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HomeMy WebLinkAboutRFP Landfill Groundwater and Gas Sampling Groundwater/Gas RFP Page 1 of 6 Southold Landfill March 2020 Announcement of a REQUEST" FOR PROPOSALS For LANDFILL GROUNDWATER AND GAS SAMPLING, ANALYSIS., AND REPORTING Town of Southold Solid Waste Management District [DUE DATE: Friday, April 17, 2020 - see page 4 for Submission Info] Objective and Scope The Town of Southold is required under New York State Department of Environmental Conservation (NYSDEC) Part 360 regulations to provide semi-annual sampling and analysis of groundwater taken from 12 groundwater monitoring wells and quarterly monitoring of 15 gas monitoring wells on the perimeter of the Town's capped municipal solid waste landfill in Cutchogue, NY. Through this RFP the Town of Southold seeks to engage an environmental engineering firm licensed in the State of New York to perform these services for a period of four (4) years beginning in the second quarter of calendar year 2020. Description of Work The work consists 1) of semi-annual sampling and analysis of groundwater from twelve (12) wells, and 2) quarterly sampling and analysis of gas from fifteen (15) wells, around the landfill perimeter (see Attachment A) and the preparation of reports on the results of sampling for NYSDEC and the Town. The groundwater work will consist of two rounds of analysis for 6 NYCRR Part 360 Baseline Parameters per year, with reports to be prepared pursuant to the specifications in the Southold Landfill Groundwater QA/QC Plan, see Attachment B). All sample collection, field data collection, laboratory analysis, data validation and reporting shall be completed in strict accordance with the NYSDEC-approved Southold Landfill Groundwater QA/QC Plan, attached. The Groundwater Monitoring will be accomplished a total of eight (8) times, in the 2nd and 4th quarters of each year 2020- 2023. Gas sampling will be conducted quarterly beginning in the 2nd uarter of 2020, for a total of fifteen (15) events (i.e., three (3) times in 2020 (2,d through 4t' quarters), and four times each in 2021, 2022, and 2023), and will test for oxygen indicated in total % of gas, carbon monoxide indicated in parts per million (ppm), methane gas indicated as % of lower explosive limit (LEL), and hydrogen sulfide indicated in ppm for each well. Groundwater/Gas RFP Page 2 of 6 Southold Landfill March 2020 Responders To This RFP The Town seeks from responders quotes for costs, itemized per event and totaled as indicated on the Contractor Cost Proposal - Semi-Annual Groundwater Schedule (page 5) for conducting a total of eight (8) semi-annual groundwater sampling events over the four- year span starting with the 2nd quarter of 2020 through the 4th quarter of 2023, consisting, as noted above, of sampling, analysis„ and reporting; along with quotes for costs, itemized per event and totaled as indicated on the Contractor Cost Proposal - Quarterly Gas Monitoring Schedule (page 6) for conducting a total of fifteen (15) quarterly gas sampling events. The Town intends to award a contract for the full four-year time span to a single qualified firm. Summary of Sampling Activit Groundwater sampling will be conducted consisting of analysis for 6 NYCRR Part 360 Baseline Parameters. All sampling activities must be completed in strict accordance with the attached NYSDEC-Approved QA/QC Plan, including but not limited to: • Equipment preparation and decontamination • Field instrument calibration and the documentation of the calibration • Purging a minimum 3 well volumes from each well prior to sampling with pumping rates not exceeding 5 gallons per minute (gpm) • Utilizing calibrated water quality meters to document field parameters and the stabilization of these parameters prior to sample collection • Documenting field sampling and field parameter stabilization with the use of the attached well sampling form • Collection of filtered groundwater samples for metals analysis when necessary due to sample turbidity • Collection of groundwater samples using dedicated hand bailers • Collection of required QA/QC samples including trip blanks and MS/MSDs • Sample labeling, preparation, preservation, chain of custody and shipping See required Field Management Forms provided in Section 1.21 of Attachment B, attached. Note that in accordance with Section 8.0 of the QA/QC Plan, the Town will elect to perform a field audit at any time during the completion of field activities to ensure compliance with the Scope of Work and the QA/QC Plan. Data Reporting/Deadlines A bound report must be prepared for each semi-annual groundwater sampling event, and a letter report for each quarterly gas sampling event. The groundwater report must include, at a minimum, the information listed below. A copy of each report must be provided to the Town of Southold Solid Waste Management District and the DEC Region 1 Office not more than 45 calendar days after the sampling has occurred, and not later than the 20th day of the third month of the subject calendar quarter (i.e., reports must be submitted by the 20th day of March, June, September, and December). Groundwater/Gas RFP Page 3 of 6 Southold Landfill March 2020 Re uired Groundwater Sampling Report Information: • A description of the sampling methods used for obtaining groundwater samples. • A description/verification of the QA/QC procedure utilized by the laboratory. • A description/verification of the chain of custody procedures utilized. • A figure showing the location of each of the monitoring wells sampled. Field forms documenting well purging and sample collection. • A Data Usability Summary Report (DUSR) documenting the completion of data validation and the findings with regard to data usability. • A table or tables listing each monitoring well/sampling location, the date the sample was obtained, and the value obtained for each parameter analyzed. Any value that exceeds NYSDEC Class GA drinking water standards must be noted as such. • A comparison of upgradient, side gradient and downgradient chemical data. • Identification and discussion of real or apparent trends in the increase or decrease of chemical constituents over time at each sampled well and what this may indicate with regard to the dynamics of groundwater impacts. See Section 1.21 in the attached Southold Landfill QA/QC Plan for sample forms to assist in compiling this information. Data Usage The data generated from the field sampling program will be used to evaluate the effectiveness of the landfill closure in accordance with Part 360. Southold Landfill Groundwater QALOC Plan This Plan, (Attachment 6), details all procedural and reporting requirements that must be strictly followed for the proper completion of services requested in this RFP. The Plan also includes water quality analysis tables and sample forms to assist with data compiling and reporting. The Town WILL perform field audits of sampling activities to ensure adherence to the Scope of Work and the QA/QC Plan. Groundwater/Gas RFP Page 4 of 6 Southold Landfill March 2020 General/Miscellaneous Re uirements • The selected contractor must provide a certificate of appropriate insurance coverage. • The selected contractor must pay the current prevailing wage as it applies. • The laboratory used must be ELAP certified by the New York State Department of Health and USEPA CLP certified. • All laboratory data must be provided as a NYSDEC ASP Category B Deliverable and in NYSDEC Electronic Data Deliverable (EDD) EQuIS deliverable format. • The selected contractor must have on staff or as a subconsultant a qualified data validator that will perform data validation of laboratory data for this project in accordance with the QA/QC Plan. • ALL RESPONDERS must demonstrate competency in performing water sampling of this nature, and must show verification of at least 5 years of experience in groundwater sampling pursuant to NYSDEC regulations in their proposal. Submission of Proposal Submissions in response to this solicitation should consist of completed CONTRACTOR COST PROPOSAL FORM(5) (pages 5 >:t 6 of this Announcement) and cover letter, to be mailed or hand-delivered to the Southold Town Hall, 53095 Main Road, Southold, NY 11971, Att: James Bunchuck, on or before Friday, April 17, 2020. Responders may also submit additional supportive statements or information at their discretion. Questions concerning this RFP may be referred to James Bunchuck at (631) 734-7685. Groundwater/Gas RFP Page 5 of 6 Southold Landfill March 2020 Town of Southold Solid Waste Management District RFP For Post-Closure Groundwater Et Gas Sampling, Analysis, And Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL - SEMI-ANNUAL GROUNDWATER SCHEDULE Cost Per Event Sampling ' (Labor and Laboratory Quantity Units Expenses) Analysis Reporting Total Per Annual Total Item Event 20202 nd Qtr One Per Event Baseline Event 2020 4` Qtr One Per Event Baseline Event 2021 2ndQtr One Per Event Baseline Event 2021 4`n Qtr One Per Event Baseline Event 2022 2ndQtr One Per Event Baseline Event 2022 4" Qtr One Per Event Baseline Event 2023 2" Qtr One Per Event Baseline Event 20234 1h Qtr One Per Event Baseline Event Grand Total (8 sampling events) Proposal Submitted By: - Firm Name: Authorized Agent (print name): Address: Title: Signature: Dater (Attach any additional supportive statements or documentation as desired) Town of Southold Solid Waste Management District Groundwater/Gas RFP Page 6 of 6 Southold Landfill March 2020 RFP For Post-Closure Groundwater Sampling, Analysis, And Reporting On the Southold Town Landfill CONTRACTOR COST PROPOSAL - QUARTERLY GAS MONITORING SCHEDULE Cost Per Event Item Quantity Units Annual Total Sampling (Labor and Expenses) Reporting Total Per Event ' 2020 Event Three Per Event 2021 Event Four Per Event 2022 Event Four Per Event 2023 Event Four Per Event Grand Total (15 quarters) Proposal Submitted By: Firm Name: Authorized Agent (print name):. Address: Title: Signature: Date.-- (Attach ate:(Attach any additional supportive statements or documentation as desired) RFP For Southold Groundwater/Gas Monitoring Services March 2020 Attachment A • Page 1: Groundwater Monitoring Well Location Map • Page 2: Gas Monitoring Well Location Map RFP For Southold Groundwater/Gas Monitoring Services March 2020 Attachment A - Page 1 ` tWr s s MW—59,z W MW—3S W4 vsr _ _ - } tz fN , I, -- $ - r- _ Z_ _ LEGEND J, � � , —iD `` GROUNDWATER i MW-65 MONITORING WELL - r mw-6s j 300 150 0 300 MW SCALE IN FEET d r *NOTE:WELL SYMBOLS NOT TO SCALE - „ -1S a a D&B ENGINEERS SOUTHOLD LANDFILL SCALE: 1"=300' _ CUTCHOGUE,NEW YORK SAND GROUNDWATER MONITORING WELL ARCHITECTS, PC- LOCATION MAP FIGURE 2-1 KFV For Southold Groundwater/Gas Monitoring Services March 2020 Attachment A - Page 2 . .........------ ....... —----------—------- ............ GMW-1 I rli of W 'N -01 If G �,7 pf M "j, 17 W-61R,., fv,,� WM �10 J 44, % I,I',, ",�'x i 0�, �� ''I, �,� 1�ttl --, `"' , ,,I//�/�,9 If 0, FYI VI; ov" 7�, I I ,/f w, 2 Vr X b, ......... "Y -7—777;�� -77 n 7,7, Z'..',� ............... .4 aP .2 II$ M W 4, J7 'GMV 'I GMW-12 GMW 13 00 O 250 125 0 250 LEGEND .0m LL GAS MONITORING WELLS SCALE IN FEET GMW—1 *NOTE:WELL SYMBOLS NOT TO SCALE SOUTHOLD LANDFILL D&B ENGINEERS CUTCHOGUE,NEW YORK AND LANDFILL GAS MONITORING WELL ARCHITECTS, P.C. LOCATION MAP FIGURE No. 1 RFP For Southold Groundwater/Gas Monitoring Services March 2020 Attachment B LANDFILL QUALITY ASSURANCE/QUALITY CONTROL PLAN SOUTHOLD LANDFILL QUALITY ASSURANCE/QUALITY CONTROL PLAN TABLE OF CONTENTS Section Title Pale 1.0 QUALITY ASSURANCE/QUALITY CONTROL PLAN............................1-1 1.1 Objective and Scope ........................1-1 1.2 Data Usage ..............................................................................................1-1 1.3 Sampling Program Design and Rationale................................................1-1 1.4 Analytical Parameters...............................................................................1-2 1.5 Data Quality Requirements and Assessment...........................................1-2 j 1.5.1 Data Representativeness......... ........ .......... ........ ........ ....,.......1-11 1.5.2 Data Comparability....................:.......:..:.:..............-..... . .............1-11 1.5.3 Data Completeness...... ........ ........ ........................... .. .,.........,.1-12 1.6 Detailed Sampling Procedures ... ..,1-12 1.6.1 Sample Identification.. .... ........ ......... ......... ...........1-14 1.6.2 Sample Handling,Packaging and Shipping 1-14 1.6.3 Groundwater(Monitoring Well)............................... ...1-15 1.7 Decontamination Procedures...................................................................1-16 1.7.1 Field Decontamination Procedures..............................................1-17 1.7.2 Decontamination Procedure for Drilling..... ....... .:................1-17 1.7.3 Decontamination Procedure for Sampling Equipment................1-18 1.7.4 Decontamination Procedure for Well Casing/Screen and Development Equipment....... ........ . .......................,..........1-18 j 1.8 Laboratory Sample Custody Procedures..................................................1-19 1.9 Field Management Documentation..........................................................1-19 1.9.1 Location Sketch..................... ..1-20 1.9.2 Sample Information Record... .....—. ......... ......... ......... ...........1-20 1.9.3 Chain of Custody............................................ ...........................1-21 1.9.4 Split Samples ................................... ........................................1-22 1.9.5 Field Log Book............................................................................1-23 1.9.6 Daily Field Activity Report.............................................- -.....,..1-24 1.9.7 Field Changes and Corrective Actions .,,,... .................. .,,..1-24 1.10 Calibration Procedures and Preventive Maintenance ... ......1-24 1.11 Performance of Field Audits....................................................................1-25 1.12 Control and Disposal of Contaminated Material.....................................1-25 1.13 Documentation,Data Reduction and Reporting......................................1-25 1.14 Data Validation........................................................................................1-26 1.15 Performance and System Audits..............................................................1-27 1.16 Corrective Action................... ...1-27 1.17 Trip Blanks(Travel Blanks)....................................................................1-27 d C i ♦1314\A0314301.doc i ! TABLE OF CONTENTS (continued) Section Title Page 1.18 Field Blanks (Field Rinsate Blank)/Equipment Blanks...........................1-28 1.19 Matrix Spikes/Matrix Spike Duplicates and Spiked Blanks.....................1-29 1.20 Method Blanks.............. ...1-29 1.21 Field Management Forms........ ......... ......... ......... ......... ......... ........1-31 Test Pit/Trench Log Boring Log Well Construction Log Sample Location Sketch. Sample Information Record-- Receipt for Samples Form Daily 17 d Activity Report Field Change Form Daily Equipment Calibration Log , Asir Monitoring Form 1.23 NYSDEC.Sample Identification,Preparation and, Analysis Summary Forms ..1-32 1.24 Field Audit Form........... .................... ......... .. ....... ........... ........ ..........1-33 List of Attachments Part 360 Water Quality Analysis Tables................... ......... ......... ........ .........A List of Tables 1-1 Summary of Monitoring Parameters........................................................1-3 . 1-2 Data Quality Requirements....... ........................... .1-8 1-3 Operations and Maintenance Sampling Matrix ....... ......... ...... .. ..........1-13 1 e i w ♦13 iAA0314301.doc 11 1.0 QUALITY ASSURANCE/QUALITY CONTROL PLAN 1.1 Objective and Scope The objective of this project is to provide post closure monitoring of the Southold Landfill. The post closure monitoring program includes groundwater monitoring. The purpose of this Quality Assurance/Quality Control (QA/QC) Plan is to develop and describe the detailed sample collection and analytical procedures that will ensure high quality, valid data for use during post closure monitoring. 6 P 1.2 Data Usage 4 J The data generated from the field sampling program will be used to evaluate the effectiveness of the landfill closure in accordance with Part 360. In addition, data will be used to monitor health and safety of workers at the site and the health and safety of persons off-site. 1.3 Sampling Program Design and Rationale The following presents a general discussion of the sampling to be conducted during year 1 of post closure monitoring. '' 0 Groundwater: Four rounds of 12 groundwater samples will be collected. Each round will consist of one sample from each of the six newly installed wells and the six existing wells. For a discussion of the sampling program and sample locations, see Section 4.0 of the Manual. a ♦1314W0314302.docMO2) 1-1 1.4 Analytical Parameters The first round of samples will be analyzed for Baseline Parameters as defined in 6 NYCRR Part 360-2.11(c)(6) "Water Quality Analysis Table" (see Attachment A). The subsequent rounds of sampling will be collected at three-month intervals and analyzed for Routine Parameters as described in 6 NYCRR Part 360-2.11(c)(6) "Water Quality Analysis Table" (see Attachment A). If turbidity of a groundwater sample is greater than 50 .NTUs, the I sample will be filtered for dissolved metals analyses. In such instances both filtered and unfiltered samples will be analyzed for dissolved and total metals,respectively. Table 1-1 presents a summary of the parameters/sample fractions to be analyzed together with the sample location, type of sample, sample matrix, number of samples, frequency of sample collection, type of sample container, method of sample preservation, holding time and analytical method. 1.5 Data Quality Requirements and Assessment Data quality requirements and assessments are provided in the 6/00 NYSDEC ASP, which includes the detection limit for each parameter and sample matrix.Note that quantification limits, estimated accuracy, accuracy protocol, estimate precision and precision protocol are determined by the laboratory and will be in conformance with the requirements of the 6/00 NYSDEC ASP, where applicable. Table 1-2 presents a summary of the data quality requirements. i In addition to meeting the requirements provided in the 6/00 NYSDEC ASP, the data must also be useful in evaluating the nature and extent of contamination. Data obtained during post closure monitoring will be compared to specific SCGs. The SCGs to be utilized include: .! Matrix SCG. Groundwater Division of Water Technical and Operational Guidance Series (TOGs) (1.1.1) - Ambient Water Quality Standards and Guidance Values, dated June 1998. ♦1314A0314302.doc(R02) 1-2 Table 1-1 SOUTHOLD LANDFILL POST CLOSURE MONITORING SU MARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Type Sample matrix Sample Fraction Samples" Frequency* Type/Size/No. Preservation Holdin¢Time** Analytical Method Monitoring Wells Grab Groundwater Total Kjeldahl 12 4 Plastic/1 Liter/1 HzSO•to pH Q 26 days 6/00 NYSDEC ASP. (Six new wells,six Nitrogen ICHEM 300 Cool to 4°C Method 351.1 existing wells) or equivalent Grab Groundwater Ammonia 12 4 Plastiell Liter/l H2SO4 to pH Q 26 days 6/00 NYSDEC ASP ICHEM 300 Cool to 4°C Method 350.1 or equivalent Grab Groundwater Nitrate 12 4 Plastic/100 ml/l Cool to 4°C 24 hours 6/00 NYSDEC ASP ICHEM 300 Method 9200 or equivalent Grab Groundwater Chemical Oxygen 12 4 Glass/500 mill KSO4 to pH Q 26 days 6/00 NYSDEC ASP Demand ICHEM 300 Cool to 4°C Method 410.1 or equivalent Grab Groundwater Biochemical Oxygen 12 4 Glass/500 mill Cool to 4°C 24 hours 6100 NYSDEC ASP Demand ICHEM 300 Method 405.1 or equivalent Grab Groundwater Total Organic 12 4 Glass/500 mill HCl to pH Q 26 days 6/00 NYSDEC ASP Carbon ICHEM 300 Cool to 4°C Method 9060 or equivalent Grab Groundwater Total Dissolved 12 4 Plastic/500 mill Cool to 4°C 7 days 6/00 NYSDEC ASP Solids ICHEM300 Method 160.1 or equivalent Grab Groundwater Sulfate 12 4 Plastic/500 mill Cool to 4°C 26 days 6/00 NYSDEC ASP ICHEM 300 Method 9035 or equivalent Grab Groundwater Alkalinity 12 4 Plastic/500 mill Cool to 4°C 12 days 6100 NYSDEC ASP ICHEM 300 Method 310.1 or equivalent Grab Groundwater Total Phenols 12 4 Glass/1 Liter/1 0.008%Na2S203 28 days 6/00 NYSDEC ASP ICHEM 300 Cool to 4°C Method 420.1 or equivalent ♦13141A0314302.doc(R02) 1-3 Table 1-1(continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Type Sample matrix Sample Fraction Samples* Frequency* Type/Size/No. Preservation Holding Time** Analytical Method Grab Groundwater Chloride 12 4 Plastic/500 ml/1 Cool to 4°C 26 days 6/00 NYSDEC ASP ICHEM 300 Method 9250 or equivalent Grab Groundwater Bromide 12 4 Plastic/500 ml/1 Cool to 4°C 26 days 6/00 NYSDEC ASP ICHEM 300 Method 320.1 or equivalent Grab Groundwater Total Hardness as 12 4 Plastic/500 mi/1 HNO3 to pH Q 6 months 6/00 NYSDEC ASP CaCO3 ICHEM 300 Cool to 4°C Method 130:1 or equivalent Grab Groundwater Color 12 1 Plastic/500 myl Cool to 4°C 24 hours 6/00 NYSDEC ASP ICHEM 300 Method 110.1 or equivalent Grab Groundwater Volatile Organics 12 1 Glass,clear/ Cool to 4°C*** 7 days for 6/00 NYSDEC ASP 40 mV2 analysis Method EPA SOW ICHEM 300 OLMO4.2 or equivalent Grab Groundwater Metals 12 4 Plastid HNO3 to pH Q 26 days for 6/00 NYSDEC ASP I Liter/1 Cool to 4°C Hg analysis, Method EPA SOW ICHEM 300 6 months ILMO4.0 or equivalent for analysis of others Grab Groundwater Cyanide 12 1 Plastic,clear/ NaOH to pH>12 12 days for 6/00 NYSDEC ASP 250 ml/1 Cool to 4°C analysis Method 335.2 ICHEM 300 or equivalent *Four rounds of sampling with 12 samples per round being collected. **Holding times as listed for each method in Exhibit D of the 6/00 NYSDEC ASP and based upon VTSR(Verified Time of Sample Receipt): **«Samples are not to be preserved to pH Q. ♦13141A0314302.doc(R02) 1-4 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING { SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Type Sample matrix Sample Fraction Samples Frequency Type/Size/No. Preservation Holdinx Time Analytical Method Site/Study Area Trip Blank Water Volatile Organics 1** 1 Glass,clear/ Cool to 40C*** 7 days for 6/00 NYSDEC ASP 40 ml/2 analysis Method USEPA SOW ICHEM 300 OWO4.2 series or equivalent *Holding times as listed for each method in Exhibit D of the 6100 NYSDEC ASP and based upon VTSR(Verified Time of Sample Receipt). **One trip blank will accompany each shipment of aqueous samples requiring volatile organic analysis. ***Samples are not to be preserved to pH Q. ♦1314W.0314302.doc(R02) 1-5 Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum _ Sample Location Sample Type Sample matrix Sample Fraction Sam les Frequency Type/Size/No. Preservation Holding Time* Analytical Method Site/Study Area Matrix Spike and Surface water/ Total Kjeldahl 1** 4 Plasticll Liter/l H2SO4 to pH Q 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater Nitrogen ICHEM 300 Cool to 4°C Method 351.1 Duplicate or equivalent Matrix Spike and Surface water/ Ammonia 1** 4 Plastic/1 Liter/1 H2SO4 to pH 4 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C Method 350.1 Duplicate or equivalent Matrix Spike and Surface water/ Nitrate 1** 4 Plastic/100 mill Cool to 4°C 24 hours 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 9200 Duplicate or equivalent Matrix Spike and Surface water/ Chemical Oxygen 1** 4 Glass/500 ml/1 H2SO4 to pH<2 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater Demand ICHEM 300 Cool to 4°C Method 410.1 Duplicate or equivalent Matrix Spike and Surface water/ Biochemical Oxygen 1** 4 Glass/500 mill Cool to 4°C 24 hours 6/00 NYSDEC ASP Matrix Spike Groundwater Demand ICHEM 300 Method 405.1 Duplicate or equivalent Matrix Spike and Surface water/ Total Organic 1** 4 Glass/500 mill HCI-to pH<2 26 days 6/00 NYSOEC ASP Matrix Spike Groundwater Carbon ICHEM 300 Cool to 4°C Method 9060 Duplicate or equivalent Matrix Spike and Surface water/ Total Dissolved 1** 4 Plastic/500 mill Cool to 4°C 7 days 6/00 NYSDEC ASP Matrix Spike Groundwater Solids ICHEM 300 Method 160.1 Duplicate or equivalent Matrix Spike and Surface water/ Sulfate 1** 4 Plastic/500 mill Cool to 4°C 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 9035 Duplicate or equivalent Matrix Spike and Surface water/ Alkalinity 1** 4 Plastic/500 mill Cool to 4°C 12 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 310.1 Duplicate or equivalent Matrix Spike and Surface water/ Total Phenols 1** 4 Glass/I Liter/1 0.008%Na2S203 28 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C Method 420.1 Duplicate or equivalent ♦13141A0314302.doc(R02) 1-6 -- Table 1-1 (continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING SUMMARY OF MONITORING PARAMETERS Number of Container Sample Maximum Sample Location Sample Tyne Sample_ matrix Sample Fraction Sampies Freauencv Type/Size/No. Preservation Holding Time* Analytical Method Sitc/Study Arca Matrix Spike and Surface water/ Chloride 1** 4 Plasfid500 myl Cool to 4°C 26 days 6/00 NYSDEC ASP Matrix Spike Groundwater ICBEM 300 Method 9250 Duplicate or equivalent Matrix Spike and Surface water/ Bromide 1** 4 Plastic/500 ml/1 Cool to 4°C 26 days 6100 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 320.1 Duplicate or equivalent Matrix Spike and Surface water/ Total Hardness as l** 4 Plastic/500 m1/1 HNO3 to pH<2 6 months 6/00 NYSDEC ASP Matrix Spike Groundwater CaCO3 ICHEM 300 Cool to 4°C Method 130.1 Duplicate or equivalent Matrix Spike and Surface water/ Color 1** I Plastic/500 myl Cool to 4°C 24 hours 6100 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Method 110.1 Duplicate or equivalent Matrix Spike and Surface water/ Volatile Organics 1+* I Glass,clear/ Cool to 40C*** 7 days for 6100 NYSDEC ASP Matrix Spike Groundwater 40 W3 analysis Method USEPA SOW ! Duplicate ICHEM 300 OLM04.2 series or equivalent Matrix Spike and Surface water/ Metals 1** 4 Plastic/1L/1 HNOi to pH<2 26 days for 6100 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C Hg analysis, Method USEPA SOW Duplicate series or 6 months for ILM04.0 equivalent analysis of others Matrix Spike and Surface water/ Cyanide 1+* 1 Plastie/lul NaOH to pH>12 12 days for 6/00 NYSDEC ASP Matrix Spike Groundwater ICHEM 300 Cool to 4°C analysis Method 335.2 Duplicate series or equivalent - *Holding times as listed for each method in Exhibit D of the 6100 NYSDEC ASP and based upon VCSR(Verified Time of Sample Receipt). "One set of MS/MSD for each round of sampling based upon 12 groundwater samples collected per round. ***Samples are not to be preserved to pH Q. ♦13141A0314302.doc(R02) 1-7 -- 3 110111W OMEN= Isom N� 1 Table 1a SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS Parameter Sample Matrix L*(ugM Estimated Accuracy Accuracy Protocol Estimated Precision Precision Protocol Volatile Organics Liquid 5-10 0.87-2.48 ug/1 Vol.IB,Chapter 4, 0.11-4.00 ug/1 Vol.IB,Chapter 4, 5-10 Method 8240,Table 7 Method 8240,Table 7 Metals(except cyanide) Liquid 0.2-5000 == Vol.IA,Chapter 3, — Vol.IA,Chapter 3, 0.2-5000 Method 6010**,Table 4 Method 6010**, Table 4 Cyanide Liquid 10 85%-102% Vol.IC,Chapter 5, 10.02 mg/l Vol.IC,Chapter 5, 10 of recovery Method 9010 Method 9010 *Contract Required Detection Limits **and SW-846 Methods for: Method Mercury 7470 } ♦13141A0314302.doc(R02) 1-8 Table 1-2(continued) SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS OBJECTIVES FOR PRECISION,ACCURACY AND COMPLETENESS Matrix/Parameter Precision t°/,l Accuracyv Groundwater VOCs(a) See Table 1-2a See Table 1-2a Metals() :625% 75-125 NOTES: Accuracy will be determined as percent recovery of surrogate spike compounds and matrix spike compounds.Surrogate and matrix spike compounds for VOCs are listed in Table 1-2a.Precision will be estimated as the relative standard deviation of the percent recoveries per matrix. ro) Accuracy will be determined as percent recovery of matrix spikes when appropriate or the percent recovery of a QC sample if spiking is inappropriate. Precision will be determined as relative percent difference of matrix spike duplicate samples, or duplicate samples if spiking is inappropriate. Precision will be determined as the average percent difference for replicate samples. Accuracy will be defermined as the percent recovery of matrix spike samples or laboratory control samples,as appropriate. Source: NYSDEC ASP ♦1314W0314302.doc(R02) 1-9 �- Table 1-2a SOUTHOLD LANDFILL POST CLOSURE MONITORING DATA QUALITY REQUIREMENTS ACCURACY REQUIREMENTS FOR VOC Spike Recovery Limits{% Water Surrogate Compound Toluene-d8 88-110 4-Bromofluorobenzene 86-115 1,2-Dichloroethane-d4 76-114 Magix Spike Compound 1,1-Dichloroethene 61-145 Trichloroethane 71-120 Chlorobenzene 75-130 Toluene 76-125 Benzene 76-127 Source: NYSDEC ASP. ♦13141A0314302.doc(R02) 1-10 The methods of analysis will be in accordance with the 6/00 NYSDEC ASP. Specific analytical procedures and laboratory QA/QC descriptions are not included in this QA/QC plan, ' but will be*available upon request from the laboratory selected to perform the analyses. The laboratory will be New York State Department of Health(NYSDOH) Environmental Laboratory Approved Program (FLAP) certified for organic and inorganic analyses, and also USEPA CLP certified. 1.5.1 Data Representativeness Representative samples will be collected as follows: • Groundwater (Monitoring Well)- Samples will be obtained after the monitoring well has been purged of three to five well casing volumes and field measurements (pH, conductivity, temperature and turbidity) have stabilized, or until the well is purged dry (whichever occurs first)and allowed to recharge. Samples will be collected with a dedicated polyethylene bailer. • E ui ment Calibration'- Field equipment used for field measurements will be calibrated daily before use according to the manufacturer's procedures. • lr ui Ment Decontannation-Nonsterile sampling equipment will be deconuiminated prior to use at each location according to the NYSDEC approved procedures described on Section 1.8 of this QA/QC Plan. i 1-.5.2 Data Compl biltty I All data will be presented in the units designated by the methods specified by a NYSDOH FLAP and CLP certified laboratory, and the 6/00 NYSDEC ASP. In addition, sample locations,collection procedures,and analytical methods from earlier studies will be evaluated for comparability with current procedures/methods. x ♦1314W0314302.doc(R02) 1-11 i l 1.5.3 Data Completeness The acceptability of 100% of the data is desired as a goal for this project. The acceptability of less than 100% complete data, meeting all laboratory QA/QC protocols/ standards,will be evaluated on a case-by-case basis. 1.6 Detailed Sampling Procedures Groundwater samples will be collected from different locations as part of the post closure monitoring for the Southold Landfill. Sample locations will consist of monitoring wells. Sampling procedures and equipment are described in this section. A summary of the sampling program, including sample media, locations, depths, equipment, rationale and analytical parameters is provided in Table 1-3. Sample collection will be performed in conformance with i procedures described in Section 1.6.3. The materials involved in groundwater sampling are critical to the collection of high quality monitoring information, particularly where the analyses of volatile, pH sensitive or reduced chemical constituents are of interest Sterile disposable polyethylene bailers will be utilized for this project. j i .There will be several steps taken after the transfer of the water sample into the sample container that are necessary to properly complete collection activities. Once the sample is transferred into the appropriate container, the container will be capped and, if necessary, the outside of the container will be wiped with a clean paper towel to remove excess sampling material. The container will not be submerged in water in an effort to clean it Rather, if necessary, a clean paper towel moistened with distilled/deionized water will be used. The sample container will then be properly labeled. Information such as sample number, location, collection time and sample description will be recorded in the field logbook. Associated forms (e.g., Chain of Custody forms) will then be completed and will stay with the sample. The samples will be packaged in a manner that will allow the appropriate storage temperature (4°C) �I ♦1314V#0314302.doc(R02) 1-12 now 111111101111111 111111 lama=* 41� Table 1-3 SOUTHOLD LANDFILL POST CLOSURE MONITORING SAMPLING MATRIX - Environmental Number of Program Element Media Sample Type/Depth Samples Equipment Sample Analyses Groundwater Sampling Groundwater At surface of water in well after 12 Disposable polyethylene bailer. Baseline Parameters (Round 1) purging well. Groundwater Sampling Groundwater At surface of water in well after 12 Disposable polyethylene bailer, Routine Parameters (Rounds 2-4) purging well. Trip Blanks Aqueous Laboratory provided distilled water. 1* Sample supplied by laboratory. TCL VOC+10. Matrix Spike/Matrix Aqueous Surface water and groundwater 1** Sample container or disposable Baseline/Routine Spike Duplicates (split of sample). polyethylene bailer. Parameters Note: No field blanks will be collected in accordance with New York State Department of Environmental Conservation guidance. *One trip blank will accompany each shipment of aqueous samples requiring volatile organic compound analysis, **One MS/MSD for each media for every 20 samples collected or one every 2 weeks if fewer than 20 samples: 4 13141Ao314302.doc(R02) 1-13 to be maintained during shipment to the laboratory. Samples will be delivered to the laboratory within 48 hours of collection. 1.6.1 Sarn le Identification All samples collected during post closure monitoring at the Southold Landfill Site will be labeled with a sample identification code. The code will identify the sample location, sample matrix and series numbers for sample locations with more than one sample. Samples will be labeled according to the following system: i Sarn le Location: — Monitoring Well"MW" s Sample Matrix- — Water"'W" Sample Number: — For circumstances where more than one sample of the same type and/or from the same location will be collected, a consecutive sample-number will be assigned. • Quality Assurance/ — Trip Blank"TB" uali Control Ad C — Matrix Spike"MS" — Matrix spike duplicate"MSD" r Based upon the above sample identification procedures, an example of a sample label may be: Sample Location on QA/QC -W-1_ S Sample 1' atrix � Sample Number I f 1.6.2 Samvle llpdliny Packaging and Shi in. All analytical samples will be placed in the appropriate sample containers as specified in r the 6/00 NYSDEC ASP. The holding time criteria identified in Volume I for the individual methods of the ASP will be followed,as specified in Table 1-1. ♦13144W0314302.dogRO ) 1-14 Prior to packaging any samples for shipment, the sample'containers will be checked for proper identification and compared to the field logbook for accuracy. The samples will then be wrapped with a cushioning material and placed in a cooler (or laboratory shuttle) with a sufficient amount of bagged ice or "blue ice" packs in order to keep the samples at 4°C until arrival at the laboratory. All necessary documentation required to accompany the sample during shipment will be placed in a sealed plastic bag and taped to the underside of the cooler lid. The cooler will then be sealed with fiber(duct)tape, and custody seals will be placed in such a manner that any opening of the cooler prior to arrival at the laboratory can be detected. All samples will be shipped to ensure laboratory receipt within 48 hours of sample collection in accordance with NYSDEC requirements. The laboratory will be notified prior to the shipment of the samples. 1.6.3 Groundwater(l+�onitoring"4�ell'� 1. Be certain that the sample location is noted on Location Sketch(see Section 1.9). 1 2. Measure the depth of water using a decontaminated water level indicator and compute the volume of sliding water in the well. E 3. Remove three to five times the volume of standing water from the well until field measurements (pH, conductivity, temperature, and turbidity) stabilize, or until the well is dry, whichever occurs first, with a submersible pump. (Turbidity must be less than 50 NTUs prior to collection of a sample for metals analysis. Greater than 50 NTUs may require filtering of the sample or waiting a maximum of 24 hours for the turbidity to decrease.) 4. Remove the laboratory precleaned sample containers from sample cooler, label container with an indelible marker, fill out Sample Information Record and Chain of Custody Form(see Section 1.9). ti 5. Obtain a sample by using the disposable polyethylene bailer. The order to which the samples are collected is:VOCs,metals, cyanide,and wet chemistry parameters. ?' 4 1314\A0314302_doc(R02) 1-15 I 6. If the turbidity exceeds 50 NTUs,then the well should be sampled for all constituents except metals. The well can rest for a maximum of 24 hours until a turbidity.reading is less than 50 NTUs,once less than 50 NTUs,the metals sample can be collected. 7. If it is determined in consultation with the NYSDEC that filtering of the sample is necessary (i.e., through direction from NYSDEC or after waiting a maximum of 24 hours), first.collect.an unfiltered sample in a sample container, replace the cover on the sample container and label the sample. Next, pour an appropriate amount of the remaining sample from the bailer into a second sample container through a filter medium(0.45 microns) to remove particulates from suspension.Replace the cover on the sample container and label the sample. The turbidity of both the filtered and unfiltered sample will be recorded at the time of collection. 8. Gently pour the sample into the sample.container taking care not.to spill on outside of bottle or overfill container and replace cover on the sample container. Samples for volatile organic analyses, will have no air space in the sample vial prior to sealing. This is done by filling the vial such that there is a meniscus on top. Carefully, slide the septum, Teflon side down, onto the top of the vial and cap the vial. Check for bubbles by turning the vial upside down and-tapping it lightly. If bubbles appear, reopen the vial, remove the septum and add more sample (or resample). Replace the septum,recap and check for bubbles. Continue until vial is bubble-free. 9. Return sample container to sample cooler. 10. Dispose of bailer. 11. Place disposable personal protective equipment into a 55-gallon drum. 1.7 Decontamination Procedures All field sampling equipment should be sterile and dedicated to a particular sampling I. point. In instances where this is not possible, a field cleaning (decontamination) procedure will be used in order to reduce the chances of cross contamination between sample locations. A decontamination station will be established for all field activities. This will be an area located away from the source of contamination so as not to adversely impact the decontamination z Procedure,but close enough to the sampling area to keep equipment handlin to a minimum. r ♦1314\AO314302.doc(R02) 1-16 1.7.1 Field Decontamination Procedures All nondisposable'equipment will be decontaminated at appropriate intervals (e.g., prior to initial use, prior to moving to a new sampling location and prior to leaving the site). Different decontamination procedures are used for various types of equipment that perform the field activities as discussed below. When using field decontamination, it is advisable to start sampling 4 in the area of the site with the lowest contaminant probability and proceed through to the areas of highest suspected contamination. 1.7.2 Decontamination Procedure for D nllin I All equipment such as drill rigs, backhoes and other mobile equipment should receive an initial cleaning prior to use at the site. The equipment will then be decontaminated prior to leaving the site and each time it.returns on-site. Unless otherwise specified and approved, all wash/rinse solutions should be collected and contained on-site. The actual fate of this material will be determined after review of analytical data generated from samples and on-site discharge impacts have been evaluated. After the initial washing, cleaning may be reduced to those areas that are in close proximity to materials being sampled. Drill rig items such as auger flights, drill rods, and drill 1 i bits are to be cleaned in between sample locations. C I All decontamination generated wastes will be contained in 55-gallon drums and stored in the designated area. Drilling equipment will be decontaminated in the following manner: Scrub all surfaces thoroughly with nonresidual nonionic anionic detergent (such as alconox) and tap water using a brush to remove particulate matter or surface film. This is necessary in order to remove any solids buildup on the back of the rig, auger i flights, drill rods, drilling head, etc. Any loose paint chips, paint flakes and rust must also be removed. I ♦13 MA0314302.doc(R02) 1-17 • Steam clean(2121F). 1.7.3 Decontamination Procedure for Salapljqg E ui ment Teflon, PVC, polyethylene, polystyrene and stainless steel sampling equipment decontamination procedures will be the following: i • Wash thoroughly with nonresidual nonionic anionic detergent (such as alconox) and clean potable tap water using a brush to remove particulate matter or surface film. • Rinse thoroughly with tap water. • Rinse thoroughly with distilled water. • Rinse in a well ventilated area with methanol(pesticide grade)and air dry. • Rinse thoroughly with distilled water and air dry. • Wrap completely in clean aluminum foil with dull side against the equipment. For small sampling items, such as scoops, decontamination will take place over a drum specifically used for this purpose. The first step, a-soap and water wash, is to remove all visible particulate matter and residual oils and grease. This is followed by a tapwater rinse and a distiUcd/deionized water 1 rinse to remove the detergent. Next, a high purity solvent rinse is designated for trace organics removal. Methanol has been chosen because it is not an analyte of concern in the TCL. The solvent must be allowed to evaporate and then a final distilled/deionized water rinse is performed. This rinse removes any residual-traces of the solvent. The aluminum wrap protects the equipment and keeps it clean until it is used at another sampling location. 1.7.4 Decontamination Procedure for Well Cain Screen and Development/P'Ming Equipment 4 n_. Field cleaning of well casing and screen should consist of a manual scrubbing to remove I' foreign material and steam cleaning,inside and out,until all traces of oil and grease are removed. r If precleaned certified well casing and screen can be obtained from the manufacturer this would ♦1314%A0314302.doc(R02) 1-18 f also be acceptable. This material should then be stored in such a manner so as to preserve it in this condition. Special attention'to threaded joints may be necessary to remove cutting oil or weld burn residues. Materials and equipment that will be used within the monitoring well casing for the purposes of well development and purging shall also be decontaminated. t The submersible pump will be decontaminated by the following procedures: 1. Place pump in a water solution of an nonionic anionic surfactant solution (such as unscented Tide or Alconox) solution and wash the outside of the pump with a-scrub brush. 2. Pump approximately five gallons of the wash solution through the pump. 3. Place pump in bucket of clean.water and pump out five gallons of water. 4. Wipe down the cable with deionized water and a paper towel. 5. Decontamination water will be disposed of on-site. J 1.8 Laboratory Sample Custody Procedures 9 l A NYSDOH ELAP and CLP certified laboratory-meeting the requirements for sample custody procedures, including cleaning and handling sample containers and analytical equipment will be used. The laboratory's Standard Operating Procedures (SOPS) will be available upon request. 1.9 Field Management Documentation Proper management and documentation of field activities is essential to ensure that all 4 necessary work is conducted in accordance with the sampling plan and QA/QC Plan in an efficient and high quality manner. Field management procedures include following proper chain of custody procedures to track a sample from collection through analysis, preparing a Location Sketch, completing Sample Information Record Forms, Chain of Custody Forms maintaining a ♦13141A0314302.doc(R02) 1-19 daily Field Log Book, preparing Daily Field Activity Reports, completing Field Change Forms and filling out a Daily Air.Monitoring Form. Copies of each of these forms are provided in Section 1.21. Proper completion of these forms and the field logbook are necessary to support' the consequent actions that may result from the sample analysis. This documentation will support that the evidence was gathered and handled properly. 1.9.1 Location Sketch Each sampling point shall have its own location sketch (found in Section 1.21) with permanent references,to the maximum extent practicable. 1.9.2 Sample Information record At each sampling location, the Sample Information Record Form is filled out and maintained including,but not limited to,the following information: Site name i • Sample crew • Sample location Field sample identification number • Date • Time of sample collection • Weather conditions Temperature • Sample matrix • Method of sample collection and any factor that may-affect its quality adversely Well information(groundwater only) • Field test results ♦1314\A0314302.doc(R02) 1-20 r i • Constituents sampled • Remarks (Sample Compositing Informafion) 1.9.3 Chain of Cutor The Chain of Custody (COC) is initiated at the laboratory with bottle preparation and shipment to the site: The COC remains with the sample at all times and bears the name of the person assuming responsibility for the samples. This person is tasked with ensuring secure and appropriate handling of the bottles and samples. When the form is complete, it should indicate that there were no lapses in sample accountability. A sample is considered to be in an individual's custody if any of the following conditions are met: a r • It is in the individual's physical possession, or • It is in the individual's view after being in his or her physical possession,or • It is secured by the individual so that no one can tamper with it,or • The individual puts it in a designated and identified secure area. In general, COC Forms are provided by the laboratory contracted to perform the analytical services.At a minimum,the following information shall be provided on these forms: • Project name and address • Project number • Sample identification number • Date • Time • Sample location • Sample type ♦1314XA0314302.doc(R02) 1-21 d d • Analysis requested • Number of containers and volume taken • Remarks • Type of waste • Sampler(s)name(s)and signature(s) • Spaces for relinquished by/received by signature and date/time. For this particular study, forms provided by the laboratory will be utilized. A copy.of this form is contained in Section 1.21. The COC Form is filled out and signed by the.person performing the sampling. The original of the form travels with the sample and is signed and dated each time the sample is relinquished to another party, until it reaches the laboratory or analysis is completed. The field j sampler keeps one copy and a copy is retained for the project file. The sample container must also be labeled with an indelible marker with a minimum of the following information: I • Sample number j • Analysis to be performed • Date of collection • Compositing information A copy of the completed form is returned by the laboratory with the analytical results. 1.9.4 S lit Sam les ;i 4Whenever samples are being split with another party, a Receipt for Samples Form must Y be completed and signed. A copy of this form can be found in Section 1.21. A copy of the COC Form will accompany this form. The present work plan does not provide for split samples. ♦1314\A0314302.doc(R02) 1_22 1.9.5 1�aeld.Log Book Field logbooks must be bound and should have consecutively numbered, water resistant pages. All pertinent information regarding the site and sampling procedures must be documented. Notations should be made in logbook fashion, noting the time and date of all entries. Information recorded in this notebook should include, but not be limited to, the following: The first page of the log contains the following information: • Project name and address • Name, address and.phone number of field contact • Waste generator and address,if different from above • Type of process(if known),generating waste 1 • Type of waste •. Suspected waste composition,including concentrations Daily entries are made for the following information: • Purpose of sampling • Location of sampling point • Number(s) and volume(s)of sample(s)taken • Description of sampling point and sampling methodology • Date and time of collection, arrival and departure g • Collector's sample identification number(s) • Sample distribution and method of storage and transportation P g P • References,such as sketches of the sampling site or photographs of sample collection ♦1314W0314302.doc(R02) 1-23 Field observations, including results of field analyses (e.g., pH,temperature, specific conductance),water levels,drilling logs,and organic vapor and dust readings m Signature of personnel responsible for completing log entries. 1.9.6 Daily Field A! Re ort At the end of each day of field work, the Field Operations Manager, or designee, completes this form noting personnel on-site and summarizing the work performed that day, equipment, materials and supplies used, results of field analyses, problems and resolutions. This form is then signed and is subject to review. A copy of the Daily Field Activity Report form is contained in Section 1.21. 1.9.7 Field Changes,and Corrective Actions Whenever there is a required or recommended investigation/sampling change: or correction, a Field Change Form must be completed by the Field Operations Manager and approved by the Town. i 1.10 Calibration Procedures and Preventive Maintenance The following information regarding equipment will be maintained at the project site: 1. Equipment calibration and operating procedures, which will include provisions for documentation of frequency, conditions, standards and records reflecting the calibration procedures, methods of usage and repair history of the measurement system. Calibration of field equipment will be done daily at the sampling site so that any background contamination can be taken into consideration and the instrument calibrated accordingly. C 2. Critical spare parts, necessary tools and manuals will be on hand to facilitate equipment maintenance and repair. A' a ♦UWA0314302.doc=) 1-24 Calibration procedures and preventive maintenance, in accordance with the NYSDEC 6/00 ASP, for laboratory equipment is contained in the laboratory's SOPS and is available upon request. 1.11 Performance of Field Audits During field activities, the QA/QC officer may accompany sampling personnel into the field to verify that the site sampling program is being properly implemented and to detect and define problems so that corrective action can be taken. All findings will be- documented and provided to the Field Operations Manager.A copy of Field Audit form is in Section 1.23. i 1.12 Control and Disposal of Contaminated Material During -sampling of the monitoring wells, water will be generated from purging. Specifically, all water associated-with the wells will be disposed of on-site. Decontamination w water will also be disposed of on-site. y In general, soiled personal protective equipment (PPE) and disposable sampling equipment (i.e., bailers,tongue'depressors, scoops)will be considered solid waste and contained and disposed off-site. If hazardous waste contamination of PPE or disposable equipment is suspected, due to elevated measurements of screening instruments, visual observations, odors or other means, PPE and equipment will be drummed and secured on-site until a hazardous waste determination can be made. Once a determination has been made, an approved disposal method will be employed. 1.13 Documentation,Data Reduction and Reporting A NYSDOH ELAP and CLP certified laboratory meeting requirements for documentation, data reduction, and reporting will be used. All data will be cataloged according to sampling locations and sample identification nomenclature which is described in Section 1.6.1 of the QA/QC plan. ♦1314\A0314302.doc(R02) 1-26 t P i NYSDEC "Sample Identification and Analytical Requirement Summary" and "Sample Preparation and Analysis Summary" forms (for VOC Analysis, B/N-A Analysis, Pesticides/PCB Analysis and Inorganic Analysis) will be completed and included with each data package. These forms are contained in Section 1.22. The'sample tracking forms are required and supplied by the 6/00 NYSDEC ASP. 1.14 Data Validation As described in Section 1.13 above, summary documentation regarding data validation will be completed by the laboratory using NYSDEC forms contained in Section 1.22, and submitted with the data package. A Data Usability Summary Report (DUSR) will be prepared instead of full data validation. The DUSR'is prepared by reviewing and evaluating the analytical data The parameters to be evaluated in reference to compliance.with analytical method protocols include all chain-of-custody forms, holding times, raw data (instrument print out data and chromatograms), calibrations, blanks, spikes, controls, surrogate recoveries, duplicates and sample data. If available, field sampling notes should also be reviewed and any quality control { problems should be evaluated as to their effect on the usability of the sample data. 1 The DUSR shall describe the samples and analysis parameters reviewed. Data deficiencies, analytical protocol deviations and quality control problems shall be described and their effect on the data discussed. Re-sampling and re-analysis recommendations will be made, if necessary. Data qualifications are documented for each sample analyte following the NYSDEC ASP 6/00 guidelines. i 4 a ♦1314W0314302.d-4802) 1-26 1 L15 Performance and System Audits A NYSDOH ELAP and CLP certified laboratory, which has satisfactorily completed performance audits and performance evaluation samples shall be used. 1.16 Corrective Action r A NYSDOH ELAP and CLP certified laboratory shall meet the requirements for corrective action protocols, including sample "clean up"to attempt to eliminate/mitigate "matrix interference." The 6/00 NYSDEC ASP protocols include both mandatory and optional sample cleanup and extraction methods. Florisil column cleanup is required for the pesticide/PCB fraction of both soil and water samples. There are several optional cleanup and extraction methods noted in the 6/00 NYSDEC ASP protocol. These include: Silica gel column cleanup, acid-base partition, steam distillation and sulfuric acid cleanup for PCB analysis. It should be noted, that if these optional cleanup and extraction methods are requested by NYSDEC, holding time requirements should not be exceeded due to negligence of the I laboratory. However, subsequent to selection of the analytical laboratory for this project, a meeting will be scheduled among representatives of the NYSDEC, the Town and the laboratory to discuss these issues and establish procedures to ensure good and timely communications among all parties. I 1.17 Trip Blanks (Travel Blanks) The primary purpose of this type of blank is to detect additional sources of contamination that might potentially influence contaminant values reported in actual samples both quantitatively and qualitatively. The following have been identified as potential sources of contamination: ♦13141A0314302.doc(R02) 1-27 I • Laboratory reagent water • sample containers • Cross contamination in shipment • Ambient air or contact with analytical instrumentation during preparation and analysis at the laboratory • Laboratory reagents used in analytical procedures A trip blank consists of a set of 40 ml sample vials filled at the laboratory with laboratory dernonstrated analyte free water. Trip blanks should be handled, transported and analyzed in the same manner as the samples acquired that day, except that the sample containers themselves are not opened in the field. Rather, they just travel with the sample cooler. Trip blanks must accompany samples "at a rate of one per shipment. The temperature of the trip blanks must be maintained at 4°C while on-site and during shipment. Trip blanks must return to the laboratory with the same set of bottles they accompanied in the field. The purpose of a trip blank is to control sample bottle preparation and blank water quality as well as sample handling. Thus,the trip blank travels to the site with the empty sample bottles and back from the site with the collected samples in an effort to simulate sample handling conditions. Contaminated trip blanks may indicate inadequate bottle cleaning or blank water of questionable quality. Trip blanks are implemented only when collecting water samples, and analyzed for volatile organic compounds only(i.e.,baseline sampling). i 1.18 Field Blank(Field Rinsate Blank)/Equipment Blank Field blanks will not be required for this project, since disposable bailers are being utilized for sample collection. ♦1314W0314302.doe(R02) 1-28 4 1.19 Matrix Spikes/Matrix Spike Duplicates and Spiked Blanks Matrix spike (MS), matrix spike duplicates (MSD), and matrix spike blanks (MSB) samples are quality control procedures, consistent with 6/00 NYSDEC ASP specifications, used by the laboratory as part of its internal QA/QC program. The MS and MSD are aliquots of a designated sample (water or soil), which are spiked with known quantities of specified compounds. They are used to evaluate the matrix effect of the sample upon the analytical methodology as well as to determine the precision of the analytical method used. A MSB is an aliquot of analyte-free water,prepared in the laboratory, and spiked with the same solution used- to spike the MS and MSD. The MSB is subjected to the same analytical procedure as the MS/MSD and used to indicate the appropriateness of the spiking solution by calculating the y spike compound recoveries. The procedure and frequency regarding the MS, MSD and MSB are defined in the 6/00 NYSDEC ASP. Site specific MS and MSDs should be collected at a frequency of one per 20 samples or every 7 days (one for each sample delivery group), for each sample matrix collected (Le.,water, soil, etc:). The laboratory is required to analyze an MSB at o: the same frequency as the MS/MSD. 1.20 Method Blanks A method blank is an aliquot of laboratory water or soil, which is spiked with the same G i internal and surrogate compounds as the samples. Its purpose is to define and.determine the level of laboratory background contamination. Frequency, procedure and maximum laboratory containment concentration limits are specified in the 6/00 NYSDEC ASP as follows: The laboratory shall prepare and analyze one laboratory reagent blank(method blank) for each group of samples of a similar matrix (for water or soil samples), extracted by a similar method (separatory funnel, continuous liquid extraction or sonication) and a similar concentration level(for volatile and semivolatile soil samples only)for the following, whichever is most frequent: r Each case of field samples received,or ♦1314\A0314302.doc%02) 1-29 i 0 Each 20 samples in a case, including matrix spikes and reanalyses,or a Each 7 calendar day period during which field samples in a case were received (said period beginning with the receipt of the first sample in that sample delivery group), or o Whenever samples are extracted. Volatile analysis requires one method blank for each 12-hour time period when volatile target compounds are analyzed. r it i i { i I ♦1314\A0314302.doc(R02) 1-30 I 1.21 Field Management Forms y f. I i g ♦13141A0314302.doc(R02) 1_31 Dvi rka d hjo and Ba Mucci CONSULTING ENGINEERS A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Date: SAMPLE INFORMATION RECORD Site: Sample Crew: Sample Location/Well No. Field Sample I.D.Number Time Weather Temperature Sample Type: Groundwater Sediment Surface Water/Stream Air Soil Other(describe,i.e. water,septage, etc.) Well Information (fill out for groundwater samples) Depth to Water Measurement Method Depth of Well _ Measurement Method Volume Removed Removal Method Field Test Results Color pH Odor Temperature(°F) Specific Conductance(umhos/cm) Other(OVA,Methane Meter,etc. i Constituents Sampled Remarks: r Well Casing Volumes GAL/FT 1'/."=0.077 2" =0.16 3" =037 4"=0.65 1%:x.10 2'/2"=0.24 3'% =0.50 6"=1.46 D&B—SM&b Rev.03/09/98 — - CHA I - F- S Page - of REPORT TO INVOICE TO COMPANY - PHONE COMPANY PHONE LAB PROTECT q: NAME FAX NAME FAX - ADDRESS ADDRESS TURNAROUND TIME: CITY/ST/7I? - CITY/.ST/ZIP CLIENT PROIECTNAMG CI.fF.N I'PROJECT#: C'[.IEN'fi P.O.N: - - REQUESTED ANALYSES Q. Lu w SAMPLE DA'I'E/I'IME V: IDENTIFIC'A'[7UNSAMPLE!) 3 O a LAB ID o COMMENT'S u U. O TSF# RELINQUISHED BY DATE/TIME ACCEPTED BY DA'TEITiME ADDITIONAL REMARKS: t Li R-I l.MI'i Z :3 WUITC.1 AnnDAT(1DV I`l1DV VWI 1 nw.DPD/IOTrnpv whiv.f'!IR riz(YIDV vi rka dbo and Bartiiucci CONSULTING ENGINEERS A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Date: DAILY EQUIPMENT CALIBRATION LOG Project Name: Project Number: Calibrated by: Instrument Name Calibration Readings and and Model Number Method' Time Observations I f i a D&B DECL/kb Rev.03/09/98 I DVIRKA FSI �r AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF D&B ENGINEERS AND ARCHITECTS,PC Date: ' DAILY FIELD ACTIVITY REPORT Report Number: Project Number: I , Field Log Book Page Number: j Proj ect: Address: Weather: (AM) Rainfall: (AM) Inches (PM) (PM) Inches Temperature: (AM) OF Wind Speed: (AM) MPH Wind Direction: (AM) (PM) OF (PM) MPH (PM) Site Condition: Arrival Departure Personnel On Name Affiliation Time Time Site: 'I Subcontractor Work Commencement: (AM) (PM) Subcontractor Work Completion: (AM) (PM) D&B DFAR/kb Rev. 10/2011 I DVIR -k- AND � BARTILUCCI r o" � CONSULTING ENGINEERS A DIVISION OF D&B ENGINEERS AND ARCHITECTS.P.C. Date: ` DAILY FIELD ACTIVITY REPORT Work Performed by subcontractor(s) (includes equipment and labor breakdown): i I I i f D&B DFAR/kb Rev. 10/2011 DVIRKA PA01h, AND � BARTILUCCI CONSULTING ENGINEERS A DIVISION OF MB ENGINEERS AND ARCHITECTS,CC Date: " DAILY FIELD ACTIVITY REPORT General work performed today by D&B Engineers: List specific inspection(s)performed and results(include problems and corrective actions): E a a i List type and location of tests performed and results(include equipment used and monitoring results): j Verbal comments received from subcontractor(include construction and testing problems, and recommendations/resulting actions): Prepared by: Reviewed by: D&B DFAR/kb Rev. 10/2011 i DVIRKA � AND BARTILUCCI CONSULTING ENGINEERS A DIVISTON OF D&B ENGINEERS AND•ARCHiTECfS.P.C. Date: AIR MONITORING FORM Project Name: Project Number: Instrument: Recorded by: Calibration Date: i Weather Conditions: Wind Speed Time Location and Direction Reading Observations j f ri Recording Procedures/Remarks: D&B_AMF/kb Rev. 10/2011 DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVI$ION Of DGB ENGINEERS AND ARCHITECTS.P.C. " Date: LOCATION SKETCH Project Sample Crew Sample(s)Locations(s) Sample(s) and/or Well Number(s) Location of sample points,wells,borings, etc.,with reference to three permanent reference points. Measure all distances, clearly label roads,wells and permanent features. �......... I rc { i I I I I i !h ty, ra `S ti i r i 1.22 NYSDEC Sample Identification,Preparation and Analysis Summary Forms 1 { 'r I ♦1314UO314302.do4RO2) 1-32 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SAMPLE IDENTIFICATION AND ANALYTICAL REQUIREMENT SUMMARY Customer Laboratory An lytical Re uirements Sample Sample *VOA *BNA `VOA *Pest *Metals *Other Code Code GC/MS GC/MS GC PCBs Method Method Method Method i � 4 w i it w I, 1 ,I I I , I 65 6/2000 i i i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SAMPLE PREPARATION AND-ANALYSIS SUMMARY VOLATILE (VOA) ANALYSES Laboratory Date Date Rec'd Date Date Sample ID Matrix Collected at Lab Extracted Anal ed I 1 i I r t l. I e I 67 6/2000 I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SAMPLE PREPARATION AND ANALYSIS SUMMARY INORGANIC ANALYSES Laboratory Date Recd Date Sam le 1D Matrix Metals Requested at Lab Anal ed i r i Y 1 yl FEI 4 F l Uf i V�f J J V 70 6/2000 9 0 1.23 Field Audit Form i I i L ♦1314W0314302.docM2) 1-33 i DVIRKA O AND dBARTXWCCI FIELD AUDIT FORM Site: Date: Persons On-site: QA/QC Officer Conducting Audit: P Project: { I 1. Is safety equipment in use(hardhats,respirators, gloves etc.): YES NO'. 2. Is a decontamination station,equipment and supplies on site and in working order. Methanol YES NO Alconox YES NO D.I.Water YES NO ". Scrub Brushes YES NO Steam Clewer YID - Comments: V 3. Is the siteJ g investi ation areas secured fence,markers, etc.): YES NO Comments: 4. Is contaminated material properly stored and in a secure area: YES NO o +ents: s r i FLOAU r DViRKA AND BARTILUCCI FIELD AUDIT FOR (continued) 15. Are forms filled out properiv: Field Log Book YES NO Chain of Custody YES NO [ Equipment Calibration Log YES NO Daily Field Activity Report YES NO Location Sketch YES NO Sample Information Record YES NO Equipment Usage Form YES NO Comments: 1 6. Is the proper sampling and field measurement equipment including calibration supplies on site: YES NO j i Comments: 7. Are there adequate sample containers,including deionized water for QA/QC: Field Blanks YES NO Trip Blanks YES NO Comments: S. Is the equipment decontaminated properly: Sampling equipment YES NO 1 Construction equipment YES NO I Comments: y i �, RDAUDIT ....,._._. DVUUCA db AND BARTIWCCI FIELD AUDIT FORM(con4nued) 9. Is field measurement equipment calibrated: Daily YES NO Properly YES NO Comments: y 10. Are samples collected and labeled properly: YES NO Continents: 11. Are samples stored at VC: YES NO �. Comments: t i i 12: Are coolers properly sealed and packed for shipment including Chain of Custody taped to underside of lid: YES NO Comments: 13. Is a copy of the Field Investigation Work Plan available on site: YES NO Comments: FLOAUOIT 4 DVIRKA AND M dbBARTMUCCI FIELD AUDIT FORM(continued) 14. Js a copy of the OA/QC Plan available on site: YES NO Comments: 15. Are investigation personnel familiar with the Work Plan and QA/QC Plan: YES NO Comments: 1 k �p q 16. Are quality control samples taken: Trip Blanks YES NO Field Blanks YES NO Comments: r 17. Are samples shipped in a timely and appropriate manner: YES NO Comments: r d r 18. Has the laboratory been contacted regarding planned shipment of samples: YES NO, kyg Comments: rwAUM i D VUtKA ` db AND sARTII.uCCI FIELD AUDIT FO (continued) General Comments: t . r � 4 �s a G. FLDAUDrr I Ovirka and Bartilucci dhw-ww**"NG*4%M Well Construction Lo E Site o 0. �. Job No. Well No. Total Depth f 3 Surface Elevation SI, 5-'0 Top Riser Elevation Water Levels(Depth,Date,Time) i,//F/z)3 11 a o Date Installed /2- 'L Riser Dia. 2 Material Pte Length /-1,7- Screen 2)wScreen Dia. A'" Material Length 1o` Slot Size /'!J Protective Casing Dia._�_ Material Length 6 SCHEMATIC Protective Casing Stickup 3 Riser stickup i Ground Surface Surface Seal Type f Bottom Surface Seal Grout Type'' i none. Top Sand Pack Seal Type k //8' Top Seal Top Sand Pack Sand Pack Type WP-1- S,.—AO 41-2 _ Top Sand Pack Size Tror7 1), Tap Screen Sand Pack Type tom/"/ Awa Size ' d; Bottom Screen 3� Total Depth of Boring well tort (stick) i I,� ena�. d[b Ba vir hZc i. Well Construction a Site Job No. Well No. M �✓' S Total Depth Surface Elevation S�� S� Top Riser Elevation Water Levels(Depth,Date,Time) Sb/ , I /S~ O /D00 Date Installed 171 /9 !02 MiserDia, . ' Material /Dy[" Length 4 I Screen Dia... Material 5. tif�r Length Z A ' Slot Size n, O /O Protective Casing Dia, Material 5 4,,W Length 4 SCHEMATIC Protective Casing Stickup r Riser Stickup Ground Surface Surface Seal Type o - j 0 Bottom Surface Seal Grout Type k 3 3 Top Sand Pack Seal Type p Seal J' Top Sand,Pack Sand Pack Type We Top Saud Pack Size # Top Screen. Sand Pack Type G,rY �� Size V y: Bottom Screen Gd Total Depth of Boring well con (stick) t anddbvNrfkzu sacci toNVAMOC; O-ONUM$ AaftIMMOF VAX"F Well Construction Lo Site 50"140 1 f Job No. I `'f" ��3 Well No. M W - (; 1 Total Depth 1 y'l Surface Elevation S1. y Top Riser Elevation Water Levels(Depth,Date,Time) Zllrloi300 Date Installed 0 Riser Dia . " Material Plc- LetVgth Screen I Material�S�•S� ,� Length o Slot Size D. 610 Protective Casing Dia. Material Sfvf Length " SCHEMATIC Protective Casing Stickup t 3 Riser Stickup Ground Surface Surface Seal Type +" raw,, r '- a Bottom Surface Seal Grout Type JJ • Seal Type , 1 Z y Top Seal Cr� r 1,17 Top Sand Packfoo Sand Pack Type Ver ( r' 117, r Top Sand Pack*l Size tfew 13/ Top screen Sand Pack Type r„ir// �jil Size kt r l i 191 Bottom Screen 'y'Y Total Depth of Boring well con (stick) d O B�e�alluoci Well Construction Loi Site S Y Job No. Well No. J11 w-ty S Total Depth - Surface Elevation Sr.Z, y Top Riser Elevation Water Levels(Depth,Date,Time) .j®<T 11 11161D 3 103v Date Installed Zzazoa RiserDia. 2 Material Arc Length o.,S"' 4' ScreenDia. �. Material Length, W Slot Size , Q/O Protective Casing Dia. Material� ; SCHEMATIC Protective Casing Stickup r Riser Stickup Ground Surface Surface Seal Type 4l;A r a Bottom Surface Seal Grout Type • w Top Sand Pack -tr°c) Seal Type .dl ,° 3 Top Seal 1-7 Top Sand Pack P 0 c' I Sand Pack TypeWr Top Sand Pack it I Size DO Top Screen Sand Pack Type Size �t t S9 'Bottom Screen 6 J y Total Depth of Boring Y I well con (stick) Ovirka rtiluc i A� ���Tple Well Construction uctioln E� Site Aa U t F- Job No. Well No. /tf Total Depth_ 123 - Surface Elevation 47 Top Riser Elevation Water Levels(Depth, Date,Time) 1 -3 Date Installed W " Riser Dia. rMaterial Length Screen Dia. ,2 Material . S Length 0 Slot Size 0 , t3lD Protective Casing Dia. Material S4,1 Length " SCHEMATIC Protective Casing Stickup Riser Stickup Ground Surface Surface Seal Type a Bottom Surface Seal Grout Type , i SealType D�f.3r Top Seal .�0.wA 107 Top Sand Packiloo Sand Pack Type Wtt � Top Sand Pack 11 Size FIp a Top Screen Sand Pack Type Size p� l w Bottom Screen Total Depth of Boring well con (stick) v aDrt ° 1 WOMMOWUM"F COU41c"&%XCWK PC. Well Construction �o Site t,+ i) G� Job No. I / f 3 Well No. M!�✓– 3 S Total Depth S Surface Elevation If 7 Top Riser Elevation Water Levels(Depth, Date,Time) 4I thi a-3 j.LDate Installed Riser Dia. `" Material Au f; Length f Screen Dia. Material S�_ -4e. Length 7—c Slot Size u' Protective Casing Dia. Material 54 Length SCHEMATIC Protective Casing Stickup Riser Stickup Ground Surface Surface Seal Type Ae ,&;-4/ k 1y 'Bottom Surface Seal <tl Grout Type �/rte,,,,{";A 6—f - r 23 Top Sand Pack #00 Seal Type t5,wk,,-.'X &Ah Z y ' Top Seal z$. Top Sand Pack vcO Sand Pack Type 'moi,// 31 Top Sand Packer I Size 00 �• 3 Top Screen Sand Pack Type ell 6rA Size # + _ r 57Y Bottom Screen ST. ''Total Depth of Boring ? well con (stick) 7 3 w Currently, there are 16 monitoring wells at the Southold Landfill which are used to on#or groundwater quality. These wells are grouped in pairs, with one well being shallow and 11ed across the water table, and the other well being screened deep just above the clay unit ,fit.underlies the landfill, with the exception of 5-68916, which is screened below the water Viable at 103 feet, and 5-68831, which is screened below the clay unit at 190 feet. Depending on hccatioll and ground surface elevation, the water table wells vary in depth from 27 to 77 feet ,elow ground surface (bgs) with the average depth being approximately 55 feet, and the deep ells (exclusive of 5-68831) vary in depth from 85 feet to 150 feet bgs with the average depth beiOg about 130 feet. The locations of these wells are shown on Drawing 2. The existing monitoring wells are constructed with 2-inch diameter PVC casing and stainless steel screens with locking steel protective surface casings. Screen lengths for the 'Shallow wells are 20 feet, and screen lengths for the deep wells are 10 feet. These wells, exclusive of S-68831 and S-68916, are constructed in accordance with Part 360 requirements. (5-68831 and S-68916 were constructed by the Suffolk County Department of Health Services in the early 198Os and the construction details are not known.) As part of closure construction, ten groundwater monitoring wells at five locations will need to be abandoned since they are located in areas that will be graded and capped or where C maintenance access roads are planned to be constructed. These wells are MW-2S and 213; MW- 3S and 3D; MW-6S and 6D; MW-7S and 713; and 5-68831 and S-68916. Well abandonment will be in accordance-with Part 360 procedures contained in 360-2.11(a)(8)(vi). After the cap I and maintenance roads are constructed,six of the ten monitoring wells will be replaced with new wells at approximately the same locations as the abandoned wells and constructed in accordance with Part 360-2.11(a)(8). Monitoring wells MW-2S and 2D will not be replaced since well clusters MW-4 and MW-5 will effectively monitor groundwater quality downgradient of the MW-2 cluster, and ♦1314%G0820801.DOC(R02) 9-1 f monitoring wells MW-7S and 7D will not be replaced since they are located upgradient of the area of waste and historically have shown Iittle/background contamination. Locations of the replacement wells are shown on Drawing 3. Each new groundwater monitoring well will be constructed in a drilled borehole approximately 8 inches in diameter. Drilling will be performed with hollow stem augers. The wells will be constructed of a 2-inch diameter Schedule 304 stainless steel screen and threaded, flush joint Schedule 40 PVC casing. Ten feet of stainless steel wire wrapped screen with 0.02- inch openings will be installed in each deep borehole, and 20-foot screens will be installed. in each shallow borehole, 5 feet above the water table and 15 feet below. The PVC riser will extend from the top of the screen to 21/2,feet above ground surface and will be contained in a steel protective casing with a locking cover. The annulus of the borehole in the area of the screen will be sand-packed to a height of 2 feet above the screened interval with No. 1 Grade clean silica sand. A finer grained No. 00 sand pack material (100 percent passing the No. 30 sieve and less than 2 percent passing the No. 200 sieve), 6 inches in thickness, will be placed on top of the sand pack between the sand and the bentonite seal. A 3-foot seal of bentonite pellets or slurry will be placed immediately above the k filter material and 6 inches of No. 00 Grade silica sand pack will be placed above the bentonite seal. The remaining annulus will be grouted to the surface with cement/bentonite grout. The bentonite will be tested and/or warranteed to be free or organic and inorganic contaminants. All material placed in the annulus of the borehole will be installed using a tremie pipe. A 4-inch diameter protective outer steel surface casing with locking cover and a surface cement pad will be installed around each well casing/riser. An illustration of well construction is provided on Drawing 6. i 4 131ArM20801.DOC(RO2) 9-2