generic quality assurance project plan for … · complex challenges . . . practical solutions 3701...

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

Generic Quality Assurance Project Plan – City of Live Oak Environmental Consulting & Technology, Inc.

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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]



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



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.



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



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.



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.



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



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.



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.



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:



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.



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



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.



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.



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



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.



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



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.



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.



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:



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.



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



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).



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).


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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

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- 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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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




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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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


- 87 -


CAS# Natural




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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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 -


CAS# Natural



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



Trinitrobenzene, 1,3,5- 210 210099-35-4

- 95 -


CAS# Natural



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 -


Attachment DPalm Beach Laboratories Quality Assurance

Manual

2.0

TABLE OF CONTENTS

Section Page Revision Date

2.0

TABLE OF CONTENTS

Figures

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

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

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.


Page 2 of 13

5.1 Method Detection Limit (MDL)


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


Page 4 of 13

5.5 Estimating Uncertainty of Measurement


Page 5 of 13

Control charts


Page 6 of 13


Page 7 of 13

Repeatability and reproducibility


Page 8 of 13

Control of bias


Page 9 of 13

Control of precision

given

5.6 Standard Operating Procedures (SOPs)

5.7 Sample Preparation Methods


Page 10 of 13


Page 11 of 13


Page 12 of 13


Page 13 of 13

6.0

6.0 Field Sampling

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

40 CFR Part 136 Table II, continued

7.0

7.0 Sample Custody

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

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

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

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

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

10.2 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

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

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

Measurements of Uncertainty

12.0

Estimation of Uncertainty

12.0

r

r

Sources of Error in the Sample Preparation

Sources of Error

12.0

Mozeypro

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

No sample analyses will occur until the analytical system is calibrated or calibration

verified.

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: _________________________________________________________________________________


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: _______________________________________________________________________________


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

14.4 Performance Audits

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


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_________________________


PBEL ORDER FORM

Date_____________________________

Company______________________ P.O #_____________________

Contact ______________________ Project #____________________

Phone #_______________________ Confirmation ##______________

Quantity Item # Description Price Comments


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


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


Attachment EFDEP SOPs

FDEP SOP’S

Series PDF File Description


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


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.


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