
ant
-Liv
er
Dib
rom
ochl
orom
etha
ne12
4-48
-1**
0.4
**M
inim
um C
riter
ia4
Car
cino
gen
-Car
cino
gen
-Liv
er
Dib
rom
oeth
ane,
1,2
- [o
r ED
B]
106-
93-4
13*
13P
rimar
y St
anda
rdTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-C
arci
noge
n -R
epro
duct
ive
Dib
utyl
pht
hala
te84
-74-
223
700
23M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
00
Sys
tem
ic T
oxic
ant
-Mor
talit
y
Dic
amba
1918
-00-
920
021
020
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
00
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal
Dic
hlor
oace
tic a
cid
79-4
3-6
1200
0.7
1200
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7
Car
cino
gen
-Car
cino
gen
-Liv
er -N
euro
logi
cal -
Rep
rodu
ctiv
e
Dic
hlor
oace
toni
trile
3018
-12-
05.
6#M
inim
um C
riter
iaN
AN
A56
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Dic
hlor
oben
zene
, 1,2
-95
-50-
199
*99
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Bod
y W
eigh
t
Dic
hlor
oben
zene
, 1,3
-54
1-73
-185
210
85M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
00
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Dic
hlor
oben
zene
, 1,4
-10
6-46
-73
*3
Prim
ary
Stan
dard
Hum
an H
ealth
Hum
an H
ealth
***
-Car
cino
gen
-Liv
er
Dic
hlor
oben
zidi
ne, 3
,3'-
91-9
4-1
0.03
0.08
0.03
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.8
Car
cino
gen
-Car
cino
gen
- 17
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Dic
hlor
oben
zoph
enon
e, 4
,4'-
90-9
8-2
1600
210
1600
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
2100
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Dic
hlor
odifl
uoro
met
hane
75-7
1-8
1400
Min
imum
Crit
eria
NA
NA
1400
0
Sys
tem
ic T
oxic
ant
-Liv
er
Dic
hlor
odip
heny
ldic
hlor
oeth
ane,
p,p
'-
[or D
DD
, 4,4
'-]72
-54-
80.
0003
0.1
0.00
03M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth1
Car
cino
gen
-Car
cino
gen
Dic
hlor
odip
heny
ldic
hlor
oeth
ylen
e,
p,p'
- [o
r DD
E, 4
,4'-]
72-5
5-9
0.00
020.
10.
0002
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
1
Car
cino
gen
-Car
cino
gen
Dic
hlor
odip
heny
ltric
hlor
oeth
ane,
p,p
'-
[or D
DT,
4,4
'-]50
-29-
3**
0.1
**M
inim
um C
riter
ia1
Car
cino
gen
-Car
cino
gen
-Liv
er
Dic
hlor
oeth
ane,
1,1
-75
-34-
370
#M
inim
um C
riter
iaN
AN
A70
0
Sys
tem
ic T
oxic
ant
-Kid
ney
Dic
hlor
oeth
ane,
1,2
- [o
r ED
C]
107-
06-2
37*
37P
rimar
y St
anda
rdH
uman
Hea
lthH
uman
Hea
lth**
*-C
arci
noge
n -N
one
Spe
cifie
d
Dic
hlor
oeth
ene,
1,1
-75
-35-
4**
***
Prim
ary
Stan
dard
***
-Liv
er
Dic
hlor
oeth
ene,
1,2
- (m
ixtu
re)
540-
59-0
7000
6370
00M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia63
0
Sys
tem
ic T
oxic
ant
-Blo
od -L
iver
Dic
hlor
oeth
ene,
cis
-1,2
-15
6-59
-2*
Prim
ary
Stan
dard
NA
NA
***
-Blo
od
Dic
hlor
oeth
ene,
tran
s-1,
2-15
6-60
-511
000
*11
000
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Blo
od -L
iver
Dic
hlor
ophe
nol,
2,3-
576-
24-9
560.
0456
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
0.4
Org
anol
eptic
-Imm
unol
ogic
al
Dic
hlor
ophe
nol,
2,4-
120-
83-2
130.
313
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3
Org
anol
eptic
-Imm
unol
ogic
al
Dic
hlor
ophe
nol,
2,5-
583-
78-8
900.
590
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
5
Org
anol
eptic
-Imm
unol
ogic
al
- 18
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Dic
hlor
ophe
nol,
2,6-
87-6
5-0
730.
273
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2
Org
anol
eptic
-Imm
unol
ogic
al
Dic
hlor
ophe
nol,
3,4-
95-7
7-2
610.
361
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3
Org
anol
eptic
-Imm
unol
ogic
al
Dic
hlor
ophe
noxy
ace
tic a
cid,
2,4
-94
-75-
780
*80
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Blo
od -K
idne
y -L
iver
Dic
hlor
ophe
noxy
but
yric
aci
d, 2
,4-
[or
DB
, 2,4
-]94
-82-
656
Min
imum
Crit
eria
NA
NA
560
Sys
tem
ic T
oxic
ant
-Blo
od -C
ardi
ovas
cula
r
Dic
hlor
opro
pane
, 1,2
-78
-87-
514
*14
Prim
ary
Stan
dard
Hum
an H
ealth
Hum
an H
ealth
***
-Car
cino
gen
-Nas
al
Dic
hlor
opro
pene
, 1,3
-54
2-75
-612
0.4
12M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia4
Car
cino
gen
-Car
cino
gen
-Gas
troin
test
inal
-Nas
al
Dic
hlor
prop
120-
36-5
4235
42M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
0
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Dic
hlor
vos
62-7
3-7
0.00
50.
10.
005
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1
Car
cino
gen
-Car
cino
gen
-Neu
rolo
gica
l
Dic
ofol
[or
Kel
than
e]11
5-32
-20.
006
0.08
0.00
6M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth0.
8
Car
cino
gen
-Adr
enal
s -C
arci
noge
n
Dic
roto
phos
[se
e B
idrin
]
Die
ldrin
60-5
7-1
**0.
002
**M
inim
um C
riter
ia0.
02
Car
cino
gen
-Car
cino
gen
-Liv
er
Die
thyl
pht
hala
te84
-66-
238
056
0038
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia56
000
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Die
thyl
ene
glyc
ol, m
onoe
thyl
eth
er11
1-90
-017
0000
1400
017
0000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
00
Sys
tem
ic T
oxic
ant
-Kid
ney
Die
thyl
stilb
estro
l56
-53-
10.
0000
07M
inim
um C
riter
iaN
AN
A0.
0000
7
Car
cino
gen
-Car
cino
gen
- 19
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Diis
opro
pyl m
ethy
lpho
spho
nate
1445
-75-
613
000
560
1300
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia56
00
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Dim
etho
ate
60-5
1-5
0.1
1.4
0.1
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
14
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Dim
etho
xybe
nzid
ine,
3,3
'-11
9-90
-42.
5M
inim
um C
riter
iaN
AN
A25
Car
cino
gen
-Car
cino
gen
Dim
ethr
in70
-38-
21.
121
001.
1M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
000
Sys
tem
ic T
oxic
ant
-Liv
er
Dim
ethy
lani
line,
2,4
-95
-68-
117
000.
0517
00M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia0.
5
Car
cino
gen
-Blo
od -C
arci
noge
n -S
plee
n
Dim
ethy
lani
line,
N,N
-12
1-69
-717
0014
1700
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
140
Sys
tem
ic T
oxic
ant
-Spl
een
Dim
ethy
lben
zidi
ne, 3
,3'-
119-
93-7
0.00
4M
inim
um C
riter
iaN
AN
A0.
04
Car
cino
gen
-Car
cino
gen
Dim
ethy
lform
amid
e, N
,N-
68-1
2-2
5000
070
050
000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7000
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
-Liv
er
Dim
ethy
lphe
nol,
2,4-
105-
67-9
160
140
160
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
Sys
tem
ic T
oxic
ant
-Blo
od -N
euro
logi
cal
Dim
ethy
lphe
nol,
2,6-
576-
26-1
560
4.2
560
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
42
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er -S
plee
n
Dim
ethy
lphe
nol,
3,4-
95-6
5-8
380
738
0M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth70
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er -S
plee
n
Dim
ethy
lpht
hala
te13
1-11
-314
0070
000
1400
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7000
00
Sys
tem
ic T
oxic
ant
-Kid
ney
Din
itrob
enze
ne, 1
,2- (
o)52
8-29
-030
2.8
30M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia28
Sys
tem
ic T
oxic
ant
-Spl
een
Din
itrob
enze
ne, 1
,3- (
m)
99-6
5-0
720.
772
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7
Sys
tem
ic T
oxic
ant
-Spl
een
- 20
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Din
itrob
enze
ne, 1
,4- (
p)10
0-25
-430
2.8
30M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia28
Sys
tem
ic T
oxic
ant
-Spl
een
Din
itro-
o-cy
cloh
exyl
phen
ol13
1-89
-514
Min
imum
Crit
eria
NA
NA
140
Sys
tem
ic T
oxic
ant
-Eye
Din
itrop
heno
l, 2,
4-51
-28-
53
143
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
140
Sys
tem
ic T
oxic
ant
-Eye
Din
itrot
olue
ne, 2
,4-
121-
14-2
**0.
05**
Min
imum
Crit
eria
0.5
Car
cino
gen
-Car
cino
gen
-Liv
er -N
euro
logi
cal
Din
itrot
olue
ne, 2
,6-
606-
20-2
0.7
0.05
0.7
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.5
Car
cino
gen
-Blo
od -C
arci
noge
n -K
idne
y -N
euro
logi
cal
Di-n
-oct
ylph
thal
ate
117-
84-0
140
Min
imum
Crit
eria
NA
NA
1400
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Din
oseb
88-8
5-7
5.9
*5.
9P
rimar
y St
anda
rdTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-D
evel
opm
enta
l
Dio
xane
, 1,4
-12
3-91
-112
03.
212
0M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth32
Car
cino
gen
-Car
cino
gen
Dio
xins
, as
tota
l 2,3
,7,8
-TC
DD
eq
uiva
lent
s17
46-0
1-6
0.00
0000
005
*0.
0000
0000
5P
rimar
y St
anda
rdH
uman
Hea
lthH
uman
Hea
lth**
*-C
arci
noge
n (c
)
Dip
hena
mid
957-
51-7
1600
210
1600
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2100
Sys
tem
ic T
oxic
ant
-Liv
er
Dip
heny
l [s
ee B
iphe
nyl,
1,1-
]
Dip
heny
lam
ine,
N,N
-12
2-39
-418
0M
inim
um C
riter
iaN
AN
A18
00
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Dip
heny
lhyd
razi
ne, 1
,2-
122-
66-7
0.2
0.04
0.2
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.4
Car
cino
gen
-Car
cino
gen
Diq
uat
85-0
0-7
1.5
*1.
5P
rimar
y St
anda
rdTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-E
ye
- 21
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Dis
ulfo
ton
298-
04-4
0.3
0.3
0.3
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Diu
ron
330-
54-1
814
8M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
0
Sys
tem
ic T
oxic
ant
-Blo
od
Dyr
ene
[see
Ani
lazi
ne]
ED
B [
see
Dib
rom
oeth
ane,
1,2
-]
ED
C [
see
Dic
hlor
oeth
ane,
1,2
-]
End
osul
fan
(alp
ha+b
eta+
sulfa
te)
115-
29-7
**42
**M
inim
um C
riter
ia42
0
Sys
tem
ic T
oxic
ant
-Car
diov
ascu
lar -
Kid
ney
End
otha
ll14
5-73
-311
0*
110
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Gas
troin
test
inal
End
rin72
-20-
8**
***
Prim
ary
Stan
dard
***
-Liv
er
EP
EG
[se
e Et
hylp
htha
lyl
ethy
lgly
cola
te]
Epi
chlo
rohy
drin
106-
89-8
130
3.5
130
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
35
Car
cino
gen
-Car
cino
gen
-Kid
ney
-Nas
al
EP
N [
see
Eth
yl p
-nitr
ophe
nyl
phen
ylph
osph
orot
hioa
te]
EP
TC [
see
Ethy
l di
prop
ylth
ioca
rbam
ate,
S-]
Eth
anol
64-1
7-5
1000
0M
inim
um C
riter
iaN
AN
A10
0000
Org
anol
eptic
-Dev
elop
men
tal
Eth
ion
563-
12-2
0.00
73.
50.
007
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
35
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
- 22
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Eth
opro
p13
194-
48-4
0.3
0.7
0.3
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Eth
oxye
than
ol a
ceta
te, 2
-11
1-15
-920
0021
0020
00M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
000
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal
Eth
oxye
than
ol, 2
-11
0-80
-528
00M
inim
um C
riter
iaN
AN
A28
000
Sys
tem
ic T
oxic
ant
-Rep
rodu
ctiv
e
Eth
yl a
ceta
te14
1-78
-663
0063
0063
00M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia63
000
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Eth
yl a
cryl
ate
140-
88-5
130
0.4
130
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
4
Org
anol
eptic
-Car
cino
gen
Eth
yl c
hlor
ide
[or C
hlor
oeth
ane]
75-0
0-3
12M
inim
um C
riter
iaN
AN
A12
0
Car
cino
gen
-Car
cino
gen
-Dev
elop
men
tal
Eth
yl d
ipro
pylth
ioca
rbam
ate,
S-
[or
EPTC
]75
9-94
-424
018
024
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia18
00
Sys
tem
ic T
oxic
ant
-Car
diov
ascu
lar
Eth
yl e
ther
60-2
9-7
1300
0075
013
0000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7500
Org
anol
eptic
-Bod
y W
eigh
t
Eth
yl m
etha
cryl
ate
97-6
3-2
630
Min
imum
Crit
eria
NA
NA
6300
Sys
tem
ic T
oxic
ant
-Kid
ney
Eth
yl p
-nitr
ophe
nyl
phen
ylph
osph
orot
hioa
te [
or E
PN
]21
04-6
4-5
0.02
0.07
0.02
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
0.7
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Eth
ylbe
nzen
e10
0-41
-461
0*
610
Sec
onda
ry S
tand
ard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Dev
elop
men
tal -
Kid
ney
-Liv
er
Eth
ylen
e di
amin
e10
7-15
-380
014
080
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
00
Sys
tem
ic T
oxic
ant
-Blo
od -C
ardi
ovas
cula
r
Eth
ylen
e gl
ycol
107-
21-1
1600
014
000
1600
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
0000
Sys
tem
ic T
oxic
ant
-Kid
ney
Eth
ylen
e ox
ide
75-2
1-8
4200
0.03
4200
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
0.3
Car
cino
gen
-Car
cino
gen
- 23
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Eth
ylen
e th
iour
ea [
or E
TU]
96-4
5-7
1300
0.3
1300
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3
Car
cino
gen
-Car
cino
gen
-Thy
roid
Eth
ylph
thal
yl e
thyl
glyc
olat
e [o
r EP
EG
]84
-72-
021
000
Min
imum
Crit
eria
NA
NA
2100
00
Sys
tem
ic T
oxic
ant
-Kid
ney
ETU
[se
e E
thyl
ene
thio
urea
]
Fam
phur
52-8
5-7
3.5
Min
imum
Crit
eria
NA
NA
35
Sys
tem
ic T
oxic
ant
-Blo
od
Fena
mip
hos
2222
4-92
-60.
21.
80.
2M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia18
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Fens
ulfo
thio
n11
5-90
-20.
51.
80.
5M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia18
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Fenv
aler
ate
[see
Pyd
rin]
Fluo
met
uron
2164
-17-
219
091
190
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
910
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Fluo
rant
hene
206-
44-0
0.3
280
0.3
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2800
Sys
tem
ic T
oxic
ant
-Blo
od -K
idne
y -L
iver
Fluo
rene
86-7
3-7
3028
030
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2800
Sys
tem
ic T
oxic
ant
-Blo
od
Fluo
ride
7782
-41-
4**
***
Sec
onda
ry S
tand
ard
***
-Tee
th m
ottli
ng
Fluo
ridon
e59
756-
60-4
110
560
110
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
5600
Sys
tem
ic T
oxic
ant
-Kid
ney
-Rep
rodu
ctiv
e
Fono
fos
944-
22-9
0.1
140.
1M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
0
Sys
tem
ic T
oxic
ant
-Liv
er -N
euro
logi
cal
Form
alde
hyde
50-0
0-0
110
600
110
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
6000
Org
anol
eptic
-Car
cino
gen
-Gas
troin
test
inal
- 24
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Form
ic a
cid
64-1
8-6
4500
1400
045
00M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
0000
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Fura
n11
0-00
-97
Min
imum
Crit
eria
NA
NA
70
Sys
tem
ic T
oxic
ant
-Liv
er
Furfu
ral
98-0
1-1
650
2165
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
0
Sys
tem
ic T
oxic
ant
-Liv
er -N
asal
Gly
cida
ldeh
yde
765-
34-4
2.8
Min
imum
Crit
eria
NA
NA
28
Sys
tem
ic T
oxic
ant
-Adr
enal
s -B
lood
-Kid
ney
Gly
phos
ate
[or R
ound
up]
1071
-83-
612
0*
120
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Kid
ney
Gro
ss a
lpha
radi
atio
n14
127-
62-9
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n
Gut
hion
[or
Met
hyl a
zinp
hos]
86-5
0-0
**11
**M
inim
um C
riter
ia11
0
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Hep
tach
lor
76-4
4-8
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -L
iver
Hep
tach
lor e
poxi
de10
24-5
7-3
0.00
004
*0.
0000
4P
rimar
y St
anda
rdH
uman
Hea
lthH
uman
Hea
lth**
*-C
arci
noge
n -L
iver
Hex
achl
oro-
1,3-
buta
dien
e87
-68-
3**
0.4
**M
inim
um C
riter
ia4
Car
cino
gen
-Car
cino
gen
-Kid
ney
Hex
achl
orob
enze
ne11
8-74
-10.
0003
*0.
0003
Prim
ary
Stan
dard
Hum
an H
ealth
Hum
an H
ealth
***
-Car
cino
gen
-Liv
er
Hex
achl
oroc
yclo
hexa
ne, a
lpha
- [o
r B
HC
, alp
ha-]
319-
84-6
0.00
50.
006
0.00
5M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth0.
06
Car
cino
gen
-Car
cino
gen
Hex
achl
oroc
yclo
hexa
ne, b
eta-
[B
HC
, be
ta-]
319-
85-7
**0.
02**
Min
imum
Crit
eria
0.2
Car
cino
gen
-Car
cino
gen
Hex
achl
oroc
yclo
hexa
ne, d
elta
- [o
r B
HC
, del
ta-]
319-
86-8
2.1
Min
imum
Crit
eria
NA
NA
21
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
- 25
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Hex
achl
oroc
yclo
hexa
ne, g
amm
a- [
or
Lind
ane
or B
HC
, gam
ma-
]58
-89-
9**
***
Prim
ary
Stan
dard
***
-Car
cino
gen
-Kid
ney
-Liv
er
Hex
achl
oroc
yclo
hexa
ne, t
echn
ical
[ o
r B
HC
, tec
hnic
al]
608-
73-1
0.02
0.02
0.02
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
0.2
Car
cino
gen
-Car
cino
gen
Hex
achl
oroc
yclo
pent
adie
ne77
-47-
43
*3
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Gas
troin
test
inal
Hex
achl
orod
iben
zo-p
-dio
xin
(mix
ture
)19
408-
74-3
0.00
0006
Min
imum
Crit
eria
NA
NA
0.00
006
Car
cino
gen
-Car
cino
gen
Hex
achl
oroe
than
e67
-72-
13.
32.
53.
3M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth25
Car
cino
gen
-Car
cino
gen
-Kid
ney
Hex
achl
orop
hene
70-3
0-4
1.1
2.1
1.1
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
21
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Hex
ahyd
ro-1
,3,5
-trin
itro-
1,3,
5-tri
azin
e
[or R
DX]
121-
82-4
180
0.3
180
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3
Car
cino
gen
-Car
cino
gen
-Rep
rodu
ctiv
e
Hex
ane,
n-
110-
54-3
3400
634
00M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia60
Org
anol
eptic
-Neu
rolo
gica
l
Hex
anon
e, 2
- [o
r Met
hyl b
utyl
ket
one]
591-
78-6
280
Min
imum
Crit
eria
NA
NA
2800
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Hex
azin
one
5123
5-04
-225
000
230
2500
0M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth23
00
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
HM
X [
see
Oct
ahyd
ro-1
,3,5
,7-te
trani
tro-
tetra
zoci
ne]
Hyd
roge
n cy
anid
e (a
s C
yani
de)
74-9
0-8
3.5
140
3.5
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l -Th
yroi
d
Hyd
roge
n su
lfide
7783
-06-
40.
121
0.1
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
210
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
-Nas
al
Hyd
roqu
inon
e12
3-31
-94.
528
04.
5M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia28
00
Sys
tem
ic T
oxic
ant
-Blo
od
- 26
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Inde
no(1
,2,3
-cd)
pyre
ne19
3-39
-5**
0.05
**M
inim
um C
riter
ia0.
5
Car
cino
gen
-Car
cino
gen
Ipro
dion
e36
734-
19-7
150
280
150
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2800
Sys
tem
ic T
oxic
ant
-Blo
od
Iron
7439
-89-
6**
***
Sec
onda
ry S
tand
ard
***
-Gas
troin
test
inal
Isob
utyl
alc
ohol
78-8
3-1
4700
021
0047
000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2100
0
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Isop
horo
ne78
-59-
165
037
650
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
370
Car
cino
gen
-Car
cino
gen
-Non
e S
peci
fied
Isop
ropy
l ben
zene
[se
e C
umen
e]
Kel
than
e [s
ee D
icof
ol]
Kep
one
143-
50-0
0.00
4M
inim
um C
riter
iaN
AN
A0.
04
Car
cino
gen
-Car
cino
gen
Lead
7439
-92-
1**
***
Prim
ary
Stan
dard
***
-Neu
rolo
gica
l
Lim
onen
e13
8-86
-370
0M
inim
um C
riter
iaN
AN
A70
00
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Lind
ane
[see
Hex
achl
oroc
yclo
hexa
ne,
gam
ma-
]
Linu
ron
330-
55-2
451.
4#45
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
14
Sys
tem
ic T
oxic
ant
-Blo
od
Lith
ium
7439
-93-
214
0M
inim
um C
riter
iaN
AN
A14
00
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Mal
athi
on12
1-75
-5**
140
**M
inim
um C
riter
ia14
00
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
- 27
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Mal
eic
anhy
drid
e10
8-31
-670
0M
inim
um C
riter
iaN
AN
A70
00
Sys
tem
ic T
oxic
ant
-Kid
ney
Mal
eic
hydr
azid
e12
3-33
-175
035
0075
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
000
Sys
tem
ic T
oxic
ant
-Kid
ney
Man
coze
b80
18-0
1-7
3.5
210
3.5
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2100
Sys
tem
ic T
oxic
ant
-Thy
roid
Man
eb12
427-
38-2
5.5
355.
5M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
0
Sys
tem
ic T
oxic
ant
-Thy
roid
Man
gane
se74
39-9
6-5
50S
econ
dary
Sta
ndar
dN
AN
A50
0-N
euro
logi
cal
MC
PA [
see
Met
hyl-4
-chl
orop
heno
xy
acet
ic a
cid,
2- ]
MC
PP
[se
e Pr
opio
nic
acid
, 2-(2
-m
ethy
l-4-c
hlor
ophe
noxy
)]
Mer
curic
chl
orid
e (a
s M
ercu
ry)
7487
-94-
70.
050.
2#0.
05M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia2
Sys
tem
ic T
oxic
ant
-Imm
unol
ogic
al -K
idne
y
Mer
cury
7439
-97-
6**
***
Prim
ary
Stan
dard
***
-Neu
rolo
gica
l
Mer
cury
, met
hyl-
[see
Met
hylm
ercu
ry]
Mer
phos
150-
50-5
0.2
Min
imum
Crit
eria
NA
NA
2
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Mer
phos
oxi
de78
-48-
80.
20.
20.
2M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia2
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Met
alax
yl57
837-
19-1
3742
037
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
4200
Sys
tem
ic T
oxic
ant
-Blo
od -L
iver
-Neu
rolo
gica
l
Met
hacr
ylon
itrile
126-
98-7
0.7
Min
imum
Crit
eria
NA
NA
7
Sys
tem
ic T
oxic
ant
-Liv
er
- 28
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Met
ham
idop
hos
1026
5-92
-60.
0000
10.
40.
0000
1M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia4
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Met
hano
l67
-56-
145
000
3500
4500
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
000
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal -
Eye
-Neu
rolo
gica
l
Met
hida
thio
n95
0-37
-80.
030.
7#0.
03M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia7
Sys
tem
ic T
oxic
ant
-Liv
er
Met
hom
yl16
752-
77-5
118
01
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1800
Sys
tem
ic T
oxic
ant
-Kid
ney
-Spl
een
Met
hoxy
-5-n
itroa
nilin
e, 2
-99
-59-
20.
8M
inim
um C
riter
iaN
AN
A8
Car
cino
gen
-Car
cino
gen
Met
hoxy
chlo
r72
-43-
5**
***
Prim
ary
Stan
dard
***
-Dev
elop
men
tal -
Rep
rodu
ctiv
e
Met
hoxy
etha
nol,
2-10
9-86
-47
Min
imum
Crit
eria
NA
NA
70
Sys
tem
ic T
oxic
ant
-Rep
rodu
ctiv
e
Met
hyl a
ceta
te79
-20-
930
00M
inim
um C
riter
iaN
AN
A30
000
Org
anol
eptic
-Liv
er
Met
hyl a
cryl
ate
96-3
3-3
210
Min
imum
Crit
eria
NA
NA
2100
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Met
hyl a
zinp
hos
[see
Gut
hion
]
Met
hyl b
rom
ide
[see
Bro
mom
etha
ne]
Met
hyl b
utyl
ket
one
[see
Hex
anon
e, 2
-]
Met
hyl c
hlor
ide
[or C
hlor
omet
hane
]74
-87-
3**
2.7
**M
inim
um C
riter
ia27
Car
cino
gen
-Car
cino
gen
-Neu
rolo
gica
l
Met
hyl c
hlor
ofor
m [
see
Tric
hlor
oeth
ane,
1,1
,1-]
- 29
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Met
hyl e
thyl
ket
one
[or B
utan
one,
2-]
78-9
3-3
1200
0042
0012
0000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
4200
0
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal
Met
hyl i
sobu
tyl k
eton
e [o
r MIB
K]
108-
10-1
2300
056
023
000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
5600
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Met
hyl m
etha
cryl
ate
80-6
2-6
6500
2565
00M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia25
0
Org
anol
eptic
-Nas
al
Met
hyl p
arat
hion
[or
Par
athi
on, m
ethy
l]29
8-00
-00.
011.
80.
01M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia18
Sys
tem
ic T
oxic
ant
-Blo
od -N
euro
logi
cal
Met
hyl t
ert-b
utyl
eth
er [
or M
TBE
]16
34-0
4-4
3400
020
3400
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia20
0
Org
anol
eptic
-Eye
-Kid
ney
-Liv
er
Met
hyl-4
-chl
orop
heno
xy a
cetic
aci
d,
2- [
or M
CP
A]
94-7
4-6
723.
572
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
35
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Met
hyl-5
-nitr
oani
line,
2-
99-5
5-8
1.1
Min
imum
Crit
eria
NA
NA
11
Car
cino
gen
-Car
cino
gen
Met
hyla
nilin
e, 2
-95
-53-
426
0.1
26M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia1
Car
cino
gen
-Car
cino
gen
Met
hyle
ne b
is(2
-chl
oroa
nilin
e), 4
,4-
101-
14-4
0.3
Min
imum
Crit
eria
NA
NA
3
Car
cino
gen
-Car
cino
gen
-Liv
er -B
ladd
er
Met
hyle
ne b
rom
ide
74-9
5-3
70M
inim
um C
riter
iaN
AN
A70
0
Sys
tem
ic T
oxic
ant
-Blo
od
Met
hyle
ne c
hlor
ide
75-0
9-2
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -L
iver
Met
hylm
ercu
ry [
or M
ercu
ry, m
ethy
l]22
967-
92-6
0.07
#M
inim
um C
riter
iaN
AN
A0.
7
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Met
hyln
apht
hale
ne, 1
-90
-12-
095
2895
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
280
Sys
tem
ic T
oxic
ant
-Nas
al
Met
hyln
apht
hale
ne, 2
-91
-57-
630
2830
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
280
Sys
tem
ic T
oxic
ant
-Nas
al
- 30
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Met
hylp
heno
l, 2-
[or
Cre
sol,
o-]
95-4
8-7
250
35#
250
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
350
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Met
hylp
heno
l, 3-
[or
Cre
sol,
m-]
108-
39-4
450
35#
450
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
350
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Met
hylp
heno
l, 4-
[or
Cre
sol,
p-]
106-
44-5
703.
5#70
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
35
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l -R
espi
rato
ry
Met
olac
hlor
5121
8-45
-21.
111
0#1.
1M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia11
00
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Met
ribuz
in21
087-
64-9
6418
064
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1800
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Met
sulfu
ron,
met
hyl
[see
Ally
]
Mev
inph
os77
86-3
4-7
0.05
1.8
0.05
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
18
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
MIB
K [
see
Met
hyl i
sobu
tyl k
eton
e]
Mire
x23
85-8
5-5
**1.
4**
Min
imum
Crit
eria
14
Sys
tem
ic T
oxic
ant
-Liv
er -T
hyro
id
Mol
inat
e22
12-6
7-1
1714
17M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
0
Sys
tem
ic T
oxic
ant
-Rep
rodu
ctiv
e
Mol
ybde
num
7439
-98-
735
Min
imum
Crit
eria
NA
NA
350
Sys
tem
ic T
oxic
ant
-Gou
t
MTB
E [
see
Met
hyl t
ert-b
utyl
eth
er]
Nal
ed30
0-76
-50.
0214
0.02
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
140
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Nap
htha
lene
91-2
0-3
2614
#26
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
140
Sys
tem
ic T
oxic
ant
-Nas
al
- 31
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Nap
hthy
lam
ine,
2-
91-5
9-8
0.00
03M
inim
um C
riter
iaN
AN
A0.
003
Car
cino
gen
-Car
cino
gen
Nap
ropa
mid
e15
299-
99-7
210
700
210
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
7000
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Nic
kel
7440
-02-
0**
***
Prim
ary
Stan
dard
***
-Bod
y W
eigh
t
Nic
kel s
ubsu
lfide
1203
5-72
-2**
***
Prim
ary
Stan
dard
***
-Car
cino
gen
Nitr
ate
1479
7-55
-8*
Prim
ary
Stan
dard
NA
NA
***
-Blo
od
Nitr
ate+
Nitr
iteN
OC
AS*
Prim
ary
Stan
dard
NA
NA
***
-Blo
od
Nitr
ite14
797-
65-0
*P
rimar
y St
anda
rdN
AN
A**
*-B
lood
Nitr
oani
line,
m-
99-0
9-2
1.7
Min
imum
Crit
eria
NA
NA
17
Car
cino
gen
-Blo
od -C
arci
noge
n
Nitr
oani
line,
o-
88-7
4-4
21M
inim
um C
riter
iaN
AN
A21
0
Sys
tem
ic T
oxic
ant
-Blo
od
Nitr
oani
line,
p-
100-
01-6
1200
1.7
1200
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
17
Car
cino
gen
-Blo
od -C
arci
noge
n
Nitr
oben
zene
98-9
5-3
903.
590
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
35
Sys
tem
ic T
oxic
ant
-Adr
enal
s -B
lood
-Kid
ney
-Liv
er
Nitr
ophe
nol,
4-10
0-02
-755
5655
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
560
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Nitr
oso-
di-e
thyl
amin
e, N
-55
-18-
50.
008
0.00
020.
008
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.00
2
Car
cino
gen
-Car
cino
gen
Nitr
oso-
dim
ethy
lam
ine,
N-
62-7
5-9
30.
0007
3M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth0.
007
Car
cino
gen
-Car
cino
gen
- 32
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Nitr
oso-
di-n
-but
ylam
ine,
N-
924-
16-3
0.04
0.00
60.
04M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth0.
06
Car
cino
gen
-Car
cino
gen
Nitr
oso-
di-n
-pro
pyla
min
e, N
-62
1-64
-70.
50.
005
0.5
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.05
Car
cino
gen
-Car
cino
gen
Nitr
oso-
diph
enyl
amin
e, N
-86
-30-
66
7.1
6M
inim
um C
riter
iaH
uman
Hea
lthH
uman
Hea
lth71
Car
cino
gen
-Car
cino
gen
Nitr
oso-
N-m
ethy
leth
ylam
ine,
N-
1059
5-95
-60.
060.
002
0.06
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.02
Car
cino
gen
-Car
cino
gen
Nitr
osop
yrro
lidin
e, N
-93
0-55
-20.
02M
inim
um C
riter
iaN
AN
A0.
2
Car
cino
gen
-Car
cino
gen
Nitr
otol
uene
, m-
99-0
8-1
380
140
380
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
Sys
tem
ic T
oxic
ant
-Spl
een
Nitr
otol
uene
, o-
88-7
2-2
550
7055
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
0
Sys
tem
ic T
oxic
ant
-Spl
een
Nitr
otol
uene
, p-
99-9
9-0
550
7055
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
0
Sys
tem
ic T
oxic
ant
-Spl
een
Non
ylph
enol
2515
4-52
-31.
48.
45.
9M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia84
Sys
tem
ic T
oxic
ant
-Kid
ney
Nor
flura
zon
2731
4-13
-228
0M
inim
um C
riter
iaN
AN
A28
00
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er -T
hyro
id
Oct
ahyd
ro-1
,3,5
,7-te
trani
tro-
tetra
zoci
ne [
or H
MX
]26
91-4
1-0
1300
350
1300
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3500
Sys
tem
ic T
oxic
ant
-Blo
od -L
iver
Oct
amet
hylp
yrop
hosp
hora
mid
e15
2-16
-914
Min
imum
Crit
eria
NA
NA
140
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Ory
zalin
1904
4-88
-335
#M
inim
um C
riter
iaN
AN
A35
0
Sys
tem
ic T
oxic
ant
-Adr
enal
s -B
lood
-Kid
ney
-Liv
er
Oxa
diaz
on19
666-
30-9
4435
44M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
0
Sys
tem
ic T
oxic
ant
-Liv
er
- 33
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Oxa
myl
2313
5-22
-08.
5*
8.5
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Bod
y W
eigh
t
Par
aqua
t19
10-4
2-5
473.
2#47
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
32
Sys
tem
ic T
oxic
ant
-Res
pira
tory
Para
thio
n56
-38-
2**
4.2#
**M
inim
um C
riter
ia42
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Par
athi
on, m
ethy
l [s
ee M
ethy
l pa
rath
ion]
PC
Bs
[or A
rocl
or m
ixtu
re]
1336
-36-
3**
***
Prim
ary
Stan
dard
***
-Car
cino
gen
-Imm
unol
ogic
al
PC
E [
see
Tetra
chlo
roet
hene
]
Peb
ulat
e11
14-7
1-2
310
350
310
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3500
Sys
tem
ic T
oxic
ant
-Blo
od
Pen
dim
etha
lin40
487-
42-1
1028
010
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2800
Sys
tem
ic T
oxic
ant
-Liv
er
Pen
tach
loro
benz
ene
608-
93-5
1.7
5.6
1.7
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
56
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Pen
tach
loro
nitro
benz
ene
82-6
8-8
0.02
0.1
0.02
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
1
Car
cino
gen
-Car
cino
gen
-Liv
er
Pen
tach
loro
phen
ol87
-86-
5**
***
Prim
ary
Stan
dard
***
-Car
cino
gen
-Kid
ney
-Liv
er
Per
chlo
rate
7601
-90-
34
Min
imum
Crit
eria
NA
NA
40
Sys
tem
ic T
oxic
ant
-Thy
roid
Per
met
hrin
5264
5-53
-10.
001
350
0.00
1M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
00
Sys
tem
ic T
oxic
ant
-Liv
er
Phe
nant
hren
e85
-01-
8**
210
**M
inim
um C
riter
ia21
00
Sys
tem
ic T
oxic
ant
-Kid
ney
- 34
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Phe
nmed
ipha
m [
or B
etan
al]
1368
4-63
-420
018
0020
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia18
000
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Phe
nol
108-
95-2
6.5
106.
5M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia10
0
Org
anol
eptic
-Dev
elop
men
tal
Phe
nyle
nedi
amin
e, m
-10
8-45
-242
Min
imum
Crit
eria
NA
NA
420
Sys
tem
ic T
oxic
ant
-Liv
er
Phe
nyle
nedi
amin
e, p
-10
6-50
-313
00M
inim
um C
riter
iaN
AN
A13
000
Sys
tem
ic T
oxic
ant
-Who
le B
ody
Phe
nylp
heno
l, 2-
90-4
3-7
3618
36M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia18
0
Car
cino
gen
-Car
cino
gen
Pho
rate
298-
02-2
0.00
51.
40.
005
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
14
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Pho
smet
732-
11-6
0.1
140
0.1
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
Sys
tem
ic T
oxic
ant
-Liv
er -N
euro
logi
cal
Pho
sphi
ne78
03-5
1-2
2.1
Min
imum
Crit
eria
NA
NA
21
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Pht
halic
anh
ydrid
e85
-44-
914
000
Min
imum
Crit
eria
NA
NA
1400
00
Sys
tem
ic T
oxic
ant
-Kid
ney
-Nas
al -R
espi
rato
ry
Pic
lora
m19
18-0
2-1
70*
70P
rimar
y St
anda
rdTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-L
iver
Pol
ychl
orin
ated
dib
enzo
-p-d
ioxi
ns
[see
Dio
xins
]
Pol
ycyc
lic A
rom
atic
Hyd
roca
rbon
s (P
AHs)
****
-Var
ious
End
poin
ts
Pot
assi
um c
yani
de15
1-50
-85.
535
05.
5M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
00
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l -Th
yroi
d
Pro
flura
lin26
399-
36-0
42M
inim
um C
riter
iaN
AN
A42
0
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
- 35
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Pro
met
on16
10-1
8-0
600
110
600
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1100
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Pro
met
ryn
7287
-19-
621
2821
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
280
Sys
tem
ic T
oxic
ant
-Bon
e M
arro
w -K
idne
y -L
iver
Pro
nam
ide
2395
0-58
-553
#M
inim
um C
riter
iaN
AN
A53
0
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Pro
pach
lor
1918
-16-
712
9112
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
910
Sys
tem
ic T
oxic
ant
-Liv
er
Pro
pani
l70
9-98
-820
3520
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
350
Sys
tem
ic T
oxic
ant
-Spl
een
Pro
parg
ite23
12-3
5-8
1.6
140
1.6
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Pro
pazi
ne13
9-40
-219
014
#19
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia14
0
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Pro
pham
122-
42-9
500
140
500
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Pro
pico
nazo
le60
207-
90-1
2691
26M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia91
0
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
Prop
ioni
c ac
id, 2
-(2-m
ethy
l-4-
chlo
roph
enox
y) [
or M
CP
P]
93-6
5-2
7M
inim
um C
riter
iaN
AN
A70
Sys
tem
ic T
oxic
ant
-Kid
ney
Prop
oxur
[se
e Ba
ygon
]
Pro
pyle
ne g
lyco
l57
-55-
636
000
1400
0036
000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
000
Sys
tem
ic T
oxic
ant
-Blo
od -B
one
Mar
row
Pro
pyle
ne g
lyco
l mon
omet
hyl e
ther
107-
98-2
4900
Min
imum
Crit
eria
NA
NA
4900
0
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er -N
euro
logi
cal
Pro
pyle
ne o
xide
75-5
6-9
0.1
Min
imum
Crit
eria
NA
NA
1
Car
cino
gen
-Car
cino
gen
-Nas
al -R
espi
rato
ry
- 36
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Pyd
rin [o
r Fen
vale
rate
]51
630-
58-1
0.00
0418
00.
0004
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1800
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Pyr
ene
129-
00-0
0.3
210
0.3
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2100
Sys
tem
ic T
oxic
ant
-Kid
ney
Pyr
idin
e11
0-86
-113
007
1300
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
70
Sys
tem
ic T
oxic
ant
-Liv
er
Qui
nolin
e91
-22-
50.
01M
inim
um C
riter
iaN
AN
A0.
1
Car
cino
gen
-Car
cino
gen
Rad
ium
, 226
and
228
(com
bine
d)74
40-1
4-4
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n
RD
X [
see
Hex
ahyd
ro-1
,3,5
-trin
itro-
1,3,
5-tri
azin
e]
Res
met
hrin
1045
3-86
-80.
003
210
0.00
3M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
00
Sys
tem
ic T
oxic
ant
-Rep
rodu
ctiv
e
Ron
nel
299-
84-3
0.06
350
0.06
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3500
Sys
tem
ic T
oxic
ant
-Liv
er
Rot
enon
e83
-79-
40.
128
0.1
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
280
Sys
tem
ic T
oxic
ant
-Dev
elop
men
tal
Rou
ndup
[se
e G
lyph
osat
e]
Sel
enio
us a
cid
(as
Sel
eniu
m)
7783
-00-
840
3540
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
350
Sys
tem
ic T
oxic
ant
-Hai
r Los
s -N
euro
logi
cal -
Skin
Sel
eniu
m77
82-4
9-2
***
**P
rimar
y St
anda
rd**
*-H
air L
oss
-Neu
rolo
gica
l -Sk
in
Sevi
n [s
ee C
arba
ryl]
Silv
er74
40-2
2-4
0.4
***
Sec
onda
ry S
tand
ard
Toxi
city
Crit
eria
***
(e)
-Ski
n
- 37
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Silv
ex [
see
Tric
hlor
ophe
noxy
pr
opio
nic
acid
]
Sim
azin
e12
2-34
-97.
3*
7.3
Prim
ary
Stan
dard
Hum
an H
ealth
Hum
an H
ealth
***
-Blo
od -C
arci
noge
n
Sod
ium
7440
-23-
5*
Prim
ary
Stan
dard
NA
NA
***
-Non
e S
peci
fied
Sod
ium
chl
orite
[se
e C
hlor
ite (s
odiu
m
salt)
]
Sodi
um c
yani
de (a
s C
yani
de)
143-
33-9
3.8
280
3.8
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2800
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Stro
ntiu
m74
40-2
4-6
4200
Min
imum
Crit
eria
NA
NA
4200
0
Sys
tem
ic T
oxic
ant
-Bon
e
Stry
chni
ne57
-24-
938
2.1
38M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
Sys
tem
ic T
oxic
ant
-Mor
talit
y
Sty
rene
100-
42-5
460
*46
0P
rimar
y St
anda
rdTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-B
lood
-Liv
er -N
euro
logi
cal
Sul
fate
1480
8-79
-8*
Sec
onda
ry S
tand
ard
NA
NA
***
-Non
e S
peci
fied
TCD
D, 2
,3,7
,8-
[see
Dio
xins
, as
tota
l 2,
3,7,
8-TC
DD
equ
ival
ents
]
TCE
[se
e Tr
ichl
oroe
then
e]
TCM
TB [s
ee T
hioc
yano
met
hylth
io-
benz
othi
azol
e, 2
-]
TDS
[se
e To
tal d
isso
lved
sol
ids]
Tebu
thiu
ron
3401
4-18
-131
049
031
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia49
00
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
- 38
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Tem
epho
s33
83-9
6-8
0.00
214
00.
002
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
1400
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Tem
ik [
see
Ald
icar
b]
Terb
acil
5902
-51-
225
0091
2500
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
910
Sys
tem
ic T
oxic
ant
-Liv
er -T
hyro
id
Terb
ufos
1307
1-79
-90.
010.
20.
01M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia2
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Terb
utry
n88
6-50
-03.
17
3.1
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
70
Sys
tem
ic T
oxic
ant
-Blo
od
Tetra
chlo
robe
nzen
e, 1
,2,4
,5-
95-9
4-3
1.6
2.1
1.6
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
21
Sys
tem
ic T
oxic
ant
-Kid
ney
Tetra
chlo
roet
hane
, 1,1
,1,2
-63
0-20
-61.
3M
inim
um C
riter
iaN
AN
A13
Car
cino
gen
-Car
cino
gen
-Kid
ney
-Liv
er
Tetra
chlo
roet
hane
, 1,1
,2,2
-79
-34-
5**
0.2
**M
inim
um C
riter
ia2
Car
cino
gen
-Car
cino
gen
-Liv
er
Tetra
chlo
roet
hene
[or
PC
E]
127-
18-4
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -L
iver
Tetra
chlo
roph
enol
, 2,3
,4,6
-58
-90-
24.
521
04.
5M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
00
Sys
tem
ic T
oxic
ant
-Liv
er
Tetra
ethy
l dith
iopy
roph
osph
ate
3689
-24-
50.
013.
50.
01M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia35
Sys
tem
ic T
oxic
ant
-Bon
e M
arro
w -N
euro
logi
cal
Thal
lium
7440
-28-
0**
***
Prim
ary
Stan
dard
***
-Hai
r Los
s -L
iver
Thal
lium
sul
fate
(as
Thal
lium
)74
46-1
8-6
260.
626
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
6
Sys
tem
ic T
oxic
ant
-Blo
od -H
air L
oss
-Liv
er
Thio
benc
arb
2824
9-77
-670
Min
imum
Crit
eria
NA
NA
700
Sys
tem
ic T
oxic
ant
-Kid
ney
- 39
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Thio
cyan
omet
hylth
io-b
enzo
thia
zole
, 2-
[or T
CM
TB]
2156
4-17
-00.
42.
8#0.
4M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia28
Sys
tem
ic T
oxic
ant
-Gas
troin
test
inal
Thira
m13
7-26
-80.
235
0.2
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
350
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Tin
7440
-31-
542
00M
inim
um C
riter
iaN
AN
A42
000
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er
Tita
nium
Dio
xide
1346
3-67
-728
000
Min
imum
Crit
eria
NA
NA
2800
00
Sys
tem
ic T
oxic
ant
Tolu
ene
108-
88-3
480
*48
0S
econ
dary
Sta
ndar
dTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-K
idne
y -L
iver
-Neu
rolo
gica
l
Tolu
ene-
2,4-
diam
ine
95-8
0-7
0.01
Min
imum
Crit
eria
NA
NA
0.1
Car
cino
gen
-Car
cino
gen
Tolu
idin
e, p
-10
6-49
-00.
2M
inim
um C
riter
iaN
AN
A2
Car
cino
gen
-Car
cino
gen
Tota
l dis
solv
ed s
olid
s [o
r TD
S]
C-0
10*
Sec
onda
ry S
tand
ard
NA
NA
***
-Non
e S
peci
fied
Toxa
phen
e80
01-3
5-2
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -D
evel
opm
enta
l
Tria
llate
2303
-17-
565
9165
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
910
Sys
tem
ic T
oxic
ant
-Liv
er -S
plee
n
Trib
utyl
tin o
xide
56-3
5-9
0.05
2.1
0.05
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
21
Sys
tem
ic T
oxic
ant
-Imm
unol
ogic
al
Tric
hlor
o-1,
2,2-
triflu
oroe
than
e, 1
,1,2
- [o
r CFC
113
]76
-13-
121
0000
Min
imum
Crit
eria
NA
NA
2100
000
Sys
tem
ic T
oxic
ant
-Neu
rolo
gica
l
Tric
hlor
oace
tic a
cid
76-0
3-9
1000
009.
110
0000
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
91
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Tric
hlor
oben
zene
, 1,2
,3-
87-6
1-6
8570
85M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
0
Sys
tem
ic T
oxic
ant
-Adr
enal
s
- 40
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Tric
hlor
oben
zene
, 1,2
,4-
120-
82-1
23*
23P
rimar
y St
anda
rdTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-A
dren
als
Tric
hlor
oben
zene
, 1,3
,5-
108-
70-3
40M
inim
um C
riter
iaN
AN
A40
0
Sys
tem
ic T
oxic
ant
-Non
e S
peci
fied
Tric
hlor
oeth
ane,
1,1
,1-
[or M
ethy
l ch
loro
form
]71
-55-
627
0*
270
Prim
ary
Stan
dard
Toxi
city
Crit
eria
Toxi
city
Crit
eria
***
-Non
e S
peci
fied
Tric
hlor
oeth
ane,
1,1
,2-
79-0
0-5
16*
16P
rimar
y St
anda
rdH
uman
Hea
lthH
uman
Hea
lth**
*-C
arci
noge
n -L
iver
Tric
hlor
oeth
ene
[or T
CE]
79-0
1-6
***
**P
rimar
y St
anda
rd**
*-C
arci
noge
n -N
one
Spe
cifie
d
Tric
hlor
oflu
orom
etha
ne75
-69-
421
00M
inim
um C
riter
iaN
AN
A21
000
Sys
tem
ic T
oxic
ant
-Car
diov
ascu
lar -
Kidn
ey -R
espi
rato
ry
Tric
hlor
ophe
nol,
2,4,
5-95
-95-
423
123
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
10
Org
anol
eptic
-Kid
ney
-Liv
er
Tric
hlor
ophe
nol,
2,4,
6-88
-06-
2**
3.2
**M
inim
um C
riter
ia32
Car
cino
gen
-Car
cino
gen
Tric
hlor
ophe
noxy
ace
tic a
cid,
2,4
,5-
93-7
6-5
140
7014
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia70
0
Sys
tem
ic T
oxic
ant
-Kid
ney
Tric
hlor
ophe
noxy
pro
pion
ic a
cid,
2, (
2,
4, 5
-) [o
r Silv
ex]
93-7
2-1
*P
rimar
y St
anda
rdN
AN
A**
*-L
iver
Tric
hlor
opro
pane
, 1,1
,2-
598-
77-6
35M
inim
um C
riter
iaN
AN
A35
0
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er -T
hyro
id
Tric
hlor
opro
pane
, 1,2
,3-
96-1
8-4
0.2
0.02
0.2
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
0.2
Car
cino
gen
-Car
cino
gen
-Kid
ney
-Liv
er
Tric
hlor
opro
pene
, 1,2
,3-
96-1
9-5
35M
inim
um C
riter
iaN
AN
A35
0
Sys
tem
ic T
oxic
ant
-Eye
Trifl
ural
in15
82-0
9-8
0.2
4.5
0.2
Min
imum
Crit
eria
Hum
an H
ealth
Hum
an H
ealth
45
Car
cino
gen
-Blo
od -C
arci
noge
n -L
iver
- 41
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Trim
ethy
l pho
spha
te51
2-56
-10.
9M
inim
um C
riter
iaN
AN
A9
Car
cino
gen
-Car
cino
gen
Trim
ethy
lben
zene
, 1,2
,3-
526-
73-8
10M
inim
um C
riter
iaN
AN
A10
0
Org
anol
eptic
-Non
e S
peci
fied
Trim
ethy
lben
zene
, 1,2
,4-
95-6
3-6
220
1022
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia10
0
Org
anol
eptic
-Non
e S
peci
fied
Trim
ethy
lben
zene
, 1,3
,5-
108-
67-8
220
1022
0M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia10
0
Org
anol
eptic
-Non
e S
peci
fied
Trin
itrob
enze
ne, 1
,3,5
-99
-35-
419
210
19M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia21
00
Sys
tem
ic T
oxic
ant
-Blo
od -S
plee
n
Trin
itrop
heny
lmet
hyln
itram
ine
479-
45-8
70M
inim
um C
riter
iaN
AN
A70
0
Sys
tem
ic T
oxic
ant
-Kid
ney
-Liv
er -S
plee
n
Trin
itrot
olue
ne, 2
,4,6
-11
8-96
-749
1.2
49M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia12
Car
cino
gen
-Car
cino
gen
-Liv
er
Trith
ion
[see
Car
boph
enot
hion
]
TRP
HN
OC
AS50
0050
0050
00M
inim
um C
riter
iaN
AN
A50
000
-Mul
tiple
End
poin
ts M
ixed
Con
tam
inan
ts
Ura
nium
, sol
uble
sal
ts74
40-6
1-1
21M
inim
um C
riter
iaN
AN
A21
0
Sys
tem
ic T
oxic
ant
-Kid
ney
Van
adiu
m74
40-6
2-2
49M
inim
um C
riter
iaN
AN
A49
0
Sys
tem
ic T
oxic
ant
-Hai
r Los
s
Van
adiu
m p
ento
xide
(as
Vana
dium
)13
14-6
2-1
1363
13M
inim
um C
riter
iaTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia63
0
Sys
tem
ic T
oxic
ant
-Hai
r Los
s
Ver
nam
1929
-77-
712
712
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
70
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Vin
yl a
ceta
te10
8-05
-470
088
700
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
880
Org
anol
eptic
-Kid
ney
-Nas
al
- 42
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
Vin
yl c
hlor
ide
75-0
1-4
2.4
*2.
4P
rimar
y St
anda
rdH
uman
Hea
lthH
uman
Hea
lth**
*-C
arci
noge
n -L
iver
(d
)
Whi
te p
hosp
horu
s77
23-1
4-0
**0.
1M
inim
um C
riter
iaN
A1
Sys
tem
ic T
oxic
ant
-Mat
erna
l Dea
th -R
epro
duct
ive
Xyl
enes
, tot
al13
30-2
0-7
370
*37
0S
econ
dary
Sta
ndar
dTo
xici
ty C
riter
iaTo
xici
ty C
riter
ia**
*-N
euro
logi
cal
Zinc
7440
-66-
6**
***
Sec
onda
ry S
tand
ard
***
-Blo
od
Zinc
chl
orid
e76
46-8
5-7
1.5
2100
1.5
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
2100
0
Sys
tem
ic T
oxic
ant
-Blo
od
Zinc
pho
sphi
de13
14-8
4-7
2.1
Min
imum
Crit
eria
NA
NA
21
Sys
tem
ic T
oxic
ant
-Bod
y W
eigh
t
Zine
b12
122-
67-7
1435
014
Min
imum
Crit
eria
Toxi
city
Crit
eria
Toxi
city
Crit
eria
3500
Sys
tem
ic T
oxic
ant
-Thy
roid
- 43
-
CA
S#s
Con
tam
inan
tsG
roun
dwat
er
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†C
rite
ria
(ug/
L)
Gro
undw
ater
Qua
lity
Cri
teri
a(u
g/L
)
Mar
ine
Cri
teri
a(u
g/L
)
Fres
hwat
er
Cri
teri
a(u
g/L
)
Surf
ace
Wat
erSu
rfac
e W
ater
of L
ow Y
ield
/Poo
r
Gro
undw
ater
and
Sur
face
Wat
er C
lean
up T
arge
t Lev
els
Tab
le I
- 44
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Ace
naph
then
e83
-32-
9-L
iver
2.
10.
321
0.3
2400
2000
0
Ace
naph
thyl
ene
208-
96-8
-Liv
er
27N
A27
0N
A18
0020
000
Ace
phat
e30
560-
19-1
-Car
cino
gen
-Neu
rolo
gica
l 0.
020.
80.
20.
812
072
0
Ace
tald
ehyd
e75
-07-
0-N
asal
NA
NA
NA
NA
1520
Ace
tone
67-6
4-1
-Kid
ney
-Liv
er -N
euro
logi
cal
256.
825
06.
811
000
6800
0
Ace
toph
enon
e98
-86-
2-N
one
Spe
cifie
d 3.
944
3944
3900
3200
0
Aci
fluor
fen,
sod
ium
[or
Bla
zer]
6247
6-59
-9-K
idne
y 0.
125
125
2814
0
Acr
olei
n10
7-02
-8-N
asal
0.01
0.00
20.
10.
002
0.05
0.3
Acr
ylam
ide
79-0
6-1
-Car
cino
gen
-Neu
rolo
gica
l 0.
0000
30.
001
0.00
030.
001
0.1
0.4
Acr
ylic
aci
d79
-10-
7-D
evel
opm
enta
l 14
NA
140
NA
4825
0
Acr
ylon
itrile
107-
13-1
-Car
cino
gen
-Nas
al -R
epro
duct
ive
0.00
030.
001
0.00
30.
001
0.3
0.6
Ala
chlo
r15
972-
60-8
-Blo
od -C
arci
noge
n 0.
020.
005
0.2
0.00
511
44
Ald
icar
b [o
r Tem
ik]
116-
06-3
-Neu
rolo
gica
l 0.
030.
004
0.3
0.00
468
920
Ald
rin30
9-00
-2-C
arci
noge
n -L
iver
0.
20.
012
0.01
0.06
0.3
Ally
[or
Met
sulfu
ron,
met
hyl]
7422
3-64
-6-B
ody
Wei
ght
12N
A12
0N
A19
000
3000
00
Ally
l alc
ohol
107-
18-6
-Kid
ney
-Liv
er
0.1
0.02
10.
0214
097
0
Ally
l chl
orid
e10
7-05
-1-N
euro
logi
cal
0.2
NA
2N
A0.
52.
7
Alu
min
um74
29-9
0-5
-Bod
y W
eigh
t **
***
***
***
*80
000
*
- 45
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Alu
min
um p
hosp
hide
2085
9-73
-8-B
ody
Wei
ght
***
***
***
***
3588
0
Amet
ryn
834-
12-8
-Liv
er
0.8
0.08
80.
0867
011
000
Am
mon
ia76
64-4
1-7
(a)
-Res
pira
tory
**
***
***
*N
A35
000
8800
00
Ani
line
62-5
3-3
-Blo
od -C
arci
noge
n -S
plee
n 0.
030.
020.
30.
0227
150
Ant
hrac
ene
120-
12-7
-Non
e S
peci
fied
2500
0.4
2500
00.
421
000
3000
00
Ant
imon
y74
40-3
6-0
(b)
-Blo
od
5.4
3900
5439
0027
370
Aro
clor
mix
ture
[se
e PC
Bs]
Ars
enic
NO
CAS
-Car
cino
gen
-Car
diov
ascu
lar -
Ski
n **
***
***
***
*2.
112
Atra
zine
1912
-24-
9-C
arci
noge
n -C
ardi
ovas
cula
r 0.
060.
040.
60.
044.
319
Azi
npho
s, m
ethy
l [s
ee G
uthi
on]
Azo
benz
ene
103-
33-3
-Car
cino
gen
0.03
0.4
0.3
0.4
7.9
31
Bar
ium
(sol
uble
sal
ts)
7440
-39-
3(b
)-C
ardi
ovas
cula
r 16
00N
A16
000
NA
120*
*13
0000
Bay
gon
[or P
ropo
xur]
114-
26-1
-Blo
od -N
euro
logi
cal
0.2
0.00
22
0.00
228
041
00
Bay
leto
n43
121-
43-3
-Blo
od
4.8
1148
1124
0046
000
Ben
omyl
1780
4-35
-2-D
evel
opm
enta
l 3.
10.
0331
0.03
4000
7700
0
Ben
tazo
n25
057-
89-0
-Blo
od
1.2
NA
12N
A21
0032
000
Ben
zald
ehyd
e10
0-52
-7-G
astro
inte
stin
al -K
idne
y 4.
80.
448
0.4
3300
2400
0
Ben
zene
71-4
3-2
-Blo
od -C
arci
noge
n 0.
007
0.5
0.07
0.5
1.2
1.7
- 46
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Ben
zene
thio
l10
8-98
-5-L
iver
0.
001
NA
0.01
NA
0.2
1.3
Ben
zidi
ne92
-87-
5-C
arci
noge
n -L
iver
-Neu
rolo
gica
l 0.
0000
20.
0000
20.
0002
0.00
002
0.00
40.
02
Ben
zo(a
)ant
hrac
ene
56-5
5-3
-Car
cino
gen
0.8
NA
8N
A#
#
Benz
o(a)
pyre
ne50
-32-
8-C
arci
noge
n 8
NA
80N
A0.
10.
7
Ben
zo(b
)fluo
rant
hene
205-
99-2
-Car
cino
gen
2.4
NA
24N
A#
#
Ben
zo(g
,h,i)
pery
lene
191-
24-2
-Neu
rolo
gica
l 32
000
NA
3200
00N
A25
0052
000
Ben
zo(k
)fluo
rant
hene
207-
08-9
-Car
cino
gen
24N
A24
0N
A#
#
Ben
zoic
aci
d65
-85-
0-N
one
Spe
cifie
d 11
036
1100
3618
0000
*
Benz
otric
hlor
ide
98-0
7-7
-Car
cino
gen
0.00
010.
0000
80.
001
0.00
008
0.04
0.09
Ben
zyl a
lcoh
ol10
0-51
-6-G
astro
inte
stin
al
9.5
2.3
952.
326
000
6700
00
Ben
zyl c
hlor
ide
100-
44-7
-Car
cino
gen
0.00
20.
020.
020.
021
1.6
Ber
ylliu
m74
40-4
1-7
(b)
-Car
cino
gen
-Gas
troin
test
inal
-Res
pira
tory
63
2.1
630
2.1
120
1400
Bet
anal
[se
e P
henm
edip
ham
]
BH
C, a
lpha
- [s
ee
Hex
achl
oroc
yclo
hexa
ne, a
lpha
-](f)
BH
C, b
eta-
[se
e H
exac
hlor
ocyc
lohe
xane
, bet
a-]
(f)
BH
C, d
elta
- [s
ee
Hex
achl
oroc
yclo
hexa
ne, d
elta
-](f)
BH
C, g
amm
a- [
see
Hex
achl
oroc
yclo
hexa
ne, g
amm
a-](
f)
Bid
rin [
or D
icro
toph
os]
141-
66-2
-Dev
elop
men
tal
0.00
50.
10.
050.
17.
412
0
- 47
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Bip
heny
l, 1,
1- [
or D
iphe
nyl]
92-5
2-4
-Kid
ney
0.2
5.8
25.
830
0034
000
Bis
(2-c
hlor
o-1-
met
ylet
hyl)e
ther
[se
e B
is(2
-chl
oroi
sopr
opyl
)eth
er]
Bis
(2-c
hlor
oeth
oxy)
met
hane
111-
91-1
-Liv
er
63N
A63
0N
A25
057
00
Bis
(2-c
hlor
oeth
yl)e
ther
111-
44-4
-Car
cino
gen
0.00
010.
002
0.00
10.
002
0.3
0.5
Bis
(2-c
hlor
oiso
prop
yl)e
ther
[or
Bis
(2-
chlo
ro-1
-met
ylet
hyl)e
ther
]39
638-
32-9
-Blo
od -C
arci
noge
n 0.
009
0.4
0.09
0.4
612
Bis
(2-e
thyl
hexy
l)adi
pate
103-
23-1
-Bod
y W
eigh
t -C
arci
noge
n 78
064
7800
6462
019
00
Bis
(2-e
thyl
hexy
l)pht
hala
te [
or D
EH
P]
117-
81-7
-Car
cino
gen
-Liv
er
3600
1300
3600
013
0072
390
Bis
phen
ol A
80-0
5-7
-Bod
y W
eigh
t 11
1.7
110
1.7
4000
7900
0
Bla
zer
[see
Aci
fluor
fen,
sod
ium
]
Bor
on74
40-4
2-8
-Rep
rodu
ctiv
e -R
espi
rato
ry
***
NA
***
NA
1700
043
0000
Bra
vo [
see
Chl
orot
halo
nil]
Bro
mac
il31
4-40
-9-B
ody
Wei
ght
0.5
0.6
50.
675
0012
0000
Bro
mat
e15
541-
45-4
-Car
cino
gen
-Kid
ney
0.00
02N
A0.
002
460
12.
8
Bro
moc
hlor
omet
hane
74-9
7-5
-Non
e S
peci
fied
0.6
NA
6N
A95
530
Bro
mod
ichl
orom
etha
ne75
-27-
4-C
arci
noge
n -K
idne
y 0.
004
0.1
0.04
0.1
1.5
2.2
Bro
mof
orm
75-2
5-2
-Car
cino
gen
-Liv
er
0.03
2.7
0.3
2.7
4893
Bro
mom
etha
ne [
or M
ethy
l bro
mid
e]74
-83-
9-G
astro
inte
stin
al -R
espi
rato
ry
0.05
0.2
0.5
0.2
3.1
16
Bro
mox
ynil
1689
-84-
5-N
one
Spe
cifie
d 3
NA
30N
A16
0029
000
- 48
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
But
anol
, n-
71-3
6-3
-Neu
rolo
gica
l 3
110
3011
029
0021
000
But
anol
, ter
t- [s
ee B
utyl
alc
ohol
, ter
t-]
But
anon
e, 2
- [s
ee M
ethy
l eth
yl k
eton
e]
But
yl a
lcoh
ol, t
ert-
[or B
utan
ol, t
ert-]
75-6
5-0
-Kid
ney
-Neu
rolo
gica
l 5.
7N
A57
NA
3200
1900
0
But
yl b
enzy
l pht
hala
te85
-68-
7-L
iver
31
056
3100
5617
000
3800
00
But
ylat
e20
08-4
1-5
-Liv
er
5.2
0.2
520.
232
0040
000
But
ylph
thal
yl b
utyl
glyc
olat
e85
-70-
1-N
one
Spe
cifie
d 42
00N
A42
000
NA
8400
0*
Cad
miu
m74
40-4
3-9
(b,c
,h)
-Car
cino
gen
-Kid
ney
7.5
NA
7514
8217
00
Cal
cium
cya
nide
592-
01-8
-Neu
rolo
gica
l -Th
yroi
d **
*N
A**
*N
A35
0088
000
Cap
tafo
l24
25-0
6-1
-Car
cino
gen
-Kid
ney
0.5
0.1
50.
111
057
0
Cap
tan
133-
06-2
-Bod
y W
eigh
t -C
arci
noge
n 0.
10.
031
0.03
230
750
Car
bary
l [or
Sev
in]
63-2
5-2
-Kid
ney
-Liv
er
8.7
0.00
0787
0.00
0777
0013
0000
Car
bazo
le86
-74-
8-C
arci
noge
n 0.
26.
52
6.5
4924
0
Car
bofu
ran
1563
-66-
2-N
euro
logi
cal -
Rep
rodu
ctiv
e 0.
20.
0006
20.
0006
130
910
Car
bon
disu
lfide
75-1
5-0
-Dev
elop
men
tal -
Neu
rolo
gica
l 5.
60.
856
0.8
270
1500
Car
bon
tetra
chlo
ride
56-2
3-5
-Car
cino
gen
-Liv
er
0.04
0.06
0.4
0.06
0.5
0.7
Car
boph
enot
hion
[or
Trit
hion
]78
6-19
-6-N
euro
logi
cal
131.
513
01.
511
250
Car
boxi
n52
34-6
8-4
-Bod
y W
eigh
t 5
0.4
500.
474
0012
0000
- 49
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
CFC
113
[se
e Tr
ichl
oro-
1,2,
2-tri
fluor
oeth
ane,
1,1
,2-]
-Adr
enal
s
Chl
oral
hyd
rate
302-
17-0
-Gas
troin
test
inal
-Neu
rolo
gica
l 0.
3N
A3
NA
5700
6200
0
Chl
oram
ben
133-
90-4
-Liv
er
0.5
NA
5N
A96
012
000
Chl
orda
ne (t
otal
)-C
arci
noge
n -L
iver
9.
60.
003
960.
003
2.8
14(j)
Chl
orin
e cy
anid
e [o
r Cya
noge
n ch
lorid
e]50
6-77
-4-N
euro
logi
cal -
Thyr
oid
710.
371
00.
331
0037
000
Chl
oro-
1,1-
diflu
oroe
than
e, 1
-75
-68-
3-N
one
Spe
cifie
d N
AN
AN
AN
A16
000
8400
0
Chl
oro-
1,3-
buta
dien
e [o
r Chl
orop
rene
]12
6-99
-8-H
air L
oss
-Nas
al
1.5
NA
15N
A3.
519
Chl
oro-
3-m
ethy
lphe
nol,
4- [
see
Chl
oro-
m-c
reso
l, p-
]C
hlor
oace
tic a
cid
79-1
1-8
-Car
diov
ascu
lar
0.07
130.
713
130
1700
Chl
oroa
nilin
e, p
-10
6-47
-8-S
plee
n 0.
20.
022
0.02
270
3700
Chl
orob
enze
ne10
8-90
-7-L
iver
1.
30.
213
0.2
120
650
Chl
orob
enzi
late
510-
15-6
-Bod
y W
eigh
t -C
arci
noge
n 0.
10.
011
0.01
3.6
18
Chl
orob
enzo
ic a
cid,
p-
74-1
1-3
-Non
e S
peci
fied
28N
A28
0N
A16
000
2900
00
Chl
orob
enzo
triflu
orid
e, 4
-98
-56-
6-K
idne
y 5.
2N
A52
NA
130
710
Chl
orob
utan
e, 1
-10
9-69
-3-B
lood
-Neu
rolo
gica
l 26
NA
260
NA
780
4200
Chl
orod
ifluo
rom
etha
ne75
-45-
6-A
dren
als
-Kid
ney
-Pitu
itary
NA
NA
NA
NA
1600
082
000
Chl
oroe
than
e [s
ee E
thyl
chl
orid
e]
Chl
orof
orm
67-6
6-3
-Car
cino
gen
-Liv
er
0.4
2.8
42.
80.
40.
6
- 50
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Chl
oro-
m-c
reso
l, p-
[or
Chl
oro-
3-m
ethy
lphe
nol,
4-]
59-5
0-7
-Bod
y W
eigh
t 0.
40.
64
0.6
600
8000
Chl
orom
etha
ne [
see
Met
hyl c
hlor
ide]
Chl
oron
apht
hale
ne, b
eta-
91-5
8-7
-Liv
er -R
espi
rato
ry
260
740
2600
740
5000
6100
0
Chl
oron
itrob
enze
ne, o
-88
-73-
3-C
arci
noge
n 0.
02N
A0.
2N
A22
51
Chl
oron
itrob
enze
ne, p
-10
0-00
-5-C
arci
noge
n 0.
031.
60.
31.
631
73
Chl
orop
heno
l, 2-
95-5
7-8
-Rep
rodu
ctiv
e 0.
72.
57
2.5
130
860
Chl
orop
heno
l, 3-
108-
43-0
-Rep
rodu
ctiv
e 0.
002
3.1
0.02
3.1
370
5900
Chl
orop
heno
l, 4-
106-
48-9
-Rep
rodu
ctiv
e 0.
0007
1.2
0.00
71.
233
044
00
Chl
orop
rene
[se
e C
hlor
o-1,
3-bu
tadi
ene]
Chl
orop
ropa
ne, 2
-75
-29-
6-L
iver
N
AN
AN
AN
A47
250
Chl
orot
halo
nil
[or B
ravo
]18
97-4
5-6
-Car
cino
gen
-Kid
ney
0.2
0.06
20.
0688
420
Chl
orot
olue
ne, o
-95
-49-
8-B
ody
Wei
ght
2.8
7.7
287.
720
012
00
Chl
orot
olue
ne, p
-10
6-43
-4-N
one
Spe
cifie
d 2.
5N
A25
NA
170
990
Chl
orpr
opha
m10
1-21
-3-B
one
Mar
row
-Kid
ney
-Liv
er -S
plee
n 51
751
07
1600
031
0000
Chl
orpy
rifos
2921
-88-
2-N
euro
logi
cal
150.
001
150
0.00
125
050
00
Chr
omiu
m (h
exav
alen
t)18
540-
29-9
(b)
-Car
cino
gen
-Res
pira
tory
N
A4.
2N
A19
210
470
Chr
omiu
m (t
otal
)N
OC
AS(b
,g)
-Car
cino
gen
384.
238
019
210
470
Chr
omiu
m (t
rival
ent)
1606
5-83
-1(b
)-N
one
Spe
cifie
d N
AN
AN
A*
1100
00*
- 51
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Chr
ysen
e21
8-01
-9-C
arci
noge
n 77
NA
770
NA
##
Cob
alt
7440
-48-
4-C
ardi
ovas
cula
r -Im
mun
olog
ical
-N
euro
logi
cal -
Rep
rodu
ctiv
e **
*N
A**
*N
A17
0042
000
Cop
per
7440
-50-
8-G
astro
inte
stin
al
***
NA
***
***
150*
*89
000
Cou
map
hos
56-7
2-4
-Neu
rolo
gica
l 0.
30.
0007
30.
0007
2145
0
Cre
sol,
m-
[see
Met
hylp
heno
l, 3-
]
Cre
sol,
o- [
see
Met
hylp
heno
l, 2-
]
Cre
sol,
p- [
see
Met
hylp
heno
l, 4-
]
Cro
tona
ldeh
yde
123-
73-9
-Car
cino
gen
0.00
008
NA
0.00
08N
A0.
63.
3
Cum
ene
[or I
sopr
opyl
ben
zene
]98
-82-
8-A
dren
als
-Kid
ney
0.2
562
5622
012
00
Cya
nide
, fre
e57
-12-
5(b
)-N
euro
logi
cal -
Thyr
oid
0.8
0.02
80.
004
34**
1100
0
Cya
noge
n46
0-19
-5-N
euro
logi
cal -
Thyr
oid
57N
A57
0N
A56
034
00
Cya
noge
n ch
lorid
e [s
ee C
hlor
ine
cyan
ide]
Cyc
loat
e11
34-2
3-2
-Neu
rolo
gica
l 0.
72.
57
2.5
340
4700
Cyc
lohe
xano
ne10
8-94
-115
011
015
0011
015
0000
*
Cyc
lohe
xyla
min
e10
8-91
-8-R
epro
duct
ive
7.9
2279
2218
000
4400
00
Cyh
alot
hrin
[or K
arat
e]68
085-
85-8
-Dev
elop
men
tal
290
150
2900
150
420
9600
Cym
ene,
p-
99-8
7-6
-Gas
troin
test
inal
-Ski
n N
AN
AN
AN
A96
056
00
Cyp
erm
ethr
in52
315-
07-8
-Gas
troin
test
inal
30
0.00
230
00.
002
840
1900
0
- 52
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
DB
CP
, 1,2
- [se
e D
ibro
mo-
3-ch
loro
prop
ane,
1,2
-]D
DD
, 4,4
'- [s
ee
Dic
hlor
odip
heny
ldic
hlor
oeth
ane,
p,p
']D
DE,
4,4
'- [s
ee
Dic
hlor
odip
heny
ldic
hlor
oeth
ylen
e, p
,p'-]
DD
T, 4
,4'-
[see
D
ichl
orod
iphe
nyltr
ichl
oroe
than
e, p
,p'-]
Dec
abro
mod
iphe
nyl e
ther
1163
-19-
5-N
one
Spe
cifie
d 9.
3N
A93
NA
840
1900
0
DE
HP
[se
e Bi
s(2-
ethy
lhex
yl)p
htha
late
]
Dia
llate
2303
-16-
4-C
arci
noge
n -N
one
Spe
cifie
d 0.
6N
A6
NA
1682
Dia
zino
n33
3-41
-5-N
euro
logi
cal
0.2
0.00
005
20.
0000
570
1200
Dib
enz(
a,h)
anth
race
ne53
-70-
3-C
arci
noge
n 0.
7N
A7
NA
##
Dib
enzo
fura
n13
2-64
-9-N
one
Spe
cifie
d 15
3615
036
320
6300
Dib
rom
o-3-
chlo
ropr
opan
e, 1
,2-
[or
DBC
P, 1
,2-]
96-1
2-8
-Car
cino
gen
-Rep
rodu
ctiv
e 0.
001
NA
0.01
NA
0.7
3.8
Dib
rom
oben
zene
, 1,4
-10
6-37
-6-L
iver
7.
827
7827
430
3600
Dib
rom
ochl
orom
etha
ne12
4-48
-1-C
arci
noge
n -L
iver
0.
003
0.2
0.03
0.2
1.5
2.3
Dib
rom
oeth
ane,
1,2
- [o
r ED
B]
106-
93-4
-Car
cino
gen
-Rep
rodu
ctiv
e 0.
0001
0.07
0.00
10.
070.
10.
2
Dib
utyl
pht
hala
te84
-74-
2-M
orta
lity
471.
547
01.
582
0017
0000
Dic
amba
1918
-00-
9-D
evel
opm
enta
l 2.
62.
426
2.4
2300
4000
0
Dic
hlor
oace
tic a
cid
79-4
3-6
-Car
cino
gen
-Liv
er -N
euro
logi
cal -
Rep
rodu
ctiv
e 0.
005
8.1
0.05
8.1
2112
0
Dic
hlor
oace
toni
trile
3018
-12-
0-N
one
Spe
cifie
d 0.
03N
A0.
3N
A34
029
00
- 53
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Dic
hlor
oben
zene
, 1,2
-95
-50-
1-B
ody
Wei
ght
172.
817
02.
888
050
00
Dic
hlor
oben
zene
, 1,3
-54
1-73
-1-N
one
Spe
cifie
d 7
2.8
702.
838
022
00
Dic
hlor
oben
zene
, 1,4
-10
6-46
-7-C
arci
noge
n -L
iver
2.
20.
0922
0.09
6.4
9.9
Dic
hlor
oben
zidi
ne, 3
,3'-
91-9
4-1
-Car
cino
gen
0.00
30.
0009
0.03
0.00
092.
19.
9
Dic
hlor
oben
zoph
enon
e, 4
,4'-
90-9
8-2
-Non
e S
peci
fied
2519
025
019
025
0051
000
Dic
hlor
odifl
uoro
met
hane
75-7
1-8
-Liv
er
44N
A44
0N
A77
410
Dic
hlor
odip
heny
ldic
hlor
oeth
ane,
p,p
'- [o
r D
DD
, 4,4
'-]72
-54-
8-C
arci
noge
n 5.
80.
0158
0.01
4.2
22
Dic
hlor
odip
heny
ldic
hlor
oeth
ylen
e, p
,p'-
[o
r DD
E, 4
,4'-]
72-5
5-9
-Car
cino
gen
180.
0418
00.
042.
915
Dic
hlor
odip
heny
ltric
hlor
oeth
ane,
p,p
'- [o
r D
DT,
4,4
'-]50
-29-
3-C
arci
noge
n -L
iver
11
0.06
110
0.06
2.9
15
Dic
hlor
oeth
ane,
1,1
-75
-34-
3-K
idne
y 0.
4N
A4
NA
390
2100
Dic
hlor
oeth
ane,
1,2
- [o
r ED
C]
107-
06-2
-Car
cino
gen
-Non
e S
peci
fied
0.01
0.2
0.1
0.2
0.5
0.7
Dic
hlor
oeth
ene,
1,1
-75
-35-
4-L
iver
0.
060.
030.
60.
0395
510
Dic
hlor
oeth
ene,
cis
-1,2
-15
6-59
-2-B
lood
0.
4N
A4
NA
3318
0
Dic
hlor
oeth
ene,
tran
s-1,
2-15
6-60
-5-B
lood
-Liv
er
0.7
757
7553
290
Dic
hlor
ophe
nol,
2,3-
576-
24-9
-Imm
unol
ogic
al
0.00
081.
20.
008
1.2
230
4100
Dic
hlor
ophe
nol,
2,4-
120-
83-2
-Imm
unol
ogic
al
0.00
30.
10.
030.
119
024
00
Dic
hlor
ophe
nol,
2,5-
583-
78-8
-Imm
unol
ogic
al
0.02
4.3
0.2
4.3
240
4600
Dic
hlor
ophe
nol,
2,6-
87-6
5-0
-Imm
unol
ogic
al
0.00
72.
50.
072.
522
036
00
- 54
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Dic
hlor
ophe
nol,
3,4-
95-7
7-2
-Imm
unol
ogic
al
0.01
20.
12
230
3700
Dic
hlor
ophe
noxy
ace
tic a
cid,
2,4
-94
-75-
7-B
lood
-Kid
ney
-Liv
er
0.7
0.9
70.
977
013
000
Dic
hlor
opro
pane
, 1,2
-78
-87-
5-C
arci
noge
n -N
asal
0.
030.
090.
30.
090.
60.
9
Dic
hlor
opro
pene
, 1,3
-54
2-75
-6-C
arci
noge
n -G
astro
inte
stin
al -N
asal
0.
002
0.09
0.02
0.09
1.4
2.2
Dic
hlor
prop
120-
36-5
-Non
e S
peci
fied
0.3
0.3
30.
337
058
00
Dic
hlor
vos
62-7
3-7
-Car
cino
gen
-Neu
rolo
gica
l 0.
0006
0.00
002
0.00
60.
0000
20.
30.
4
Dic
ofol
[or
Kel
than
e]11
5-32
-2-A
dren
als
-Car
cino
gen
0.01
0.00
080.
10.
0008
2.2
11
Dic
roto
phos
[se
e B
idrin
]
Die
ldrin
60-5
7-1
-Car
cino
gen
-Liv
er
0.00
20.
0001
0.02
0.00
010.
060.
3
Die
thyl
pht
hala
te84
-66-
2-B
ody
Wei
ght
865.
986
05.
961
000
*
Die
thyl
ene
glyc
ol, m
onoe
thyl
eth
er11
1-90
-0-K
idne
y 63
750
630
750
1300
00*
Diis
opro
pyl m
ethy
lpho
spho
nate
1445
-75-
6-N
one
Spe
cifie
d 3.
685
3685
4500
4900
0
Dim
etho
ate
60-5
1-5
-Neu
rolo
gica
l 0.
006
0.00
040.
060.
0004
1317
0
Dim
etho
xybe
nzid
ine,
3,3
'-11
9-90
-4-C
arci
noge
n 0.
2N
A2
NA
6933
0
Dim
ethr
in70
-38-
2-L
iver
25
001.
325
000
1.3
2400
044
0000
Dim
ethy
lani
line,
2,4
-95
-68-
1-B
lood
-Car
cino
gen
-Spl
een
0.00
0519
0.00
519
0.5
1
Dim
ethy
lani
line,
N,N
-12
1-69
-7-S
plee
n 0.
112
112
5538
0
Dim
ethy
lben
zidi
ne, 3
,3'-
119-
93-7
-Car
cino
gen
0.00
1N
A0.
01N
A0.
10.
6
- 55
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Dim
ethy
lform
amid
e, N
,N-
68-1
2-2
-Gas
troin
test
inal
-Liv
er
321
030
210
1400
8600
Dim
ethy
lphe
nol,
2,4-
105-
67-9
-Blo
od -N
euro
logi
cal
1.7
1.9
171.
913
0018
000
Dim
ethy
lphe
nol,
2,6-
576-
26-1
-Kid
ney
-Liv
er -S
plee
n 0.
045.
20.
45.
234
370
Dim
ethy
lphe
nol,
3,4-
95-6
5-8
-Kid
ney
-Liv
er -S
plee
n 0.
063.
40.
63.
471
1000
Dim
ethy
lpht
hala
te13
1-11
-3-K
idne
y 38
07.
838
007.
869
0000
*
Din
itrob
enze
ne, 1
,2- (
o)52
8-29
-0-S
plee
n 0.
010.
20.
10.
223
240
Din
itrob
enze
ne, 1
,3- (
m)
99-6
5-0
-Spl
een
0.00
40.
40.
040.
45.
864
Din
itrob
enze
ne, 1
,4- (
p)10
0-25
-4-S
plee
n 0.
040.
40.
40.
435
890
Din
itro-
o-cr
esol
, 4,6
-53
4-52
-1-M
etab
olic
Dis
orde
rs0.
4N
A4
NA
8.4
180
Din
itrop
heno
l, 2,
4-51
-28-
5-E
ye
0.06
0.01
0.6
0.01
110
1200
Din
itrot
olue
ne, 2
,4-
121-
14-2
-Car
cino
gen
-Liv
er -N
euro
logi
cal
0.00
040.
070.
004
0.07
1.2
4.3
Din
itrot
olue
ne, 2
,6-
606-
20-2
-Blo
od -C
arci
noge
n -K
idne
y -N
euro
logi
cal
0.00
040.
005
0.00
40.
005
1.2
3.8
Di-n
-oct
ylph
thal
ate
117-
84-0
-Kid
ney
-Liv
er
4800
00N
A48
0000
0N
A17
0039
000
Din
oseb
88-8
5-7
-Dev
elop
men
tal
0.03
0.03
0.3
0.03
6584
0
Dio
xane
, 1,4
-12
3-91
-1-C
arci
noge
n 0.
010.
50.
10.
523
38
Dio
xins
, as
tota
l 2,3
,7,8
-TC
DD
eq
uiva
lent
s17
46-0
1-6
(e)
-Car
cino
gen
0.00
30.
0000
006
0.03
0.00
0000
60.
0000
070.
0000
3
Dip
hena
mid
957-
51-7
-Liv
er
2.6
2026
2023
0041
000
Dip
heny
l [s
ee B
iphe
nyl,
1,1-
]
- 56
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Dip
heny
lam
ine,
N,N
-12
2-39
-4-K
idne
y -L
iver
14
NA
140
NA
2000
4000
0
Dip
heny
lhyd
razi
ne, 1
,2-
122-
66-7
-Car
cino
gen
0.00
20.
007
0.02
0.00
71.
14.
8
Diq
uat
85-0
0-7
-Eye
80
060
8000
6019
043
00
Dis
ulfo
ton
298-
04-4
-Neu
rolo
gica
l 0.
090.
10.
90.
13.
366
Diu
ron
330-
54-1
-Blo
od
0.3
0.2
30.
215
023
00
ED
B [
see
Dib
rom
oeth
ane,
1,2
-]
ED
C [
see
Dic
hlor
oeth
ane,
1,2
-]
End
osul
fan
(alp
ha+b
eta+
sulfa
te)
115-
29-7
-Car
diov
ascu
lar -
Kid
ney
3.8
0.00
538
0.00
0845
076
00
End
otha
ll14
5-73
-3-G
astro
inte
stin
al
0.4
0.4
40.
418
0044
000
End
rin72
-20-
8-L
iver
1
0.00
110
0.00
125
510
EP
EG
[se
e Et
hylp
htha
lyl e
thyl
glyc
olat
e]
Epi
chlo
rohy
drin
106-
89-8
-Car
cino
gen
-Kid
ney
-Nas
al
0.03
1.1
0.3
1.1
1480
EP
N [
see
Eth
yl p
-nitr
ophe
nyl
phen
ylph
osph
orot
hioa
te]
EP
TC [
see
Ethy
l dip
ropy
lthio
carb
amat
e,
S-]
Eth
anol
64-1
7-5
-Dev
elop
men
tal
40N
A40
0N
A*
*
Eth
ion
563-
12-2
-Neu
rolo
gica
l 1.
70.
003
170.
003
4292
0
Eth
opro
p13
194-
48-4
-Neu
rolo
gica
l 0.
005
0.00
20.
050.
002
7.4
120
Eth
oxye
than
ol a
ceta
te, 2
-11
1-15
-9-D
evel
opm
enta
l 8.
88.
488
8.4
1400
013
0000
- 57
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Eth
oxye
than
ol, 2
-11
0-80
-5-R
epro
duct
ive
13N
A13
0N
A10
000
7200
0
Eth
yl a
ceta
te14
1-78
-6-B
ody
Wei
ght
2626
260
2691
0053
000
Eth
yl a
cryl
ate
140-
88-5
-Car
cino
gen
0.00
20.
60.
020.
62
3
Eth
yl c
hlor
ide
[or C
hlor
oeth
ane]
75-0
0-3
-Car
cino
gen
-Dev
elop
men
tal
0.06
NA
0.6
NA
3.9
5.4
Eth
yl d
ipro
pylth
ioca
rbam
ate,
S-
[or
EPTC
]75
9-94
-4-C
ardi
ovas
cula
r 11
1511
015
1400
1400
0
Eth
yl e
ther
60-2
9-7
-Bod
y W
eigh
t 5
850
5085
026
014
00
Eth
yl m
etha
cryl
ate
97-6
3-2
-Kid
ney
3.5
NA
35N
A63
035
00
Eth
yl p
-nitr
ophe
nyl
phen
ylph
osph
orot
hioa
te [
or E
PN
]21
04-6
4-5
-Neu
rolo
gica
l 0.
020.
003
0.2
0.00
30.
818
Eth
ylbe
nzen
e10
0-41
-4-D
evel
opm
enta
l -K
idne
y -L
iver
0.
612
612
1500
9200
Eth
ylen
e di
amin
e10
7-15
-3-B
lood
-Car
diov
ascu
lar
0.6
3.2
63.
211
0011
000
Eth
ylen
e gl
ycol
107-
21-1
-Kid
ney
5665
560
6511
0000
*
Eth
ylen
e ox
ide
75-2
1-8
-Car
cino
gen
0.00
0220
0.00
220
0.3
0.4
Eth
ylen
e th
iour
ea [
or E
TU]
96-4
5-7
-Car
cino
gen
-Thy
roid
0.
001
5.6
0.01
5.6
757
Eth
ylph
thal
yl e
thyl
glyc
olat
e [o
r EP
EG
]84
-72-
0-K
idne
y 12
00N
A12
000
NA
2600
00*
ETU
[se
e E
thyl
ene
thio
urea
]
Fena
mip
hos
2222
4-92
-6-N
euro
logi
cal
0.02
0.00
30.
20.
003
1934
0
Fens
ulfo
thio
n11
5-90
-2-N
euro
logi
cal
0.01
0.00
40.
10.
004
1931
0
Fenv
aler
ate
[see
Pyd
rin]
- 58
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Fluo
met
uron
2164
-17-
2-N
one
Spe
cifie
d 0.
91.
89
1.8
980
1600
0
Fluo
rant
hene
206-
44-0
-Blo
od -K
idne
y -L
iver
12
001.
312
000
1.3
3200
5900
0
Fluo
rene
86-7
3-7
-Blo
od
160
1716
0017
2600
3300
0
Fluo
ride
7782
-41-
4-T
eeth
mot
tling
6000
3000
060
000
1500
084
0**
1300
00
Fluo
ridon
e59
756-
60-4
-Kid
ney
-Rep
rodu
ctiv
e 25
0046
025
000
460
7000
1800
00
Fono
fos
944-
22-9
-Liv
er -N
euro
logi
cal
0.4
0.00
34
0.00
314
021
00
Form
alde
hyde
50-0
0-0
-Car
cino
gen
-Gas
troin
test
inal
2.
40.
424
0.4
2331
Fura
n11
0-00
-9-L
iver
0.
09N
A0.
9N
A4.
826
Furfu
ral
98-0
1-1
-Liv
er -N
asal
0.
092.
70.
92.
719
024
00
Gly
cida
ldeh
yde
765-
34-4
-Adr
enal
s -B
lood
-Kid
ney
0.01
NA
0.1
NA
1512
0
Gly
phos
ate
[or R
ound
up]
1071
-83-
6-K
idne
y 3.
30.
533
0.5
8800
2200
00
Gut
hion
[or
Met
hyl a
zinp
hos]
86-5
0-0
-Neu
rolo
gica
l 0.
20.
0002
20.
0002
120
2400
Hep
tach
lor
76-4
4-8
-Car
cino
gen
-Liv
er
230.
0123
00.
010.
21
Hep
tach
lor e
poxi
de10
24-5
7-3
-Car
cino
gen
-Liv
er
0.6
0.00
016
0.00
010.
10.
5
Hex
achl
oro-
1,3-
buta
dien
e87
-68-
3-C
arci
noge
n -K
idne
y 1
110
1011
06.
213
Hex
achl
orob
enze
ne11
8-74
-1-C
arci
noge
n -L
iver
2.
20.
0006
220.
0006
0.4
1.2
Hex
achl
oroc
yclo
hexa
ne, a
lpha
- [o
r B
HC
, alp
ha-]
319-
84-6
-Car
cino
gen
0.00
030.
0003
0.00
30.
0003
0.1
0.6
Hex
achl
oroc
yclo
hexa
ne, b
eta-
[B
HC
, be
ta-]
319-
85-7
-Car
cino
gen
0.00
10.
003
0.01
0.00
30.
52.
4
- 59
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Hex
achl
oroc
yclo
hexa
ne, d
elta
- [o
r BH
C,
delta
-]31
9-86
-8-K
idne
y -L
iver
0.
2N
A2
NA
2449
0
Hex
achl
oroc
yclo
hexa
ne, g
amm
a- [
or
Lind
ane
or B
HC
, gam
ma-
]58
-89-
9-C
arci
noge
n -K
idne
y -L
iver
0.
009
0.00
30.
090.
003
0.7
2.5
Hex
achl
oroc
yclo
pent
adie
ne77
-47-
4-G
astro
inte
stin
al
400
2440
0024
9.5
50
Hex
achl
oroe
than
e67
-72-
1-C
arci
noge
n -K
idne
y 0.
20.
22
0.2
3887
Hex
achl
orop
hene
70-3
0-4
-Neu
rolo
gica
l 53
2653
026
2667
0
Hex
ahyd
ro-1
,3,5
-trin
itro-
1,3,
5-tri
azin
e
[or R
DX]
121-
82-4
-Car
cino
gen
-Rep
rodu
ctiv
e 0.
002
1.3
0.02
1.3
7.7
28
Hex
ane,
n-
110-
54-3
-Neu
rolo
gica
l 2.
112
0021
1200
680
3900
Hex
anon
e, 2
- [o
r Met
hyl b
utyl
ket
one]
591-
78-6
-Non
e S
peci
fied
1.4
NA
14N
A24
130
Hex
azin
one
5123
5-04
-2-B
ody
Wei
ght
1.1
120
1112
023
0032
000
Hyd
roqu
inon
e12
3-31
-9-B
lood
1.
40.
0214
0.02
2600
3500
0
Inde
no(1
,2,3
-cd)
pyre
ne19
3-39
-5-C
arci
noge
n 6.
6N
A66
NA
##
Iron
7439
-89-
6-G
astro
inte
stin
al
***
***
***
***
5300
0*
Isob
utyl
alc
ohol
78-8
3-1
-Neu
rolo
gica
l 8.
920
089
200
6400
4200
0
Isop
horo
ne78
-59-
1-C
arci
noge
n -N
one
Spe
cifie
d 0.
23.
82
3.8
540
1200
Isop
ropy
l ben
zene
[se
e C
umen
e]
Kar
ate
[see
Cyh
alot
hrin
, lam
bda]
Kel
than
e [s
ee D
icof
ol]
Lead
7439
-92-
1(d
)-N
euro
logi
cal
***
NA
***
***
400
1400
- 60
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Lim
onen
e13
8-86
-3-K
idne
y -L
iver
42
NA
420
NA
640
3600
Lind
ane
[see
Hex
achl
oroc
yclo
hexa
ne,
gam
ma-
]Li
nuro
n33
0-55
-2-B
lood
0.
041.
40.
41.
416
031
00
Lith
ium
7439
-93-
2-N
one
Spe
cifie
d **
*N
A**
*N
A17
0044
000
Mal
athi
on12
1-75
-5-N
euro
logi
cal
4.2
0.00
342
0.00
315
0024
000
Mal
eic
anhy
drid
e10
8-31
-6-K
idne
y 2.
8N
A28
NA
3200
2400
0
Mal
eic
hydr
azid
e12
3-33
-1-K
idne
y 16
3.4
160
3.4
1000
5400
Mal
onitr
ile10
9-77
-3-L
iver
-Spl
een
0.00
06N
A0.
006
NA
1.2
13
Man
eb12
427-
38-2
-Thy
roid
2.
90.
529
0.5
410
8400
Man
gane
se74
39-9
6-5
-Neu
rolo
gica
l **
*N
A**
*N
A35
0043
000
MC
PA [
see
Met
hyl-4
-chl
orop
heno
xy
acet
ic a
cid,
2- ]
MC
PP
[se
e Pr
opio
nic
acid
, 2-(2
-met
hyl-
4-ch
loro
phen
oxy)
]M
ercu
ry74
39-9
7-6
(c)
-Neu
rolo
gica
l 2.
10.
0121
0.03
317
Mer
cury
, met
hyl-
[see
Met
hylm
ercu
ry]
Mer
phos
150-
50-5
-Neu
rolo
gica
l 0.
5N
A5
NA
2.5
52
Mer
phos
oxi
de78
-48-
8-N
euro
logi
cal
0.3
0.3
30.
32.
556
Met
hacr
ylon
itrile
126-
98-7
-Liv
er
0.00
3N
A0.
03N
A1
5.9
Met
ham
idop
hos
1026
5-92
-6-N
euro
logi
cal
0.00
10
0.01
03.
136
- 61
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Met
hano
l67
-56-
1-D
evel
opm
enta
l -E
ye -N
euro
logi
cal
1418
014
018
013
000
9000
0
Met
hida
thio
n95
0-37
-8-L
iver
0.
003
0.00
010.
030.
0001
6895
0
Met
hom
yl16
752-
77-5
-Kid
ney
-Spl
een
1.2
0.00
712
0.00
738
200
Met
hoxy
-5-n
itroa
nilin
e, 2
-99
-59-
2-C
arci
noge
n 0.
006
NA
0.06
NA
1971
Met
hoxy
chlo
r72
-43-
5-D
evel
opm
enta
l -R
epro
duct
ive
160
0.1
1600
0.1
420
8800
Met
hyl a
ceta
te79
-20-
9-L
iver
16
NA
160
NA
6800
3800
0
Met
hyl a
cryl
ate
96-3
3-3
-Non
e S
peci
fied
0.9
NA
9N
A26
015
00
Met
hyl a
zinp
hos
[see
Gut
hion
]
Met
hyl b
rom
ide
[see
Bro
mom
etha
ne]
Met
hyl b
utyl
ket
one
[see
Hex
anon
e, 2
-]
Met
hyl c
hlor
ide
[or C
hlor
omet
hane
]74
-87-
3-C
arci
noge
n -N
euro
logi
cal
0.01
2.3
0.1
2.3
45.
7
Met
hyl c
hlor
ofor
m [
see
Tric
hlor
oeth
ane,
1,
1,1-
]M
ethy
l eth
yl k
eton
e [o
r But
anon
e, 2
-]78
-93-
3-D
evel
opm
enta
l 17
490
170
490
1600
011
0000
Met
hyl i
sobu
tyl k
eton
e [o
r MIB
K]
108-
10-1
-Kid
ney
-Liv
er
2.6
110
2611
043
0044
000
Met
hyl m
etha
cryl
ate
80-6
2-6
-Nas
al0.
132
132
1900
1000
0
Met
hyl p
arat
hion
[or
Par
athi
on, m
ethy
l]29
8-00
-0-B
lood
-Neu
rolo
gica
l 0.
060.
0003
0.6
0.00
0320
370
Met
hyl s
tyre
ne (m
ixed
)25
013-
15-4
-Nas
al0.
8N
A8
NA
120
770
Met
hyl s
tyre
ne, a
lpha
98-8
3-9
-Kid
ney
-Liv
er
11N
A11
0N
A15
0010
000
- 62
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Met
hyl t
ert-b
utyl
eth
er [
or M
TBE
]16
34-0
4-4
-Eye
-Kid
ney
-Liv
er
0.09
150
0.9
150
4400
2400
0
Met
hyl-4
-chl
orop
heno
xy a
cetic
aci
d, 2
- [o
r MC
PA]
94-7
4-6
-Kid
ney
-Liv
er
0.02
0.4
0.2
0.4
3550
0
Met
hyla
nilin
e, 2
-95
-53-
4-C
arci
noge
n 0.
0009
0.2
0.00
90.
22.
66.
4
Met
hyle
ne b
is(2
-chl
oroa
nilin
e), 4
,4-
101-
14-4
-Car
cino
gen
-Liv
er -B
ladd
er0.
001
NA
0.01
NA
6.4
23
Met
hyle
ne b
rom
ide
74-9
5-3
-Blo
od
0.3
NA
3N
A96
550
Met
hyle
ne c
hlor
ide
75-0
9-2
-Car
cino
gen
-Liv
er
0.02
7.3
0.2
7.3
1726
Met
hyle
ne d
iphe
nyl d
iisoc
yana
te10
1-68
-8-N
asal
NA
NA
NA
NA
400
2100
Met
hylm
ercu
ry [
or M
ercu
ry, m
ethy
l]22
967-
92-6
-Neu
rolo
gica
l 0.
002
NA
0.02
NA
1.1
6.1
Met
hyln
apht
hale
ne, 1
-90
-12-
0-N
asal
3.1
1031
1020
018
00
Met
hyln
apht
hale
ne, 2
-91
-57-
6-N
asal
8.5
9.1
859.
121
021
00
Met
hylp
heno
l, 2-
[or
Cre
sol,
o-]
95-4
8-7
-Neu
rolo
gica
l 0.
31.
93
1.9
2900
3100
0
Met
hylp
heno
l, 3-
[or
Cre
sol,
m-]
108-
39-4
-Neu
rolo
gica
l 0.
33.
33
3.3
2900
3300
0
Met
hylp
heno
l, 4-
[or
Cre
sol,
p-]
106-
44-5
-Neu
rolo
gica
l -R
espi
rato
ry
0.03
0.5
0.3
0.5
300
3400
Met
olac
hlor
5121
8-45
-2-B
ody
Wei
ght
1.2
0.01
120.
0112
000
2000
00
Met
ribuz
in21
087-
64-9
-Kid
ney
-Liv
er
2.2
0.8
220.
854
290
Met
sulfu
ron,
met
hyl
[see
Ally
]
Mev
inph
os77
86-3
4-7
-Neu
rolo
gica
l 0.
010.
0003
0.1
0.00
0318
270
MIB
K [
see
Met
hyl i
sobu
tyl k
eton
e]
- 63
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Mol
inat
e22
12-6
7-1
-Rep
rodu
ctiv
e 0.
10.
11
0.1
120
1300
Mol
ybde
num
7439
-98-
7-G
out
***
NA
***
NA
440
1100
0
MTB
E [
see
Met
hyl t
ert-b
utyl
eth
er]
Nal
ed30
0-76
-5-N
euro
logi
cal
0.1
0.00
021
0.00
0215
024
00
Nap
htha
lene
91-2
0-3
-Nas
al1.
22.
212
2.2
5530
0
Nic
kel
7440
-02-
0(b
,c)
-Bod
y W
eigh
t 13
0N
A13
0011
340*
*35
000
Nitr
ate
1479
7-55
-8-B
lood
**
*N
A**
*N
A14
0000
*
Nitr
ite14
797-
65-0
-Blo
od
***
NA
***
NA
8700
2200
00
Nitr
oani
line,
m-
99-0
9-2
-Blo
od -C
arci
noge
n 0.
01N
A0.
1N
A21
130
Nitr
oani
line,
o-
88-7
4-4
-Blo
od
0.1
NA
1N
A24
130
Nitr
oani
line,
p-
100-
01-6
-Blo
od -C
arci
noge
n 0.
008
5.9
0.08
5.9
1796
Nitr
oben
zene
98-9
5-3
-Adr
enal
s -B
lood
-Kid
ney
-Liv
er
0.02
0.6
0.2
0.6
1814
0
Nitr
ogly
cerin
55-6
3-0
-Car
cino
gen
-Car
diov
ascu
lar
0.03
NA
0.3
NA
2754
Nitr
ophe
nol,
4-10
0-02
-7-N
one
Spe
cifie
d 0.
30.
33
0.3
560
7900
Nitr
oso-
di-e
thyl
amin
e, N
-55
-18-
5-C
arci
noge
n 0.
0000
010.
0000
30.
0000
10.
0000
30.
003
0.00
5
Nitr
oso-
dim
ethy
lam
ine,
N-
62-7
5-9
-Car
cino
gen
0.00
0003
0.01
0.00
003
0.01
0.00
90.
02
Nitr
oso-
di-n
-but
ylam
ine,
N-
924-
16-3
-Car
cino
gen
0.00
009
0.00
050.
0009
0.00
050.
050.
08
Nitr
oso-
di-n
-pro
pyla
min
e, N
-62
1-64
-7-C
arci
noge
n 0.
0000
50.
005
0.00
050.
005
0.08
0.2
- 64
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Nitr
oso-
diph
enyl
amin
e, N
-86
-30-
6-C
arci
noge
n 0.
40.
34
0.3
180
730
Nitr
oso-
N-m
ethy
leth
ylam
ine,
N-
1059
5-95
-6-C
arci
noge
n 0.
0000
060.
0002
0.00
006
0.00
020.
020.
04
Nitr
otol
uene
, m-
99-0
8-1
-Spl
een
1.4
3.6
143.
664
047
00
Nitr
otol
uene
, o-
88-7
2-2
-Spl
een
0.9
7.3
97.
340
033
00
Nitr
otol
uene
, p-
99-9
9-0
-Spl
een
0.9
7.3
97.
375
012
000
Non
ylph
enol
2515
4-52
-3-K
idne
y 20
1420
03.
410
022
00
Oct
amet
hylp
yrop
hosp
hora
mid
e15
2-16
-9-N
euro
logi
cal
0.06
NA
0.6
NA
130
1600
Oxa
myl
2313
5-22
-0-B
ody
Wei
ght
0.9
0.04
90.
0417
0022
000
Par
aqua
t19
10-4
2-5
-Res
pira
tory
16
230
160
230
340
5500
Para
thio
n56
-38-
2-N
euro
logi
cal
10.
0110
0.01
500
1100
0
Par
athi
on, m
ethy
l [s
ee M
ethy
l par
athi
on]
PC
Bs
[or A
rocl
or m
ixtu
re]
1336
-36-
3-C
arci
noge
n -Im
mun
olog
ical
17
0.00
217
00.
002
0.5
2.6
PC
E [
see
Tetra
chlo
roet
hene
]
Peb
ulat
e11
14-7
1-2
-Blo
od
8.5
7.4
857.
420
0017
000
Pen
dim
etha
lin40
487-
42-1
-Liv
er
281
280
132
0058
000
Pen
tach
loro
benz
ene
608-
93-5
-Kid
ney
-Liv
er
3.9
1.2
391.
245
480
Pen
tach
loro
nitro
benz
ene
82-6
8-8
-Car
cino
gen
-Liv
er
0.2
0.03
20.
033.
312
Pen
tach
loro
phen
ol87
-86-
5-C
arci
noge
n -K
idne
y -L
iver
0.
030.
20.
30.
27.
228
- 65
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Per
met
hrin
5264
5-53
-1-L
iver
25
000.
007
2500
00.
007
4200
9600
0
Phe
nant
hren
e85
-01-
8-K
idne
y 25
0N
A25
00N
A22
0036
000
Phe
nmed
ipha
m [
or B
etan
al]
1368
4-63
-4-N
one
Spe
cifie
d 15
018
1500
1821
000
4500
00
Phe
nol
108-
95-2
-Dev
elop
men
tal
0.05
0.03
0.5
0.03
500*
*22
0000
Phe
nyle
nedi
amin
e, m
-10
8-45
-2-L
iver
0.
2N
A2
NA
360
4000
Phe
nyle
nedi
amin
e, o
-95
-54-
5-C
arci
noge
n 0.
004
NA
0.04
NA
1754
Phe
nyle
nedi
amin
e, p
-10
6-50
-3-W
hole
Bod
y6.
2N
A62
NA
1200
016
0000
Phe
nylp
heno
l, 2-
90-4
3-7
-Car
cino
gen
0.4
0.8
40.
849
021
00
Pho
rate
298-
02-2
-Neu
rolo
gica
l 0.
30.
001
30.
001
1632
0
Pho
smet
732-
11-6
-Liv
er -N
euro
logi
cal
50.
004
500.
004
1600
3300
0
Pht
halic
aci
d, p
-10
0-21
-0-B
ladd
er11
0N
A11
00N
A80
0045
000
Pht
halic
anh
ydrid
e85
-44-
9-K
idne
y -N
asal
-Res
pira
tory
76
NA
760
NA
1100
063
000
Pol
ychl
orin
ated
dib
enzo
-p-d
ioxi
ns [
see
Dio
xins
]P
rom
eton
1610
-18-
0-N
one
Spe
cifie
d 2.
414
2414
1200
2300
0
Pro
met
ryn
7287
-19-
6-B
one
Mar
row
-Kid
ney
-Liv
er
0.7
0.5
70.
532
061
00
Pro
pach
lor
1918
-16-
7-L
iver
1.
10.
111
0.1
990
1700
0
Pro
pani
l70
9-98
-8-S
plee
n 0.
40.
24
0.2
390
6700
Pro
pazi
ne13
9-40
-2-B
ody
Wei
ght
0.2
2.7
22.
716
0028
000
- 66
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Prop
ioni
c ac
id, 2
-(2-m
ethy
l-4-
chlo
roph
enox
y) [
or M
CP
P]
93-6
5-2
-Kid
ney
0.03
NA
0.3
NA
6480
0
Prop
oxur
[se
e Ba
ygon
]
Pro
pyle
ne g
lyco
l57
-55-
6-B
lood
-Bon
e M
arro
w
560
140
5600
140
**
Pro
pyle
ne g
lyco
l mon
omet
hyl e
ther
107-
98-2
-Kid
ney
-Liv
er -N
euro
logi
cal
20N
A20
0N
A38
000
3900
00
Pro
pyle
ne o
xide
75-5
6-9
-Car
cino
gen
-Nas
al -R
espi
rato
ry
0.00
06N
A0.
006
NA
3.1
9.3
Pyd
rin [o
r Fen
vale
rate
]51
630-
58-1
-Neu
rolo
gica
l 70
0.00
0170
00.
0001
2100
4600
0
Pyr
ene
129-
00-0
-Kid
ney
880
1.3
8800
1.3
2400
4500
0
Pyr
idin
e11
0-86
-1-L
iver
0.
035.
40.
35.
420
130
Qui
nolin
e91
-22-
5-C
arci
noge
n 0.
0009
NA
0.00
9N
A0.
31.
3
RD
X [
see
Hex
ahyd
ro-1
,3,5
-trin
itro-
1,3,
5-tri
azin
e]R
esm
ethr
in10
453-
86-8
-Rep
rodu
ctiv
e 12
000.
0112
000
0.01
2500
5600
0
Ron
nel
299-
84-3
-Liv
er
1300
0.2
1300
00.
242
0088
000
Rou
ndup
[se
e G
lyph
osat
e]
Sel
eniu
m77
82-4
9-2
(b,c
)-H
air L
oss
-Neu
rolo
gica
l -S
kin
5.2
0.5
527.
444
011
000
Sevi
n [s
ee C
arba
ryl]
Silv
er74
40-2
2-4
(b)
-Ski
n 17
0.01
170
0.06
410
8200
Silv
ex [
see
Tric
hlor
ophe
noxy
pro
pion
ic
acid
]S
imaz
ine
122-
34-9
-Blo
od -C
arci
noge
n 0.
080.
10.
80.
17.
835
- 67
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Stro
ntiu
m74
40-2
4-6
-Bon
e**
*N
A**
*N
A52
000
*
Stry
chni
ne57
-24-
9-M
orta
lity
0.02
0.3
0.2
0.3
2338
0
Sty
rene
100-
42-5
-Blo
od -L
iver
-Neu
rolo
gica
l 3.
616
3616
3600
2300
0
TCD
D, 2
,3,7
,8-
[see
Dio
xins
, as
tota
l 2,
3,7,
8-TC
DD
equ
ival
ents
]TC
E [
see
Tric
hlor
oeth
ene]
Tem
ik [
see
Ald
icar
b]
Terb
acil
5902
-51-
2-L
iver
-Thy
roid
0.
514
514
920
1400
0
Terb
ufos
1307
1-79
-9-N
euro
logi
cal
0.02
0.00
10.
20.
001
1.9
29
Terb
utry
n88
6-50
-0-B
lood
0.
20.
092
0.09
8822
00
Tetra
chlo
robe
nzen
e, 1
,2,4
,5-
95-9
4-3
-Kid
ney
0.5
0.4
50.
412
100
Tetra
chlo
roet
hane
, 1,1
,1,2
-63
0-20
-6-C
arci
noge
n -K
idne
y -L
iver
0.
01N
A0.
1N
A2.
94.
3
Tetra
chlo
roet
hane
, 1,1
,2,2
-79
-34-
5-C
arci
noge
n -L
iver
0.
001
0.08
0.01
0.08
0.7
1.2
Tetra
chlo
roet
hene
[or
PC
E]
127-
18-4
-Car
cino
gen
-Liv
er
0.03
0.1
0.3
0.1
8.8
18
Tetra
chlo
roph
enol
, 2,3
,4,6
-58
-90-
2-L
iver
3.
20.
0732
0.07
2100
3000
0
Tetra
ethy
l dith
iopy
roph
osph
ate
3689
-24-
5-B
one
Mar
row
-Neu
rolo
gica
l 0.
10.
0004
10.
0004
3551
0
Thal
lium
7440
-28-
0-H
air L
oss
-Liv
er
2.8
928
96.
115
0
Thio
benc
arb
2824
9-77
-6-K
idne
y 2.
9N
A29
NA
810
1600
0
Thira
m13
7-26
-8-N
euro
logi
cal
1.1
0.00
511
0.00
540
077
00
- 68
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Tin
7440
-31-
5-K
idne
y -L
iver
**
*N
A**
*N
A47
000
8800
00
Tolu
ene
108-
88-3
-Kid
ney
-Liv
er -N
euro
logi
cal
0.5
5.6
55.
675
0060
000
Tolu
ene
diis
ocya
nate
, 2,4
/2,6
- mix
ture
2647
1-62
-5-R
espi
rato
ry
NA
NA
NA
NA
1.3
15
Tolu
idin
e, p
-10
6-49
-0-C
arci
noge
n 0.
0009
NA
0.00
9N
A2.
24.
5
Toxa
phen
e80
01-3
5-2
-Car
cino
gen
-Dev
elop
men
tal
310.
002
310
0.00
20.
94.
5
Tria
llate
2303
-17-
5-L
iver
-Spl
een
8.4
684
698
016
000
Trib
utyl
tin o
xide
56-3
5-9
-Imm
unol
ogic
al
7.6
0.2
760.
225
570
Tric
hlor
o-1,
2,2-
triflu
oroe
than
e, 1
,1,2
- [o
r C
FC 1
13]
76-1
3-1
-Neu
rolo
gica
l 11
000
NA
1100
00N
A18
000
9600
0
Tric
hlor
oace
tic a
cid
76-0
3-9
-Non
e S
peci
fied
0.04
400
0.4
400
770
8800
Tric
hlor
oben
zene
, 1,2
,3-
87-6
1-6
-Adr
enal
s 4.
65.
646
5.6
650
8200
Tric
hlor
oben
zene
, 1,2
,4-
120-
82-1
-Adr
enal
s 5.
31.
753
1.7
660
8500
Tric
hlor
oben
zene
, 1,3
,5-
108-
70-3
-Non
e S
peci
fied
16N
A16
0N
A26
023
00
Tric
hlor
oeth
ane,
1,1
,1-
[or M
ethy
l ch
loro
form
]71
-55-
6-N
one
Spe
cifie
d 1.
92.
619
2.6
730
3900
Tric
hlor
oeth
ane,
1,1
,2-
79-0
0-5
-Car
cino
gen
-Liv
er
0.03
0.09
0.3
0.09
1.4
2
Tric
hlor
oeth
ene
[or T
CE]
79-0
1-6
-Car
cino
gen
-Non
e S
peci
fied
0.03
0.9
0.3
0.9
6.4
9.3
Tric
hlor
oflu
orom
etha
ne75
-69-
4-C
ardi
ovas
cula
r -K
idne
y -R
espi
rato
ry
33N
A33
0N
A27
015
00
Tric
hlor
ophe
nol,
2,4,
5-95
-95-
4-K
idne
y -L
iver
0.
071.
50.
71.
577
0013
0000
Tric
hlor
ophe
nol,
2,4,
6-88
-06-
2-C
arci
noge
n 0.
060.
10.
60.
170
230
- 69
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Tric
hlor
ophe
noxy
ace
tic a
cid,
2,4
,5-
93-7
6-5
-Kid
ney
0.4
0.8
40.
869
095
00
Tric
hlor
ophe
noxy
pro
pion
ic a
cid,
2, (
2, 4
, 5-
) [o
r Silv
ex]
93-7
2-1
-Liv
er
5.4
NA
54N
A66
014
000
Tric
hlor
opro
pane
, 1,1
,2-
598-
77-6
-Kid
ney
-Liv
er -T
hyro
id
0.3
NA
3N
A76
460
Tric
hlor
opro
pane
, 1,2
,3-
96-1
8-4
-Car
cino
gen
-Kid
ney
-Liv
er
0.00
010.
001
0.00
10.
001
0.06
0.1
Tric
hlor
opro
pene
, 1,2
,3-
96-1
9-5
-Eye
0.
4N
A4
NA
1898
Trie
thyl
amin
e12
1-44
-8-N
asal
NA
NA
NA
NA
4127
0
Trifl
ural
in15
82-0
9-8
-Blo
od -C
arci
noge
n -L
iver
3.
60.
236
0.2
9228
0
Trim
ethy
l pho
spha
te51
2-56
-1-C
arci
noge
n 0.
004
NA
0.04
NA
1957
Trim
ethy
lben
zene
, 1,2
,3-
526-
73-8
-Non
e S
peci
fied
0.3
NA
3N
A18
96
Trim
ethy
lben
zene
, 1,2
,4-
95-6
3-6
-Non
e S
peci
fied
0.3
7.2
37.
218
95
Trim
ethy
lben
zene
, 1,3
,5-
108-
67-8
-Non
e S
peci
fied
0.3
6.7
36.
715
80
Trin
itrob
enze
ne, 1
,3,5
-99
-35-
4-B
lood
-Spl
een
10.
0910
0.09
2000
2600
0
Trin
itrop
heny
lmet
hyln
itram
ine
479-
45-8
-Kid
ney
-Liv
er -S
plee
n 1.
4N
A14
NA
790
1500
0
Trin
itrot
olue
ne, 2
,4,6
-11
8-96
-7-C
arci
noge
n -L
iver
0.
006
0.3
0.06
0.3
2897
Trith
ion
[see
Car
boph
enot
hion
]
TRP
HN
OC
AS-M
ultip
le E
ndpo
ints
Mix
ed C
onta
min
ants
340
340
3400
340
460
2700
Ura
nium
, sol
uble
sal
ts74
40-6
1-1
-Kid
ney
***
NA
***
NA
110
820
Van
adiu
m74
40-6
2-2
(b)
-Hai
r Los
s 98
0N
A98
00N
A67
**10
000
- 70
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
Ver
nam
1929
-77-
7-B
ody
Wei
ght
0.1
0.2
10.
251
510
Vin
yl a
ceta
te10
8-05
-4-K
idne
y -N
asal
0.
43
43
320
1700
Vin
yl c
hlor
ide
75-0
1-4
(i)-C
arci
noge
n -L
iver
0.
007
0.02
0.07
0.02
0.2
0.8
Xyl
enes
, tot
al13
30-2
0-7
-Neu
rolo
gica
l 0.
23.
92
3.9
130
700
Zinc
7440
-66-
6(b
,c)
-Blo
od
***
NA
***
***
2600
063
0000
Zinc
pho
sphi
de13
14-8
4-7
-Bod
y W
eigh
t **
*N
A**
*N
A26
660
Zine
b12
122-
67-7
-Thy
roid
19
0.7
190
0.7
4100
8200
0
- 71
-
Con
tam
inan
ts
Lea
chab
ility
B
ased
on
Gro
undw
ater
C
rite
ria
Res
iden
tial
Tar
get O
rgan
s/Sy
stem
s or
Eff
ects
†D
irec
t Exp
osur
e
Com
mer
cial
/ In
dust
rial
Lea
chab
ility
B
ased
on
Mar
ine
Su
rfac
e W
ater
C
rite
ria
Lea
chab
ility
B
ased
on
Fres
hwat
er
Surf
ace
Wat
er
Cri
teri
a
Lea
chab
ility
B
ased
on
Gro
undw
ater
of
Low
Yie
ld/
Poor
Qua
lity
CA
S#s
Soil
Cle
anup
Tar
get L
evel
sT
able
II
- 72
-
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Acenaphthene 20 20083-32-9
Acenaphthylene 210 2100208-96-8
Acephate 4 40030560-19-1
Acetaldehyde 75-07-0
Acetone 6300 6300067-64-1
Acetonitrile 42 42075-05-8
Acetophenone 700 700098-86-2
Acifluorfen, sodium [or Blazer] 1 10062476-59-9
Acrolein 3.5 35107-02-8
Acrylamide 0.008 0.879-06-1
Acrylic acid 3500 3500079-10-7
Acrylonitrile 0.06 6107-13-1
Alachlor * ***15972-60-8
Aldicarb [or Temik] 7 70116-06-3
Aldicarb sulfone 7 701646-88-4
Aldicarb sulfoxide 7 701646-87-3
Aldrin 0.002 0.2309-00-2
Aliphatic C 05-06 5000 50000Ali-C5-6
Aliphatic >C 06-08 5000 50000Ali-C6-8
Aliphatic >C 08-10 5000 50000Ali-C8-10
Aliphatic >C 10-12 5000 50000Ali-C10-12
Aliphatic >C 12-16 5000 50000Ali-C12-16
Aliphatic >C16-21 5000 50000Ali-C34+
Ally [or Metsulfuron, methyl] 1800 1800074223-64-6
Allyl alcohol 35 350107-18-6
Allyl chloride 35 350107-05-1
Aluminum * **7429-90-5
Aluminum phosphide 2.8 2820859-73-8
- 75 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Ametryn 63 630834-12-8
Ammonia 2800 280007664-41-7
Ammonium sulfamate 1400 140007773-06-0
Anilazine [or Dyrene] 2.8 28101-05-3
Aniline 6.1 61062-53-3
Anthracene 2100 21000120-12-7
Antimony * **7440-36-0
Antimony pentoxide (as Antimony) 3.5 351314-60-9
Antimony potassium tartrate (as Antimony) 6.3 63304-61-0
Antimony tetroxide (as Antimony) 2.8 281332-81-6
Antimony trioxide (as Antimony) 2.8 281309-64-4
Aramite 1.4 140140-57-8
Aroclor mixture [see PCBs]
Aromatic C 05-07 5000 50000Aro-C5-6
Aromatic >C 07-08 5000 50000Aro-C7-8
Aromatic >C 08-10 5000 50000Aro-C8-10
Aromatic >C 10-12 5000 50000Aro-C10-12
Aromatic >C 12-16 5000 50000Aro-C12-16
Aromatic >C 16-21 5000 50000Aro-C16-21
Aromatic >C 21-35 5000 50000Aro-C21+
Arsenic * **NOCAS
Atrazine * ***1912-24-9
Azinphos, methyl [see Guthion]
Azobenzene 0.3 30103-33-3
Barium (soluble salts) * **7440-39-3
Baygon [or Propoxur] 28 280114-26-1
Bayleton 210 210043121-43-3
Benomyl 35 35017804-35-2
- 76 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Bensulide 46 460741-58-2
Bentazon 210 210025057-89-0
Benzaldehyde 700 7000100-52-7
Benzene * ***71-43-2
Benzenethiol 0.07 0.7108-98-5
Benzidine 0.0002 0.0292-87-5
Benzo(a)anthracene 0.05 556-55-3
Benzo(a)pyrene * ***50-32-8
Benzo(b)fluoranthene 0.05 5205-99-2
Benzo(g,h,i)perylene 210 2100191-24-2
Benzo(k)fluoranthene 0.5 50207-08-9
Benzoic acid 28000 28000065-85-0
Benzotrichloride 0.003 0.398-07-7
Benzyl alcohol 2100 21000100-51-6
Benzyl chloride 0.2 20100-44-7
Beryllium * **7440-41-7
Beta radiation * **NOCAS
Betanal [see Phenmedipham]
BHC, alpha- [see Hexachlorocyclohexane, alpha-]BHC, beta- [see Hexachlorocyclohexane, beta-]BHC, delta- [see Hexachlorocyclohexane, delta-]BHC, gamma- [see Hexachlorocyclohexane, gamma-]BHC, technical [see Hexachlorocyclohexane, technical]Bidrin [or Dicrotophos] 0.7 7141-66-2
Bioallethrin 35 35028057-48-9
Biphenyl, 1,1- [or Diphenyl] 0.5 592-52-4
Bis(2-chloro-1-metylethyl)ether [see Bis(2-chloroisopropyl)ether]Bis(2-chloroethoxy)methane 21 210111-91-1
- 77 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Bis(2-chloroethyl)ether 0.03 3111-44-4
Bis(2-chloroisopropyl)ether [or Bis(2-chloro-1-metylethyl)ether]
0.5 5039638-32-9
Bis(2-ethylhexyl)adipate * ***103-23-1
Bis(2-ethylhexyl)phthalate [or DEHP] * ***117-81-7
Bisphenol A 350 350080-05-7
Blazer [see Acifluorfen, sodium]
Boron 1400 140007440-42-8
Bravo [see Chlorothalonil]
Bromacil 70 700314-40-9
Bromate 15541-45-4
Bromochloromethane 91 91074-97-5
Bromodichloromethane 0.6 6075-27-4
Bromodiphenyl ether, p- 70 700101-55-3
Bromoform 4.4 44075-25-2
Bromomethane [or Methyl bromide] 9.8 9874-83-9
Bromoxynil 140 14001689-84-5
Bromoxynil octanoate 140 14001689-99-2
Butane 9100 91000106-97-8
Butanol, n- 700 700071-36-3
Butanol, tert- [see Butyl alcohol, tert-]
Butanone, 2- [see Methyl ethyl ketone]
Butyl acetate, n- 43 430123-86-4
Butyl alcohol, tert- [or Butanol, tert-] 1400 1400075-65-0
Butyl benzyl phthalate 140 140085-68-7
Butylate 350 35002008-41-5
Butylbenzene, sec 280 2800135-98-8
Butylphthalyl butylglycolate 7000 7000085-70-1
Cadmium * **7440-43-9
- 78 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Calcium cyanide 280 2800592-01-8
Captafol 4.1 4102425-06-1
Captan 10 1000133-06-2
Carbaryl [or Sevin] 700 700063-25-2
Carbazole 1.8 18086-74-8
Carbofuran * **1563-66-2
Carbon disulfide 700 700075-15-0
Carbon tetrachloride * ***56-23-5
Carbophenothion [or Trithion] 0.9 9786-19-6
Carboxin 700 70005234-68-4
CFC 113 [see Trichloro-1,2,2-trifluoroethane, 1,1,2-]Chloral hydrate 70 700302-17-0
Chloramben 110 1100133-90-4
Chlordane (total) * ***(a)
Chloride * **16887-00-6
Chlorine 700 70007782-50-5
Chlorine cyanide [or Cyanogen chloride] 350 3500506-77-4
Chlorite (sodium salt) [or Sodium chlorite] 210 21007758-19-2
Chloro-1,1-difluoroethane, 1- 75-68-3
Chloro-1,3-butadiene [or Chloroprene] 140 1400126-99-8
Chloro-3-methylphenol, 4- [see Chloro-m-cresol, p-]Chloroacetic acid 14 14079-11-8
Chloroaniline, p- 28 280106-47-8
Chlorobenzene * **108-90-7
Chlorobenzilate 0.1 10510-15-6
Chlorobenzoic acid, p- 1400 1400074-11-3
Chlorobenzotrifluoride, 4- 140 140098-56-6
Chlorobutane, 1- 2800 28000109-69-3
- 79 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Chlorodifluoromethane 75-45-6
Chlorodiphenyl ether, p- 2.1 217005-72-3
Chloroethane [see Ethyl chloride]
Chloroethyl vinyl ether, 2- 110-75-8
Chloroform 70 70067-66-3
Chloro-m-cresol, p- [or Chloro-3-methylphenol, 4-]
63 63059-50-7
Chloromethane [see Methyl chloride]
Chloronaphthalene, beta- 560 560091-58-7
Chloronitrobenzene, o- 1.4 14088-73-3
Chloronitrobenzene, p- 1.9 190100-00-5
Chlorophenol, 2- 35 35095-57-8
Chlorophenol, 3- 0.1 1108-43-0
Chlorophenol, 4- 0.1 1106-48-9
Chloropicrin 7.3 7376-06-2
Chloroprene [see Chloro-1,3-butadiene]
Chloropropane, 2- 75-29-6
Chlorothalonil [or Bravo] 3.2 3201897-45-6
Chlorotoluene, o- 140 140095-49-8
Chlorotoluene, p- 140 1400106-43-4
Chlorpropham 1400 14000101-21-3
Chlorpyrifos 21 2102921-88-2
Chlorpyrifos, methyl 70 7005598-13-0
Chlorsulfuron 350 350064902-72-3
Chromium (hexavalent) 18540-29-9
Chromium (total) * **NOCAS
Chromium (trivalent) 16065-83-1
Chrysene 4.8 480218-01-9
Cobalt 140 14007440-48-4
- 80 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Copper * **7440-50-8
Copper cyanide 35 350544-92-3
Coumaphos 1.8 1856-72-4
Cresol, m- [see Methylphenol, 3-]
Cresol, o- [see Methylphenol, 2-]
Cresol, p- [see Methylphenol, 4-]
Crotonaldehyde 0.02 2123-73-9
Cumene [or Isopropyl benzene] 0.8 898-82-8
Cyanazine 0.04 421725-46-2
Cyanide, free * **57-12-5
Cyanogen 280 2800460-19-5
Cyanogen chloride [see Chlorine cyanide]
Cycloate 35 3501134-23-2
Cyclohexanone 35000 350000108-94-1
Cyclohexylamine 1400 14000108-91-8
Cyhalothrin [or Karate] 35 35068085-85-8
Cymene, p- 99-87-6
Cypermethrin 7 7052315-07-8
Dacthal [or DCPA] 70 7001861-32-1
Dalapon * **75-99-0
DB, 2,4- [see Dichlorophenoxy butyric acid, 2,4-]DBCP, 1,2- [see Dibromo-3-chloropropane, 1,2-]DCPA [see Dacthal]
DDD, 4,4'- [see Dichlorodiphenyldichloroethane, p,p']DDE, 4,4'- [see Dichlorodiphenyldichloroethylene, p,p'-]DDT, 4,4'- [see Dichlorodiphenyltrichloroethane, p,p'-]Decabromodiphenyl ether 7 701163-19-5
DEET 6300 63000134-62-3
- 81 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
DEHP [see Bis(2-ethylhexyl)phthalate]
Demeton 0.3 38065-48-3
Diallate 0.6 602303-16-4
Diazinon 6.3 63333-41-5
Dibenz(a,h)anthracene 0.005 0.553-70-3
Dibenzofuran 28 280132-64-9
Dibromo-3-chloropropane, 1,2- [or DBCP, 1,2-]
* ***96-12-8
Dibromoacetonitrile 3252-43-5
Dibromobenzene, 1,4- 70 700106-37-6
Dibromochloromethane 0.4 40124-48-1
Dibromoethane, 1,2- [or EDB] * ***106-93-4
Dibutyl phthalate 700 700084-74-2
Dicamba 210 21001918-00-9
Dichloroacetic acid 0.7 7079-43-6
Dichloroacetonitrile 5.6 563018-12-0
Dichlorobenzene, 1,2- * **95-50-1
Dichlorobenzene, 1,3- 210 2100541-73-1
Dichlorobenzene, 1,4- * ***106-46-7
Dichlorobenzidine, 3,3'- 0.08 891-94-1
Dichlorobenzophenone, 4,4'- 210 210090-98-2
Dichlorodifluoromethane 1400 1400075-71-8
Dichlorodiphenyldichloroethane, p,p'- [or DDD, 4,4'-]
0.1 1072-54-8
Dichlorodiphenyldichloroethylene, p,p'- [or DDE, 4,4'-]
0.1 1072-55-9
Dichlorodiphenyltrichloroethane, p,p'- [or DDT, 4,4'-]
0.1 1050-29-3
Dichloroethane, 1,1- 70 70075-34-3
Dichloroethane, 1,2- [or EDC] * ***107-06-2
Dichloroethene, 1,1- * **75-35-4
Dichloroethene, 1,2- (mixture) 63 630540-59-0
- 82 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Dichloroethene, cis-1,2- * **156-59-2
Dichloroethene, trans-1,2- * **156-60-5
Dichlorophenol, 2,3- 0.04 0.4576-24-9
Dichlorophenol, 2,4- 0.3 3120-83-2
Dichlorophenol, 2,5- 0.5 5583-78-8
Dichlorophenol, 2,6- 0.2 287-65-0
Dichlorophenol, 3,4- 0.3 395-77-2
Dichlorophenoxy acetic acid, 2,4- * **94-75-7
Dichlorophenoxy butyric acid, 2,4- [or DB, 2,4-]
56 56094-82-6
Dichloropropane, 1,2- * ***78-87-5
Dichloropropene, 1,3- 0.4 40542-75-6
Dichlorprop 35 350120-36-5
Dichlorvos 0.1 1062-73-7
Dicofol [or Kelthane] 0.08 8115-32-2
Dicrotophos [see Bidrin]
Dieldrin 0.002 0.260-57-1
Diethyl phthalate 5600 5600084-66-2
Diethylene glycol, monoethyl ether 14000 140000111-90-0
Diethylstilbestrol 0.000007 0.000756-53-1
Diisopropyl methylphosphonate 560 56001445-75-6
Dimethoate 1.4 1460-51-5
Dimethoxybenzidine, 3,3'- 2.5 250119-90-4
Dimethrin 2100 2100070-38-2
Dimethylamine 124-40-3
Dimethylaniline, 2,4- 0.05 595-68-1
Dimethylaniline, N,N- 14 140121-69-7
Dimethylbenzidine, 3,3'- 0.004 0.4119-93-7
Dimethylformamide, N,N- 700 700068-12-2
- 83 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Dimethylphenol, 2,4- 140 1400105-67-9
Dimethylphenol, 2,6- 4.2 42576-26-1
Dimethylphenol, 3,4- 7 7095-65-8
Dimethylphthalate 70000 700000131-11-3
Dinitrobenzene, 1,2- (o) 2.8 28528-29-0
Dinitrobenzene, 1,3- (m) 0.7 799-65-0
Dinitrobenzene, 1,4- (p) 2.8 28100-25-4
Dinitro-o-cresol, 4,6- 0.7 7534-52-1
Dinitro-o-cyclohexylphenol 14 140131-89-5
Dinitrophenol, 2,4- 14 14051-28-5
Dinitrotoluene, 2,4- 0.05 5121-14-2
Dinitrotoluene, 2,6- 0.05 5606-20-2
Di-n-octylphthalate 140 1400117-84-0
Dinoseb * **88-85-7
Dioxane, 1,4- 3.2 320123-91-1
Dioxins, as total 2,3,7,8-TCDD equivalents * ***1746-01-6
Diphenamid 210 2100957-51-7
Diphenyl [see Biphenyl, 1,1-]
Diphenylamine, N,N- 180 1800122-39-4
Diphenylhydrazine, 1,2- 0.04 4122-66-7
Diquat * **85-00-7
Disulfoton 0.3 3298-04-4
Diuron 14 140330-54-1
Dyrene [see Anilazine]
EDB [see Dibromoethane, 1,2-]
EDC [see Dichloroethane, 1,2-]
Endosulfan (alpha+beta+sulfate) 42 420115-29-7
Endothall * **145-73-3
- 84 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Endrin * **72-20-8
EPEG [see Ethylphthalyl ethylglycolate]
Epichlorohydrin 3.5 350106-89-8
EPN [see Ethyl p-nitrophenyl phenylphosphorothioate]EPTC [see Ethyl dipropylthiocarbamate, S-]
Ethanol 10000 10000064-17-5
Ethion 3.5 35563-12-2
Ethoprop 0.7 713194-48-4
Ethoxyethanol acetate, 2- 2100 21000111-15-9
Ethoxyethanol, 2- 2800 28000110-80-5
Ethyl acetate 6300 63000141-78-6
Ethyl acrylate 0.4 40140-88-5
Ethyl chloride [or Chloroethane] 12 120075-00-3
Ethyl dipropylthiocarbamate, S- [or EPTC] 180 1800759-94-4
Ethyl ether 750 750060-29-7
Ethyl methacrylate 630 630097-63-2
Ethyl p-nitrophenyl phenylphosphorothioate [or EPN]
0.07 0.72104-64-5
Ethylbenzene * **100-41-4
Ethylene diamine 140 1400107-15-3
Ethylene glycol 14000 140000107-21-1
Ethylene oxide 0.03 375-21-8
Ethylene thiourea [or ETU] 0.3 3096-45-7
Ethylphthalyl ethylglycolate [or EPEG] 21000 21000084-72-0
ETU [see Ethylene thiourea]
Famphur 3.5 3552-85-7
Fenamiphos 1.8 1822224-92-6
Fenamiphos metabolites NOCAS
Fensulfothion 1.8 18115-90-2
- 85 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Fenvalerate [see Pydrin]
Fluometuron 91 9102164-17-2
Fluoranthene 280 2800206-44-0
Fluorene 280 280086-73-7
Fluoride * **7782-41-4
Fluoridone 560 560059756-60-4
Fonofos 14 140944-22-9
Formaldehyde 600 600050-00-0
Formic acid 14000 14000064-18-6
Furan 7 70110-00-9
Furfural 21 21098-01-1
Glycidaldehyde 2.8 28765-34-4
Glyphosate [or Roundup] * **1071-83-6
Gross alpha radiation * **14127-62-9
Guthion [or Methyl azinphos] 11 11086-50-0
Heptachlor * ***76-44-8
Heptachlor epoxide * ***1024-57-3
Hexachloro-1,3-butadiene 0.4 4087-68-3
Hexachlorobenzene * ***118-74-1
Hexachlorocyclohexane, alpha- [or BHC, alpha-]
0.006 0.6319-84-6
Hexachlorocyclohexane, beta- [BHC, beta-] 0.02 2319-85-7
Hexachlorocyclohexane, delta- [or BHC, delta-]
2.1 21319-86-8
Hexachlorocyclohexane, gamma- [or Lindane or BHC, gamma-]
* ***58-89-9
Hexachlorocyclohexane, technical [ or BHC, technical]
0.02 2608-73-1
Hexachlorocyclopentadiene * **77-47-4
Hexachlorodibenzo-p-dioxin (mixture) 0.000006 0.000619408-74-3
Hexachloroethane 2.5 25067-72-1
Hexachlorophene 2.1 2170-30-4
- 86 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Hexahydro-1,3,5-trinitro-1,3,5-triazine [or RDX]
0.3 30121-82-4
Hexane, n- 6 60110-54-3
Hexanone, 2- [or Methyl butyl ketone] 280 2800591-78-6
Hexazinone 230 230051235-04-2
HMX [see Octahydro-1,3,5,7-tetranitro-tetrazocine]Hydrogen cyanide (as Cyanide) 140 140074-90-8
Hydrogen sulfide 21 2107783-06-4
Hydroquinone 280 2800123-31-9
Indeno(1,2,3-cd)pyrene 0.05 5193-39-5
Iprodione 280 280036734-19-7
Iron * **7439-89-6
Isobutyl alcohol 2100 2100078-83-1
Isophorone 37 370078-59-1
Isopropanol 67-63-0
Isopropyl benzene [see Cumene]
Karate [see Cyhalothrin, lambda]
Kelthane [see Dicofol]
Kepone 0.004 0.4143-50-0
Lead * **7439-92-1
Limonene 700 7000138-86-3
Lindane [see Hexachlorocyclohexane, gamma-]Linuron 1.4 14330-55-2
Lithium 140 14007439-93-2
MADEP C11-C22 Aromatics 5000 50000MA C11-C22 Ar
MADEP C19-C36 Aliphatics 5000 50000MA C19-C36 A
MADEP C5-C8 Aliphatics 5000 50000MA C5-C8 Ali
MADEP C9-C10 Aromatics 5000 50000MA C9-C10 Aro
MADEP C9-C12 Aliphatics 5000 50000MA C9-C12 Ali
- 87 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
MADEP C9-C18 Aliphatics 5000 50000MA C9-C18 Ali
Malathion 140 1400121-75-5
Maleic anhydride 108-31-6
Maleic hydrazide 3500 35000123-33-1
Malonitrile 0.1 1109-77-3
Mancozeb 210 21008018-01-7
Maneb 35 35012427-38-2
Manganese 50 5007439-96-5
MCPA [see Methyl-4-chlorophenoxy acetic acid, 2- ]MCPP [see Propionic acid, 2-(2-methyl-4-chlorophenoxy)]Mercuric chloride (as Mercury) 0.2 27487-94-7
Mercury * **7439-97-6
Mercury, methyl- [see Methylmercury]
Merphos 0.2 2150-50-5
Merphos oxide 0.2 278-48-8
Metalaxyl 420 420057837-19-1
Methacrylonitrile 0.7 7126-98-7
Methamidophos 0.4 410265-92-6
Methanol 3500 3500067-56-1
Methidathion 0.7 7950-37-8
Methomyl 180 180016752-77-5
Methoxy-5-nitroaniline, 2- 0.8 8099-59-2
Methoxychlor * **72-43-5
Methoxyethanol, 2- 7 70109-86-4
Methyl acetate 3000 3000079-20-9
Methyl acrylate 210 210096-33-3
Methyl azinphos [see Guthion]
Methyl bromide [see Bromomethane]
- 88 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Methyl butyl ketone [see Hexanone, 2-]
Methyl chloride [or Chloromethane] 2.7 27074-87-3
Methyl chloroform [see Trichloroethane, 1,1,1-]Methyl ethyl ketone [or Butanone, 2-] 4200 4200078-93-3
Methyl isobutyl ketone [or MIBK] 560 5600108-10-1
Methyl methacrylate 25 25080-62-6
Methyl parathion [or Parathion, methyl] 1.8 18298-00-0
Methyl styrene (mixed) 42 42025013-15-4
Methyl styrene, alpha 490 490098-83-9
Methyl tert-butyl ether [or MTBE] 20 2001634-04-4
Methyl(1,4-chlorophenoxy)propionic acid 7085-19-0
Methyl-4-chlorophenoxy acetic acid, 2- [or MCPA]
3.5 3594-74-6
Methyl-4-nitroaniline, 2- 1.1 11099-52-5
Methyl-5-nitroaniline, 2- 1.1 11099-55-8
Methylaniline, 2- 0.1 1095-53-4
Methylene bis(2-chloroaniline), 4,4- 0.3 30101-14-4
Methylene bromide 70 70074-95-3
Methylene chloride * ***75-09-2
Methylene diphenyl diisocyanate 101-68-8
Methylmercury [or Mercury, methyl] 0.07 0.722967-92-6
Methylnaphthalene, 1- 28 28090-12-0
Methylnaphthalene, 2- 28 28091-57-6
Methylphenol, 2- [or Cresol, o-] 35 35095-48-7
Methylphenol, 3- [or Cresol, m-] 35 350108-39-4
Methylphenol, 4- [or Cresol, p-] 3.5 35106-44-5
Metolachlor 110 110051218-45-2
Metribuzin 180 180021087-64-9
Metsulfuron, methyl [see Ally]
- 89 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Mevinphos 1.8 187786-34-7
MIBK [see Methyl isobutyl ketone]
Mirex 1.4 142385-85-5
Molinate 14 1402212-67-1
Molybdenum 35 3507439-98-7
MS Aliphatics 980 9800111-84-3
MS Aromatics 1400 14000111-84-4
MTBE [see Methyl tert-butyl ether]
Naled 14 140300-76-5
Naphthalene 14 14091-20-3
Naphthylamine, 2- 0.0003 0.0391-59-8
Napropamide 700 700015299-99-7
Nickel * **7440-02-0
Nickel subsulfide * **12035-72-2
Nitrate * **14797-55-8
Nitrate+Nitrite * **NOCAS
Nitrite * **14797-65-0
Nitroaniline, m- 1.7 17099-09-2
Nitroaniline, o- 21 21088-74-4
Nitroaniline, p- 1.7 170100-01-6
Nitrobenzene 3.5 3598-95-3
Nitroglycerin 2.5 25055-63-0
Nitrophenol, 2- 56 56088-75-5
Nitrophenol, 4- 56 560100-02-7
Nitroso-di-ethylamine, N- 0.0002 0.0255-18-5
Nitroso-dimethylamine, N- 0.0007 0.0762-75-9
Nitroso-di-n-butylamine, N- 0.006 0.6924-16-3
Nitroso-di-n-propylamine, N- 0.005 0.5621-64-7
- 90 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Nitroso-diphenylamine, N- 7.1 71086-30-6
Nitroso-N-methylethylamine, N- 0.002 0.210595-95-6
Nitrosopyrrolidine, N- 0.02 2930-55-2
Nitrotoluene, m- 140 140099-08-1
Nitrotoluene, o- 70 70088-72-2
Nitrotoluene, p- 70 70099-99-0
Nonylphenol 8.4 8425154-52-3
Norflurazon 280 280027314-13-2
Octahydro-1,3,5,7-tetranitro-tetrazocine [or HMX]
350 35002691-41-0
Octamethylpyrophosphoramide 14 140152-16-9
Oryzalin 35 35019044-88-3
Oxadiazon 35 35019666-30-9
Oxamyl * **23135-22-0
Paraquat 3.2 321910-42-5
Parathion 4.2 4256-38-2
Parathion, methyl [see Methyl parathion]
PCBs [or Aroclor mixture] * ***1336-36-3
PCE [see Tetrachloroethene]
Pebulate 350 35001114-71-2
Pendimethalin 280 280040487-42-1
Pentachlorobenzene 5.6 56608-93-5
Pentachloronitrobenzene 0.1 1082-68-8
Pentachlorophenol * ***87-86-5
Perchlorate 4 407601-90-3
Permethrin 350 350052645-53-1
Phenanthrene 210 210085-01-8
Phenmedipham [or Betanal] 1800 1800013684-63-4
Phenol 10 100108-95-2
- 91 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Phenylenediamine, m- 42 420108-45-2
Phenylenediamine, o- 0.7 7095-54-5
Phenylenediamine, p- 1300 13000106-50-3
Phenylphenol, 2- 18 180090-43-7
Phorate 1.4 14298-02-2
Phosmet 140 1400732-11-6
Phosphine 2.1 217803-51-2
Phthalic acid, p- 7000 70000100-21-0
Phthalic anhydride 14000 14000085-44-9
Picloram * **1918-02-1
Polychlorinated dibenzo-p-dioxins [see Dioxins]Polycyclic Aromatic Hydrocarbons (PAHs)
Polysorbate 80 35000 3500009005-65-6
Potassium cyanide 350 3500151-50-8
Profluralin 42 42026399-36-0
Prometon 110 11001610-18-0
Prometryn 28 2807287-19-6
Pronamide 53 53023950-58-5
Propachlor 91 9101918-16-7
Propanil 35 350709-98-8
Propargite 140 14002312-35-8
Propazine 14 140139-40-2
Propham 140 1400122-42-9
Propiconazole 91 91060207-90-1
Propionic acid, 2-(2-methyl-4-chlorophenoxy) [or MCPP]
7 7093-65-2
Propoxur [see Baygon]
Propylene glycol 140000 140000057-55-6
Propylene glycol monoethyl ether 1569-02-4
- 92 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Propylene glycol monomethyl ether 4900 49000107-98-2
Propylene oxide 0.1 1075-56-9
Pydrin [or Fenvalerate] 180 180051630-58-1
Pyrene 210 2100129-00-0
Pyridine 7 70110-86-1
Quinoline 0.01 191-22-5
Radium, 226 and 228 (combined) * **7440-14-4
RDX [see Hexahydro-1,3,5-trinitro-1,3,5-triazine]Resmethrin 210 210010453-86-8
Ronnel 350 3500299-84-3
Rotenone 28 28083-79-4
Roundup [see Glyphosate]
Selenious acid (as Selenium) 35 3507783-00-8
Selenium * **7782-49-2
Sevin [see Carbaryl]
Silver * **7440-22-4
Silvex [see Trichlorophenoxy propionic acid]
Simazine * ***122-34-9
Sodium * **7440-23-5
Sodium chlorite [see Chlorite (sodium salt)]
Sodium cyanide (as Cyanide) 280 2800143-33-9
Strontium 4200 420007440-24-6
Strychnine 2.1 2157-24-9
Styrene * **100-42-5
Sulfate * **14808-79-8
TCDD, 2,3,7,8- [see Dioxins, as total 2,3,7,8-TCDD equivalents]TCE [see Trichloroethene]
TCMTB [see Thiocyanomethylthio-benzothiazole, 2-]
- 93 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
TDS [see Total dissolved solids]
Tebuthiuron 490 490034014-18-1
Temephos 140 14003383-96-8
Temik [see Aldicarb]
Terbacil 91 9105902-51-2
Terbufos 0.2 213071-79-9
Terbutryn 7 70886-50-0
Tetrachlorobenzene, 1,2,4,5- 2.1 2195-94-3
Tetrachlorodibenzofuran, 2,3,7,8- 51207-31-9
Tetrachloroethane, 1,1,1,2- 1.3 130630-20-6
Tetrachloroethane, 1,1,2,2- 0.2 2079-34-5
Tetrachloroethene [or PCE] * ***127-18-4
Tetrachlorophenol, 2,3,4,6- 210 210058-90-2
Tetraethyl dithiopyrophosphate 3.5 353689-24-5
Thallium * **7440-28-0
Thallium acetate (as Thallium) 0.6 6563-68-8
Thallium carbonate (as Thallium) 0.6 66533-73-9
Thallium chloride (as Thallium) 0.6 67791-12-0
Thallium nitrate (as Thallium) 10102-45-0
Thallium sulfate (as Thallium) 0.6 67446-18-6
Thiobencarb 70 70028249-77-6
Thiocyanomethylthio-benzothiazole, 2- [or TCMTB]
2.8 2821564-17-0
Thiram 35 350137-26-8
Tin 4200 420007440-31-5
Titanium Dioxide 13463-67-7
Toluene * **108-88-3
Toluene diisocyanate, 2,4/2,6- mixture 26471-62-5
Toluene-2,4-diamine 0.01 195-80-7
- 94 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Toluidine, p- 0.2 20106-49-0
Total dissolved solids [or TDS] * **C-010
Toxaphene * ***8001-35-2
Triallate 91 9102303-17-5
Tributyltin oxide 2.1 2156-35-9
Trichloro-1,2,2-trifluoroethane, 1,1,2- [or CFC 113]
210000 210000076-13-1
Trichloroacetic acid 9.1 9176-03-9
Trichlorobenzene, 1,2,3- 70 70087-61-6
Trichlorobenzene, 1,2,4- * **120-82-1
Trichlorobenzene, 1,3,5- 40 400108-70-3
Trichloroethane, 1,1,1- [or Methyl chloroform]
* **71-55-6
Trichloroethane, 1,1,2- * ***79-00-5
Trichloroethene [or TCE] * ***79-01-6
Trichlorofluoromethane 2100 2100075-69-4
Trichlorophenol, 2,4,5- 1 1095-95-4
Trichlorophenol, 2,4,6- 3.2 32088-06-2
Trichlorophenoxy acetic acid, 2,4,5- 70 70093-76-5
Trichlorophenoxy propionic acid, 2, (2, 4, 5-) [or Silvex]
* **93-72-1
Trichloropropane, 1,1,2- 35 350598-77-6
Trichloropropane, 1,2,3- 0.02 296-18-4
Trichloropropene, 1,2,3- 35 35096-19-5
Triethylamine 121-44-8
Trifluralin 4.5 4501582-09-8
Trimethyl phosphate 0.9 90512-56-1
Trimethylbenzene, 1,2,3- 10 100526-73-8
Trimethylbenzene, 1,2,4- 10 10095-63-6
Trimethylbenzene, 1,3,5- 10 100108-67-8
Trinitrobenzene, 1,3,5- 210 210099-35-4
- 95 -
Contaminant Groundwater Criteria
CAS# Natural
AttenuationDefault Source
Natural Attenuation Default ConcentrationsTable V
Trinitrophenylmethylnitramine 70 700479-45-8
Trinitrotoluene, 2,4,6- 1.2 120118-96-7
Trithion [see Carbophenothion]
TRPH 5000 50000NOCAS
Uranium, soluble salts 21 2107440-61-1
Vanadium 49 4907440-62-2
Vanadium pentoxide (as Vanadium) 63 6301314-62-1
Vanadium sulfate (as Vanadium) 36907-42-3
Vernam 7 701929-77-7
Vinyl acetate 88 880108-05-4
Vinyl chloride * ***75-01-4
White phosphorus 0.1 17723-14-0
Xylenes, total * **1330-20-7
Zinc * **7440-66-6
Zinc chloride 2100 210007646-85-7
Zinc phosphide 2.1 211314-84-7
Zineb 350 350012122-67-7
- 96 -
Generic Quality Assurance Project Plan – City of Live Oak Environmental Consulting & Technology, Inc.
Attachment DPalm Beach Laboratories Quality Assurance
Manual
2.0
TABLE OF CONTENTS
Section Page Revision Date
2.0
2.0
2.0
2.0
2.0
TABLE OF CONTENTS
Figures
2.0
2.0
TABLE OF CONTENTS
Lists
2.0
TABLE OF CONTENTS
Tables
3.0
3.0 Quality Assurance and Quality Control
3.0
3.1 Commitment to Quality Assurance
3.2 Purpose
3.3 Scope
3.4 Proficiency Test Program
3.0
REQUIREMENTS FOR ACCREDITATIONInitial Accreditation
Continued Accreditation
3.0
3.0
PT Sample Reporting Requirements:
-
3.0
PT Sample Record Retention Requirements:
3.0
PT Requirements for Corrective Action:
3.5 Data Integrity Procedures
3.0
3.6 Record Maintenance (If PBEL sells, closes or transfers the business)
3.7 Criteria for accepting New Work (Accommodations & Environmental Conditions)
3.0
3.8 Improvement
3.0
PALM BEACH ENVIRONMENTAL LABORATORIES, INC.Ethical Conduct and Integrity Agreement
PBEL
3.0
Figure 3.2
Demonstration of Capability Certification Statement
PBEL
3.0
Figure 3.3
Employee Quality Manual & SOP List
Employee Name____________________________________________________________Quality Manual Read_______________ Quality Manual Version #_________________Quality Manual Read_______________ Quality Manual Version #_________________Quality Manual Read_______________ Quality Manual Version #_________________
Standard Operating Procedures;Semi-Volatiles
Volatiles
Metals
QA/QC
I the undersigned have read, understood and agree to perform the most recent version SOP.
______________________________ __________________________ Employee Signature Approving Signature
PBEL
3.0
Figure 3.4Continued Proficiency
PBEL
3.0
Table 3.1
TERMS AND DEFINITIONS
3.1 Accreditation Body:
3.2 Accreditation Field of Proficiency Testing:
3.3 Analysis Date:
3.4 Experimental Field of Proficiency Testing Experimental FoPT :
3.5 Field of Accreditation:
3.6 Field of Proficiency Testing FoPT :
3.7 Primary Accreditation Body (Primary AB):
3.8 Proficiency Testing (PT):
3.9 Proficiency Testing Program (PT Program):
3.10 Proficiency Testing Provider (PTP):
3.11 Proficiency Testing Provider Accreditor (PTPA):
3.0
3.12 Proficiency Testing Sample (PT Sample):
3.13 Proficiency Testing Study (PT Study):
3.14 PT Study Closing Date:
3.15 PT Study Opening Date:
3.16 Revocation:
3.17 Study:
3.18 Supplemental Proficiency Testing Study Supplemental PT Study :
3.19 Suspension:
4.0
4.0 Organization and Responsibilities
4.1 Personnel
4.0
4.2 Key Personnel
Pamela Shore, President, Field/Laboratory Quality Assurance Director
Andrew Donavan, Laboratory Technical Director
4.0
u
Diana Magierowski, Laboratory Support Manager/Deputy QA Officer/ Account Executive
4.0
4.0
Figure 4.1
Laboratory Approved Signatures & Initials
Pamela Shore President/ QA Officer
Drew Donovan Technical Director
Diana Magierowski Laboratory Support Manager/Deputy QA Officer
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 1 of 13
5.0 Quality Assurance Objectives
Precision
Accuracy
Representativeness-
Comparability
Completeness
Adherence to standard procedures maximizes the probability that the data sets generated
from different laboratories can be validly compared to one another.
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 2 of 13
5.1 Method Detection Limit (MDL)
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 3 of 13
5.2 Practical Quantitation Limits (PQLs)
Note: MDLs and PQLs for soil/sediment matrices are based on method-specific sample dry weights. Detection limits may vary from that published, due to moisture content, dilution effects, interferences, special reporting requirements, etc.PQL reporting limits are reported in units of parts per billion (ppb) unless otherwise noted.
5.3 Traceability of Measurements:
5.4 Traceability of Calibration
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 4 of 13
5.5 Estimating Uncertainty of Measurement
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 5 of 13
Control charts
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 6 of 13
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 7 of 13
Repeatability and reproducibility
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 8 of 13
Control of bias
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 9 of 13
Control of precision
given
5.6 Standard Operating Procedures (SOPs)
5.7 Sample Preparation Methods
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 10 of 13
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 11 of 13
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 12 of 13
Section: 5.0 Date: 03/15/05 Revision Date: 02/27/11 Revision # 5
Page 13 of 13
6.0
6.0 Field Sampling
6.0
6.0
Figure 6.1: Field Service Order
6.0
Figure 6.2: Groundwater Sampling Log
6.0
List 6.1: Field Equipment
6.0
Table 6.1; 40
6.0
,
6.0
6.0
40 CFR Part 136 Table II, continued
6.0
40 CFR Part 136 Table II, continued
6.0
40 CFR Part 136 Table II, continued
6.0
40 CFR Part 136 Table II, continued
7.0
7.0 Sample Custody
7.0
7.0
7.1 Review of Requests, Tenders or Contracts
7.0
7.2 Chain of Custody
7.3 Sample Storage & Sample Security
7.0
7.4 Sample Disposal
7.5 Subcontracted Laboratories
7.6 Electronic Data Documentation
7.7Laboratory Information Management System (LIMS)
7.0
Figure 7.1
7.0
Figure 7.2
Palm Beach Environmental Laboratories, Inc. Sample Acceptance Policy
Thank you!
Client Signature_________________________
Date__________________________________
Laboratory Signature_____________________
7.0
Figure 7.3Sample Non-Conformance Form
*****To be filed with C.O.C. *****
7.0
Figure 7.4
INTENTION TO SUB-CONTRACT
This letter is to inform you that your samples listed below, are being sent for analysis to a subcontracting NELAP certified laboratory.
*****To be filed with C.O.C. *****
7.0
Figure 7.5
Requests, Tenders & Contracts
7.0
Figure 7.6Sample Log-In
Log # Client Matrix
Parameters # of Sam
ples
# ofB
ottles
Date
Sampled
Date
Received
Sub &D
ate
COC Comments Entered in LIMS
7.0
Figure 7.7
Report Cover Sheet
7.0
1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 1 of 6
7.0
7.0
Figure 7.9
All samples are labeled with permanent ink on a durable label.
7.0
Figure 7.10
PPalm Beach Environmental Laboratories, Inc. QQuualifiers Qualifier
7.0
7.0
7.0
7.0
7.0
Table 7.1
SAMPLE VOLUME, PRESERVATIVE, HOLDING TIMEAnalytical Parameter Maximum Holding Time Container Type Preservative Minimum
Amount
7.0
Analytical Parameter Maximum Holding Time Container Type Preservative AmountOrganics:
7.0
7.0
List 7.1 List of Subcontractors
PACE5460 Beaumont Center Blvd. Suite 520 Tampa, Florida 33634 Attn: Mike Palmer(813)881-9401
Everglades Laboratories 1602 Clare Avenue West Palm Beach, Florida 33401 Attn: Dr. Ben Martin(561)833-4200
Florida Spectrum Environmental Laboratory, Inc. 1460 W McNab Road Fort Lauderdale, Florida 33309 Attn: Lyle Johnson (954) 978-6400
Test America2846 Industrial Plaza Drive Tallahassee, Fl. 32301 Noel(850)-878-3994
ENCO Laboratories 4810 Executive Park CourtSuite 111Jacksonville, Fl 32216-6069 Tanya Bechtold (904) 296-3007
8.0
8.0 Analytical Procedures
8.1 Analytical Modifications
8.2 Alternative or Proposed New Methods
8.3 Laboratory Operations
8.0
8.4 Reagent/Chemical Storage
8.0
8.5 Material Safety Data Sheets
8.6 Waste Disposal
8.0
TABLE 8.1
Chemical Waste Disposal
8.0
TABLE 8.2 STANDARD AND REAGENT STORAGE
CHEMICAL METHOD OF STORAGE
8.0
LIST 8.1
40 CFR PART 261 -IDENTIFICATION AND LISTING OF HAZARDOUS WASTE
(d) Samples.
8.0
Acids Hazards First Aid(Skin)
Fire-Fighting Spillage
Bases
Solvents
8.0
Solvents Hazards First Aid(Skin)
Fire-Fighting Spillage
9.0
9.0 Instrument Calibration & Maintenance
9.0
9.1 Laboratory Instrument Calibration
9.0
9.2 QC Data
9.0
recommended
9.0
9.3 Traceability of Measurements
9.0
9.4 Standard and Reagents Preparation & Traceability
9.0
9.0
List 9.1
SCIENTIFIC INSTRUMENTATION
Volatiles
Pesticides
u
u
Semi-Volatiles
9.0
Extractions
Metals
Field
9.0
Figure 9.1
Records of Instrumentation
10.0
10.0 Preventative Maintenance/Action
Instrument Maintenance Frequency
10.1 Laboratory Cleanliness & Safety
10.0
10.0
10.2 Glassware
10.3 Chemicals
10.0
Table 10.1
Preventative Maintenance – Laboratory
Instrument Activity
10.0
Table 10.2
Preventative Maintenance – Field
Instrument Activity Frequency
11.0
Essential Quality Control Procedure
11.1 Laboratory QC Checks
An analyte free matrix to which all reagents are added in the same volumes or proportions as
used in thesample processing. The method blank should be carried through the complete sample
preparation and analytical procedure. The method blank is used to document contamination
resulting from the analytical process. Each blank is critically evaluated as to the nature of any
11.0
interference and the effect on each sample. For a method blank to acceptable for use with the
accompanying samples, the concentration in the blank of any analyte of concern should not be
higher than the method detection limit.
Method Blanks are performed at a frequency of one per batch of 20 samples per matrix type per
sample extraction or preparation method. The results of the analysis shall be one of the QC
measures to be used to assess batch acceptance. The source of contamination must be
investigated and measures taken to correct, minimizeor eliminate the problem if:
Theblank contamination exceeds a concentration greater than 1/10 of the measured
concentration of any sample in the associated sample batch or theblank contamination exceeds
the concentration present in the samples and is greater than 1/10 of the specified regulatory limit.
Any samples associated with the contaminated blank shall be reprocessed for analysis or the
results reported with appropriate data qualifying codes.
11.0
permit specified analytes and other client requested components.
11.0
A second aliquot of sample spiked with a known concentration of target analyte(s). The spiking
occurs prior to sample preparation and analysis. MSD are performed at a frequency of one per
batch of 20 samples per matrix type per sample extraction or preparation method They are used
to document the precision and bias of a method in a given sample matrix.
11.0
11.0
component and a common systemic error (or bias) component. Accuracy is evaluated through the
analysis of surrogate spikes, laboratory control samples (LCS) and matrix spike samples.
11.0
Precision
Precision of Multiple Replicates:
Accuracy & Precision;
11.0
Arithmetic Mean: Average of all values.
_ n
Confidence Limit:
Range
_ _
Sample Standard Deviation:n
11.0
Standard Deviation
Relative Standard Deviation
Variance:
n
Co-efficient of Variance:
Percent recovery of known concentrations:
11.0
Calibration Curves;
Elimination of Analytical Uncertainty:
11.0
Field Quality Control Checks
:
11.0
11.0
Analytical Sample
Batch-
Bias:
Calibration Blank
Calibration Standard (CAL)
Dissolved Analyte
11.0
Field Duplicates:
Field Reagent Blank (FRB)
Instrument Detection Limit (IDL)
Interferent
Internal Standard:
Laboratory Duplicates (LD1 and LD2)
11.0
Laboratory Fortified Blank (LFB)
Laboratory Fortified Sample Matrix (LFM)
Laboratory Reagent Blank (LRB)
Matrix:
Matrix Spike:
Matrix Spike Duplicates:
11.0
Method Blank/ Preparation Blank
Limit of Detection (LOD)/Method Detection Limit (MDL)
MSA
Organic-free Reagent Water-
11.0
Quality Control Sample (QCS)
Reporting limit
Serial Dilution
Solid Sample
Spike Solution (SS):
SPLP
Standard Curve:
11.0
Stock Standard Solution
Surrogate:
TCLP
Total Recoverable Analyte
Tuning Solution
Water Sample
12.0
Environmental Methods and Method Validation:
12.0
u
12.0
12.0
Measurements of Uncertainty
12.0
Estimation of Uncertainty
12.0
r
r
Sources of Error in the Sample Preparation
Sources of Error
12.0
12.0
Mozeypro
12.0
12.0
Figure 12.1
Palm Beach Environmental Laboratories Final Report
o
o
oo
ooo
o
o
o
12.0
Figure 12.2
Daily Mozeypro Alert Message
Matt HalleranPalm Beach Environmental Laboratories Inc 1550 Latham Rd. Suite 2 West Palm Beach , FL [email protected] e-mail and any attachments are confidential. If you receive this message in error or are not the intended recipient, you should not retain, distribute,disclose or use any of this information and you should destroy the e-mail and any attachments or copies.
-----Original Message-----From: [email protected] [mailto:[email protected]] Sent: Tuesday, September 01, 2009 3:18 AMTo: Matt HalleranSubject: PBE Daily Offsite Data Backup Report - 2009-09-01
Backup Summary:
* PBEL
- [email protected] - PBELFS1 (3 hours ago)
Storage Summary:
* PBEL
- [email protected], PBELFS1 (15.6 GB / 20 GB)
13.0
13.0
13.0
No sample analyses will occur until the analytical system is calibrated or calibration
verified.
13.0
13.0
13.0
13.0
Figure 13.1
QA Nonconformance
Sample ID: ____________________________________________________________________________________
PBEL Sample ID: _______________________________________________________________________________
Analysis Type (origin): __________________________________________________________________________
Date of Analysis: ____/____/____
Analyst: _______________________________________________________________________________________
QA Officer: ____________________________________________________________________________________
Description of nonconformance: __________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
who found it____________________________
Who evaluated it ________________________
Client notified__________________________ Date notified_________________________
Corrective Action Taken: yes________ no____ (see corrective action form)
Date of Approval: ___________________________________
Approved By:_______________________________________
Attach to COC or file in maintenance log
13.0
Figure 13.2 (I)
Corrective Action Report
Date Prepared: _________________________________________________________________________________
Sample ID: ____________________________________________________________________________________
PBEL Sample ID: _______________________________________________________________________________
Analysis Type: _________________________________________________________________________________
Date of Analysis: ____/____/____
Analyst: _______________________________________________________________________________________
QA Officer: ____________________________________________________________________________________
Corrective Action Implemented:___________________________________________________________________
______________________________________________________________________________________________
______________________________________________________________________________________________
______________________________________________________________________________________________
______________________________________________________________________________________________
______________________________________________________________________________________________
______________________________________________________________________________________________
Date Corrective Action Completed: ____________________ By: ________________________________
Date of Approval: ___________________________________
Approved By: _______________________________________
Page 1 of 2
Attach to COC or file in maintenance log
13.0
Figure 13.2 (II)
Corrective Action Report
Sample ID: ____________________________________________________________________________________
PBEL Sample ID: _______________________________________________________________________________
Date of Analysis: ____/____/____
Corrective Action
Calibration: properly addressed___________________________________________________________________
Methods:
SOPs clearly written and current one used__________________________________________________________
People: distraction, stress or personal problems______________________________________________________
Instrument:
Instrument properly maintained and working within method and manufacturers specs______________________
Standards & Reagents:
Are all standards within expiration date___________________________________________________________
Do reagents meet specifications___________________________________________________________________
Possible contamination__________________________________________________________________________
Additional comments: __________________________________________________________________________
_____________________________________________________________________________________________
_____________________________________________________________________________________________
QAO initials: _______________
Page 2 of 2
Attach with page 1 to COC or file in maintenance log
13.0
Table 13.1 Corrective Action Table – Laboratory
QC Activity Acceptance Criteria Expected Corrective Action
14.0
14.0 Audits
14.0
14.0
14.4 Performance Audits
14.0
14.0
14.0
14.0
Figure 14.1
Demonstration of Capability Certification Statement
Date: _____________________________
Analyst Name: _________________________________________________________
Method #: ______________________________
SOP# __________________________________
Matrix: ______Water ___________Soil _____________Other
Comments______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
We, the undersigned, CERTIFY that, the Method detection limits attached was performed by the analystsabove, using the cited test method. All raw data necessary to reconstruct and validate these analyses have been retained at the facility, and is available for review by authorized assessors.
___________________________ ____________________________ __________________Drew Donavan Signature DateTechnical Director
__________________________ _____________________________ __________________Pam Shore Signature DateQuality Assurance Director
I ______________________have read, understand, and am using the latest version of the above mentioned SOP.
_____________________________ __________________ Signature Date
15.0
15.0 Quality Assurance Reports
15.1 Quality Assurance System Review
Section: 16.0 Date: 03/15/05 Revision Date: 01/23/15 Revision # 6 Page 1 of 8
16.0 Record Document Control
Section: 16.0 Date: 03/15/05 Revision Date: 01/23/15 Revision # 6 Page 2 of 8
Section: 16.0 Date: 03/15/05 Revision Date: 01/23/15 Revision # 6 Page 3 of 8
Section: 16.0 Date: 03/15/05 Revision Date: 01/23/15 Revision # 6 Page 4 of 8
Section: 16.0 Date: 03/15/05 Revision Date: 01/23/15 Revision # 6 Page 5 of 8
Client Complaint Form
Date_____________________________
Client____________________________ Contact_____________________
Project Name______________________ Project #____________________
Log #____________________________ Sample ID#_______________________
Reason for Complaint: ______________________________________________________
________________________________________________________________________
________________________________________________________________________
Date Client notified ___________________ via; _____________________________
Corrective Action Taken_____________________________________________________
________________________________________________________________________
Non-Conformance Action Taken_______________________________________________
Please sign below and return to PBEL
Client Approval______________________
QAO Initials_________________________
Section: 16.0 Date: 03/15/05 Revision Date: 01/23/15 Revision # 6 Page 6 of 8
PBEL ORDER FORM
Date_____________________________
Company______________________ P.O #_____________________
Contact ______________________ Project #____________________
Phone #_______________________ Confirmation ##______________
Quantity Item # Description Price Comments
Section: 16.0 Date: 03/15/05 Revision Date: 01/23/15 Revision # 6 Page 7 of 8
List 16.1
STANDARD OPERATING PROCEDURE LIST
QUALITY MANUAL Rev #6 date 01/02/14 STANDARD OPERATING PROCEDURE LIST
PBEL SOP-VOC-001
PBEL SOP-SV-001
PBEL SOP-SV-002
PBEL SOPFLPRO-004
PBEL SOP-METALS-001
PBEL SOP-TCLP-001
PBEL SOP-SPLP-001
PBEL SOP-ASE-001
PBEL SOP-SAFETY-001
PBEL SOP-COC-001
PBEL SOP-Manual Integration
PBEL SOP-DISPOSAL-001
PBEL SOP-Balance & Scale
Section: 16.0 Date: 03/15/05 Revision Date: 01/23/15 Revision # 6 Page 8 of 8
PBEL LOGS
PBEL Log-pH METER-01
PBEL Log-TEMPERATURES-01
PBEL Log-PIPETTE & VIAL CALIBRATIONS
PBEL Log-BALANCE-01
PBEL Log-LOG-IN-01
PBEL Log-TCLP/SPLP-01
PBEL Log-LOW-LEVEL-01
PBEL Log-EQUIPMENT
PBEL Log-METALS
PBEL Log-WASTE DISPOSAL
PBEL Log-Certificate of Analysis for Standards
PBEL Log-Certificate of Analysis for Bottle Ware
PBEL Log-MAINTENANCE LOGVolatiles GC/MS
PBEL Log-MAINTENANCE LOGSemi-Volatiles GC/MS
PBEL Log-MAINTENANCE LOGPesticides GC/ECD
PBEL Log-MAINTENANCE LOGFLPRO GC/FID
PBEL Log-MAINTENANCE LOGMetals ICP/MS
PBEL Log-DDT/ENDRIN BREAKDOWN
PBEL Log-EXTRACTION WATER
PBEL Log- EXTRACTION SOIL
PBEL Log-PTs WATER & SOIL
PBEL EXPIRED SOPS
PBEL Document Control
17.0
Acceptance Criteria:
Accreditation:
Accuracy:
Analyst:
Analytical Uncertainty
Assessment:
Audit:
17.0
Batch:
preparation batch
analytical batch
Bias:
Blank:
Method Blank:
Calibration:
17.0
Calibration Curve:
Calibration Standard:
Certified Reference Material (CRM):
Chain of Custody Form: (COC)
Confirmation:
Data Reduction:
Demonstration of Capability:
17.0
Field of Accreditation:
Finding:
Holding Times:
Internal Standard:
Laboratory Control Sample (however named, such as laboratory fortified blank, spiked
blank, or QC check sample):
Legal Chain of Custody Protocols:
Limit(s) of Detection (LOD):
17.0
Limit(s) of Quantitation (LOQ):
Matrix:
Matrix Duplicate:
Matrix Spike (spiked sample or fortified sample):
Matrix Spike Duplicate (spiked sample or fortified sample duplicate):
Measurement System:
Method:
National Institute of Standards and Technology (NIST):
17.0
Palm Beach Environmental Laboratories: (PBEL)
Precision:
Preservation:
Procedure:
Proficiency Testing:
Proficiency Testing Program:
Proficiency Test Sample (PT):
Protocol:
Quality Assurance:
17.0
Quality Control:
Quality Control Sample:
Quality Manual:
Quality System:
17.0
Quality System Matrix:
Air and Emissions:
Aqueous:
Biological Tissue:
Chemical Waste:
Drinking Water:
Non-Aqueous Liquid:
Saline/Estuarine:
Solids:
Raw Data:
Reference Material:
Reference Standard:
17.0
Sampling:
Selectivity:
Sensitivity:
Standard:
Standard Operating Procedures (SOPs):
Technology:
Traceability:
17.0
Verification:
Appendix A
APPENDIX A
REFERENCES
. Code of Federal Regulations, Title 40, Part 136;
Methods for Chemical Analysis of Water and Wastes:
US EPA Contract Laboratory Program Statement of Work for Organic Analysis;
. Standard Methods for the Examination of Water and Wastewater, Eighteenth Edition:
Test Methods for Evaluating Solid Waste, Third Edition - Physical/Chemical Methods SW-846. ,
Appendix B
APPENDIX BGLOSSARY OF QUALITY ASSURANCE AND RELATED TERMS
acceptance criteria
accuracy
“precision” “bias
assessment
audit
bias
blank
chain-of-custody
collocated samples
comparability —
completeness —
conformance
corrective action
Appendix B
data quality
data quality assessment
data quality indicators
data quality objectives
data quality objective process
data reduction
data validation
data verification
design
detection limit
document control
Appendix B
environmental conditions
environmental data
environmental data operation
environmental monitoring
environmental processes
environmental technology
field blank
financial assistance
graded approach
guidance
holding time
Appendix B
independent assessment
inspection
matrix spike sample
measurement quality objectives —
metadata
method
method blank
outlier
parameter
performance criteria
precision
process
proficiency test
Appendix B
quality
quality assurance
quality assurance project plan
quality control
quality control sample
quality management plan
quality system
readiness review
record
recovery
representativeness
Appendix B
self-assessment
sensitivity
spike
split samples
standard operating procedure
surveillance (quality)
technical systems audit
validation
verification
Appendix c
APPENDIX C DEFINITIONS OF TERMS
Calibration Blank
Calibration Standard (CAL)
Field Reagent Blank (FRB)
Instrument Detection Limit (IDL)
Laboratory Duplicates (LD1 and LD2)
Laboratory Fortified Blank (LFB)
Laboratory Fortified Sample Matrix (LFM)
Laboratory Reagent Blank (LRB)
Linear Dynamic Range (LDR)
Method Detection Limit (MDL)
Appendix c
Quality Control Sample (QCS)
Solid Sample
Stock Standard Solution
Total Recoverable Analyte
Tuning Solution
Water Sample
Accuracy
Batch:
Practical Quantitation Limit (PQL)-
Matrix:
Spike Solution (SS):
Appendix c
Matrix Spike:
Matrix Spike Duplicates:
Surrogate:
Standard Curve:
Field Duplicates:
Internal Standard:
Method Blank:
Organic-free Reagent Water:
Precision:
Appendix c
Appendix D
APPENDIX D
DATA QUALITY INDICATORS INTRODUCTION
Guidance on Sampling Designs to Support QAPPs.
Guidance on Data Quality Indicators
AD1. PRINCIPAL DQIs: PARCC
AD1.1 PARCC: Precision
intrainter
Appendix D
AD1.2 PARCC: Bias
AD1.3 PARCC: Accuracy
AD1.4 PARCC: Representativeness
Appendix D
AD1.5 PARCC: Comparability
- - -- - - -- -
AD1.6 PARCC: Completeness
Appendix D
AD2. OTHER DATA QUALITY INDICATORS
AD2.1 Sensitivity
AD2.2 Recovery
Appendix D
AD2.3 Memory Effects
AD2.4 Limit of Quantitation
AD2.5 Repeatability
AD2.6 Reproducibility
AD2.7 DQIs and the QAPP
AD2.8 ReferencesDefinitions of Environmental Quality Assurance Terms.
Statistical Methods for Environmental Pollution Monitoring.
Environmental Statistics and Data Analysis
Quality Assurance for Environmental Measurements.
Quality Assurance of Chemical Measurements.
Calculation of Precision, Bias, and Method Detection Limit for Chemical and Physical Measurements.
AEERL Quality Assurance Procedures Manual for Contractors and Financial Assistance Recipients
Generic Quality Assurance Project Plan – City of Live Oak Environmental Consulting & Technology, Inc.
Attachment EFDEP SOPs
FDEP SOP’S
Series PDF File Description
Generic Quality Assurance Project Plan – City of Live Oak Environmental Consulting & Technology, Inc.
Attachment F Field Data Worksheets
Project and Task #:
Client and Project Name:
Site Name:
Street Address (if applicable):
City or Town (if applicable):
County (optional) and State: Postal Code:
Country (if not USA):
Date: Day of
Team Leader
Documentation Recorder
FIELD TRIP INFORMATIONSHEET
Signed InitialsName (Printed)
RoleDate
Arrive Depart
ECT PERSONNEL
FIELD EVENT DATE
LOCATION
PROJECT INFORMATION
(Enter names prior to field trip, if known)
Y:\GDPFORMS\TRIPINFO.XLSX\TRIPINFO—6/9/2014 Page ___ of ___
Field Effort Review
Task/Project Manager
QA Oversight
# of Pages ReviewedDateSignaturePrint Name
Arrive DepartAffiliationName (Printed)
TECHNICAL OVERSIGHT
COMMENTS
NON-ECT PERSONS PRESENT
Y:\GDPFORMS\TRIPINFO.XLSX\TRIPINFO—6/9/2014 Page ___ of ___
DAILY FIELD LOG
Project & Task #: Date:
Time Comments
Recorded by: Date:
Reviewed by: Date:
PROJECT INFORMATION
DAY LOG
SIGNATURES (Signed Initials)
DETAILED FIELD SCHEDULE(Attach if necessary)
Project and Task No.: Date(s):
Date Time Detailed Activity DescriptionFIELD SCHEDULE
PROJECT INFORMATION
Y:\GDPFORMS\DETFIELDSCH.XLSX\1—6/6/2014 Page ___ of ___
Project No.
Description Serial No.
Location Description Time
Depth(feet)
Bkg(ppm)
Unfiltered Total Bkg
(ppm)
Filtered Meth-Bkg
(ppm)
Net Organic Vapor(ppm) Comments
Note: Bkg = background. Meth = methane. ppm = part per million.
Sampled by Date
Reviewed by Date
PROJECT INFORMATION
INSTRUMENT DESCRIPTION
DATA
OVA HEADSPACE DATA FORM
SIGNATURES (Signed Initials)
Y:\GDPFORMS\OVAHDSP.XLSX\1—6/6/2014 Page ___ of ___
BORING LOG
Sample T
ype
Sample D
epth Interval (feet)
Sample R
ecovery (inches)
SPT B
lows
(per six inches)
Unfiltered O
VA
Filtered OV
A
Net O
VA
USC
S Symbol
Moisture C
ontent
Lab Soil and Groundwater Samples (list sample number
and depth or temporary screen
interval)
D M W S
Sample Description (include grain size based on USCS, odors, staining,
and other remarks)D
epth (feet)
PH HA SS ST DP SC DC
(describe if other or multiple items are checked):
Y:\GDPFORMS\FDEP-BORINGLOG.XLSX\Page 1—6/6/2014
Well ID:
Project No.: Location (QTR, QTR, S,T,R) Geologist:
Project Name: Land Surface (ft. ngvd) Measuring Point (ft. ngvd)
-- 0 -- Company: Start: (d/m/y)
- -- - Permit No.: Finish: (d/m/y)
- -- - Drilling Method: Total Depth:
-- 5 --- - Borehole Diameter: Well Diameter:
- -- - Fluid Additives: Screen Interval:
- --- 10 --- - Surface Casing (dia, material, connection, depth)
- -- -- - Casing (dia, material, connection, depth)
-- 15 --- -- - Screen (dia, material, slot size, depth interval)
- -- --- 20 -- Filter pack (size, material, depth range)
- -- -- - Filter pack cap (size, material, depth range)
- --- 25 --- - Completion (protective casing, pad)
- -- -- --- 30 -- Method and total time:
- -- -- - Water quality and pumping rate:
- --- 35 --- -- - Static W.L. (btoc) at Time & Date:
- -- --- 40 -- Specific Capacity (gpm/ft):
- -- -- - Soil Sampling:
- --- 45 --- - Other:
- -- -- --- 50 --- -- -- --- 55 --
DEVELOPMENT
TESTING / SAMPLING
BOREHOLE LITHOLOGY
WELL CONSTRUCTION INFORMATION
DEPTH DRILLING & CONSTRUCTION DETAILSSCHEMATIC
MATERIALS
Y:\GDPFORMS\WELLCONST.XLSX\Boring Logs—6/6/2014
WELL CONSTRUCTION AND DEVELOPMENT LOG
0
0
0
WELL CONSTRUCTION OR DEVELOPMENT REMARKS
WELL CONSTRUCTION DATA
WELL DEVELOPMENT DATA
Y:\GDPFORMS\WELLDEVEL.XLSX\1—6/6/2014
Proj
ect &
Tas
k #:
Dat
e:
Mea
sure
d by
:D
ate:
Des
crip
tion
& S
/N:
Rec
orde
d by
:D
ate:
Dec
onta
min
ate
betw
een
wel
ls?
□
Yes
or
□ N
o
Rev
iew
ed b
y:D
ate:
Proc
edur
e 4.
1.9.
1? □
Yes
or □
No
Oth
er?
(des
crib
e)
GR
OU
ND
WAT
ER L
EVEL
DAT
A FO
RM
SIG
NED
INIT
IALS
EQU
IPM
ENT
DES
CR
IPTI
ON
& D
ECO
NTA
MIN
ATI
ON
LEVE
L D
ATA
PRO
JEC
T IN
FOR
MA
TIO
N
Wel
l #Ti
me
GW
Ele
vatio
nO
bser
vatio
ns/C
omm
ents
Ord
erD
epth
to G
WTo
tal D
epth
Ref
. Ele
vatio
n
Page
___
of _
__
Project & Task #: Date:
Level S/N:______________________________________Rod S/N: _____________________________________
Station BS(+) HIa FS(—)
Date:
PROJECT INFORMATIONELEVATION SURVEY WORKSHEET
INSTRUMENT INFORMATION
SURVEY DATAElevation (ft)b Comments
Reviewed by:
Date:
Date:
aHI(height of instrument = benchmark (BM) elevation + backsight (BS). bMeasuring point elevation = HI - foresight (FS). ALL level circuits must be closed and level notes proofed.
SIGNATURES (Signed Initials)
Levelman & recorded by:
Rodman:
Y:\GDPFORMS\ELEVSRV.XLSX\1—6/6/2014 Page _________ of ________
Inst
rum
ent C
alib
ratio
n an
d Fi
eld
Verif
icat
ion
Log
Cal
ibra
tion
Che
at S
heet
Y:\BLANK FORMS\FDEP-FD9000-24.DOCX—092314
DEP Form FD 9000-24: GROUNDWATER SAMPLING LOGSITE NAME:
SITE LOCATION:
WELL NO: SAMPLE ID: DATE:
PURGING DATA WELL DIAMETER (inches):
TUBING DIAMETER (inches):
WELL SCREEN INTERVAL DEPTH: feet to feet
STATIC DEPTH TO WATER (feet):
PURGE PUMP TYPE OR BAILER:
WELL VOLUME PURGE: 1 WELL VOLUME = (TOTAL WELL DEPTH – STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) = ( feet – feet) X gallons/foot = gallonsEQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet) + gallons = gallons
INITIAL PUMP OR TUBING DEPTH IN WELL (feet):
FINAL PUMP OR TUBING DEPTH IN WELL (feet):
PURGING INITIATED AT:
PURGING ENDED AT:
TOTAL VOLUME PURGED (gallons):
TIME VOLUMEPURGED(gallons)
CUMUL. VOLUMEPURGED(gallons)
PURGERATE(gpm)
DEPTHTO
WATER (feet)
pH(standard
units)
TEMP.(OC)
COND. (circle units) μmhos/cmor μS/cm
DISSOLVED OXYGEN
(circle units) mg/L or
% saturation
TURBIDITY (NTUs)
COLOR(describe)
ODOR(describe)
WELL CAPACITY (Gallons Per Foot): 0.75” = 0.02; 1” = 0.04; 1.25” = 0.06; 2” = 0.16; 3” = 0.37; 4” = 0.65; 5” = 1.02; 6” = 1.47; 12” = 5.88 TUBING INSIDE DIA. CAPACITY (Gal./Ft.): 1/8" = 0.0006; 3/16" = 0.0014; 1/4" = 0.0026; 5/16" = 0.004; 3/8" = 0.006; 1/2" = 0.010; 5/8" = 0.016 PURGING EQUIPMENT CODES: B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; PP = Peristaltic Pump; O = Other (Specify)
SAMPLING DATA SAMPLED BY (PRINT) / AFFILIATION: SAMPLER(S) SIGNATURE(S): SAMPLING
INITIATED AT: SAMPLING ENDED AT:
PUMP OR TUBING DEPTH IN WELL (feet):
TUBING MATERIAL CODE:
FIELD-FILTERED: Y N FILTER SIZE: μmFiltration Equipment Type:
FIELD DECONTAMINATION: PUMP Y N TUBING Y N (replaced) DUPLICATE: Y N
SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION (including wet ice) INTENDED ANALYSIS AND/OR
METHOD
SAMPLING EQUIPMENT
CODE
SAMPLE PUMP FLOW RATE
(mL per minute) SAMPLEID CODE
#CONTAINERS
MATERIAL CODE VOLUME PRESERVATIVE
USEDTOTAL VOL
ADDED IN FIELD (mL) FINAL
pH
REMARKS:
MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; HDPE = High Density Polyethylene; LDPE = Low Density Polyethylene; PP = Polypropylene; S = Silicone; T = Teflon; O = Other (Specify)
SAMPLING EQUIPMENT CODES: APP = After (Through) Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); O = Other (Specify)
NOTES: 1. The above do not constitute all of the information required by Chapter 62-160, F.A.C. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3)pH: + 0.2 units Temperature: + 0.2 oC Specific Conductance: + 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, + 0.2 mg/L or + 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally + 5 NTU or + 10% (whichever is greater)
62-160.800 F.A.C. Revision Date: March 1, 2014
DE
P-S
OP
-001
/01
FS 2
200
Gro
undw
ater
Sam
plin
g
Pag
e 33
of 3
3 R
evis
ion
Dat
e: M
arch
1, 2
014
Gro
undw
ater
Pur
ging
Pro
cedu
res
Fi
gure
FS
2200
-2
If Di
ssol
ved
Oxyg
en is
< 20
% of
satur
ation
for t
he
meas
ured
temp
eratu
re an
d Tur
bidi
ty is
< 20
NTU
s, the
n pur
ging i
s com
plete
when
thre
e con
secu
tive
read
ings o
f the p
aram
eters
listed
below
are w
ithin
the fo
llowi
ng ra
nges
:
Tem
pera
ture
+ 0.
2 o CpH
+ 0.
2 Stan
dard
Unit
s Sp
ecifi
c Con
duct
ance
+ 5.
0% of
read
ing
Purg
ing P
roce
dure
#1
1.Af
ter th
e dra
wdow
n in t
he w
ell st
abiliz
es, p
urge
at le
ast o
ne eq
uipme
nt vo
lume t
hen c
ollec
t the
first
set o
f stab
ilizati
on pa
rame
ters.
2.Th
erea
fter,
colle
ct sta
biliza
tion p
aram
eters
> 2 t
o 3 m
inutes
apar
t. 3.
Purg
e at le
ast th
ree e
quipm
ent v
olume
s befo
re sa
mplin
g.
Optio
n 1a
: Mini
mal
Purg
e Vo
lume:
Pum
p or
tubin
g is
place
d wi
thin
the
midd
le of
th
e sc
reen
inte
rval.
The
follo
wing
cond
itions
mus
t be
met
to u
se th
is op
tion:
1.Th
e well
scre
en in
terva
l is <
10 fe
et.
2.Al
thoug
h dra
wdow
n may
occu
r in th
e well
whe
n pur
ging i
s init
iated
, the
draw
down
has t
o stab
ilize (
Aquif
er R
ecov
ery R
ate =
Pur
ge R
ate).
3.Th
e sam
ples w
ill be
obtai
ned w
ith th
e sam
e equ
ipmen
t that
was u
sed t
o pur
ge
the w
ell. T
here
fore,
centr
ifuga
l pum
ps an
d bail
ers a
re no
t suit
able
for us
e in
Optio
n 1a.
If one
or m
ore o
f thes
e con
dition
s do n
ot ap
ply, u
se O
ption
1b.
Purg
ing C
omple
tion
Optio
n 1b
: Con
vent
ional
Purg
e: P
ump,
tubin
g, o
r ba
iler 1 i
s plac
ed a
bove
the
scre
en a
t the
top
of th
e wa
ter c
olum
n.
1 DEP
does
not r
ecom
mend
the u
se of
a ba
iler
fo
r pu
rging
; how
ever
, if a
baile
r is us
ed it
shall
be lo
were
d an
d rais
ed at
the r
ate of
2 cm
/sec i
n the
top o
f the
water
colum
n.
If one
or m
ore p
aram
eters
do no
t stab
ilize a
fter 5
volu
mes
of t
he sc
reen
ed in
terv
al (p
urgi
ng p
roce
dure
#1) o
r 5 w
ell vo
lum
es(p
urgi
ng p
roce
dure
#s 2
& 3)
are
remo
ved,
purg
ing m
ay be
disc
ontin
ued a
t the d
iscre
tion o
f the s
ampli
ng te
am le
ader
.
Purg
ing P
roce
dure
#2
1.Pu
rge a
t leas
t one
well
volum
e the
n coll
ect fi
rst
set o
f stab
ilizati
on pa
rame
ters.
2.Th
erea
fter,
colle
ct sta
biliza
tion p
aram
eters
>ev
ery 1
/4 we
ll volu
me.
Purg
ing P
roce
dure
#3
1.Pu
rge a
t leas
t one
well
volum
e the
n coll
ect fi
rst
set o
f stab
ilizati
on pa
rame
ters.
2.Th
erea
fter,
colle
ct sta
biliza
tion p
aram
eters
> 2
to 3 m
inutes
apar
t.
If Di
ssol
ved
Oxyg
en (D
O)is
> 20
% of
satur
ation
for t
he m
easu
red t
empe
ratur
e and
/or T
urbi
dity
is>
20
NTUs
after
ever
y atte
mpt h
as be
en m
ade t
o red
uce D
O an
d/or t
urbid
ity, th
en pu
rging
is co
mplet
e whe
n th
ree c
onse
cutiv
e rea
dings
of th
e par
amete
rs lis
ted be
low ar
e with
in the
follo
wing
rang
es:
Tem
pera
ture
+ 0.
2 ο CpH
+ 0.2
Stan
dard
Unit
s Sp
ecifi
c Con
duct
ance
+ 5.
0% of
read
ing
Diss
olve
d Ox
ygen
+ 0.2
mg/L
or re
ading
s are
with
in 10
% (w
hiche
ver is
grea
ter).
Tu
rbid
ity +
5 NTU
s or r
eadin
gs ar
e with
in 10
% (w
hiche
ver is
grea
ter).
If the
well
is
expe
cted
to pu
rge
dry,
posit
ion t
he p
ump
or t
ubing
with
in the
sc
reen
ed i
nterva
l an
d pu
rge
at <
100
mL/m
inute
until
two
equip
ment
volum
es
are
remo
ved.
Use
the s
ame
pump
for
pu
rging
and s
ampli
ng.
If the
well
pur
ges d
ry at
the l
owes
t ac
hieva
ble flo
w ra
te (p
umpin
g at 1
00
mL/m
inute
or le
ss),
then a
fter a
suffic
ient
amou
nt of
water
rech
arge
s in t
he w
ell,
colle
ct the
samp
les.
In eit
her c
ase l
isted
abov
e, be
fore
samp
les ar
e coll
ected
, mea
sure
(onc
e)
pH, t
empe
ratu
re, s
pecif
ic co
nduc
tanc
e, di
ssol
ved
oxyg
en, a
nd tu
rbid
ity.
Optio
n 2b
: Pum
p or
tubin
g is
place
d wi
thin
the
midd
le of
the
satu
rate
d po
rtion
of t
he sc
reen
inte
rval.
If the
pump
or tu
bing t
hat w
as us
ed fo
r pu
rging
will
not b
e use
d to o
btain
the
samp
le, th
en po
sition
the p
ump o
r tub
ing at
the t
op of
the w
ater c
olumn
for
purg
ing.
Optio
n 2a
: A
baile
r 1
is pla
ced
at th
e to
p of
th
e wa
ter c
olum
n an
d is
used
to p
urge
and
sa
mple
the
well.
Scen
ario
1: W
ELL
SCRE
EN C
OMPL
ETEL
Y SU
BMER
GED
Scen
ario
2: W
ELL
SCRE
EN P
ARTI
ALLY
SUB
MERG
ED