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HomeMy WebLinkAboutWQ0001492_Residual Annual Report 2019_20200303FEDEX Tracking Number February 28, 2020 North Carolina Division of Water Resources Information Processing Unit 1617 Mail Service Center Raleigh, NC 27699-1617 RE: 2019 Annual Report Elementis Chromium Castle Hayne Manufacturing Facility Surface Disposal of Industrial Byproducts Residuals Permit No. WQ0001492 Castle Hayne, New Hanover County Dear Sir or Madam: CHROMIUM MAR 0 3 2021 RECENEDINCDFQIDWR MAR - 3 2020 Non-Disch rg t Permuting Occidental Chemical Corporation and Elementis Chromium have prepared this 2019 Annual Report in accordance with the requirements of the NC Division of Water Resources (DWR) Instructions for Residuals Application Annual Reporting Forms and the permit specific conditions of Surface Disposal of Industrial Byproducts Residuals (SDIBR) Permit No. WQ0001492. The SDIBR Permit holder is Occidental Chemical Corporation, 5 Greenway Plaza, Suite 110, Houston, Texas 77046. The residuals generator/preparer is Elementis Chromium, Inc. located at 5408 Holly Shelter Road, Castle Hayne, North Carolina 28429. The following items are included in this submittal: • Form DMSDF — Class A Annual Distribution and Marketing/Surface Disposal Certification and Summary Form; • Form RSSF — Annual Residual Sampling Summary; • Form RSSF-B — Annual Residual Sampling Summary; • Monthly Total Metals Analytical results; • Weekly Chromium TCLP Analytical results; • Annual Full TCLP & ICR Analytical results; • Summary of Affected Wells and Facility Map ELEMENTIS CHROMIUM 5408 Holly Shelter Road Castle Hayne, NC 28429 Telephone: 910/675-7200 Facsimile: 910/675-7201 C H R O M I U M Residuals were not deposited in Quarry 1 Section I (QS 1) during 2019. It is estimated that 87,135 dry tons of residuals were deposited in Quarry 1 Section II (QS2) during 2019. Collectively, QS 1 and QS2 are permitted for a maximum of 171,000 dry tons per year. Based on the previous residual loading into QS 1, the estimated volume of residuals contained in QS 1 is 3,747,306 cubic yards. The estimated remaining capacity of QS 1 is 430,411 cubic yards, which equates to approximately 2.2 years at the maximum loading rate. The total estimated weight of residuals deposited into QS2 during 2019 was 87,135 dry tons. As of December 31, 2019, the estimated cumulative residual volume contained in QS2 was 2,825,687 cubic yards. The estimated remaining capacity on this date was approximately 516,130 cubic yards. Based on these estimates, the estimated remaining useful life of QS2 is 2.8 years at the maximum loading rate. In addition, Martin Marietta, Inc. did not dispose of any residuals or limestone tailings from their adjacent mining operation into either section of the surface disposal unit. Chromium ceiling concentrations presented in Condition II.8 of the permit were exceeded for the entire reporting period; however, as noted in Condition II.8, "Residuals that exceed the ceiling concentration for chromium may be disposed of in the surface disposal unit as long as they are determined to be non -hazardous under RCRA with respect to chromium leachability as stipulated in Condition IV.2 and as long as the groundwater monitoring program as stipulated in Attachment C of this permit demonstrates that the surface disposal unit is not causing the assigned groundwater quality standards to be violated." Residuals generated were analyzed with respect to chromium leachability on the following sampling schedule: a. Grab sample — once per week b. Composite sample — once per week Based upon Toxicity Characteristic Leaching Procedure (TCLP) chromium analytical results for residuals samples, —residuals disposed during the reporting period were determined to be non- hazardous under RCRA with respect to chromium leachability as stipulated in permit Condition IV.2. TCLP sample analytical reports are attached to this report. Under the terms of the SDIBR permit, groundwater within an established Compliance Boundary is monitored for compliance with the 2L standards on a semi-annual basis (in July and November). Groundwater samples are analyzed for chloride, total chromium, total iron, total nickel, pH, and total dissolved solids (TDS) and results of each compliance monitoring event are submitted to DWR on Forms GW-59 and GW-59a in accordance with the requirements of the SDIBR permit. On the attached Form DMSDF, the facility is noted as being out of compliance due to detections of total chromium, iron, and TDS above North Carolina 21, standards, and pH outside of the 2L standard range in groundwater samples collected during 2019 from one or more compliance monitoring wells which are sampled in accordance with the SDIBR permit. With the exception of the total chromium detections above the 2L standard, the 2019 ground water quality standard contraventions noted ELEMENTIS CHROMIUM 5408 Holly Shelter Road Castle Hayne, NC 28429 Telephone:910/675-7200 Facsimile: 910/675-7201 CHROMIUM above are being addressed by processes of natural attenuation in accordance with the Corrective Action Plan dated May 28, 1999 (CAP) which was approved by the NC Department of Environmental Quality on July 28, 1999. The 2019 Annual Quarry Natural Attenuation Ground Water Monitoring Report dated January 29, 2020 was submitted to DWR to document the methods and results of groundwater monitoring completed during 2019 to satisfy CAP monitoring. Total chromium was detected above the 2L standard of 10 micrograms per liter (µg/1) in samples collected from MW-24/CPW-4D during 2019. Elevated chromium in MW-24/CPW-4D is attributable to the Plant Process Area (PPA) of the site and is already known to the NC Department of Environmental Quality (DEQ). Chromium impacts associated with the PPA are being managed under an Administrative Agreement (AA) for Voluntary Assessment and Remedial Action under the Inactive Hazardous Sites Branch (IHSB) Registered Environmental Consultant (REC) Program, DEQ ID NCD057454670. Total chromium was detected slightly above the 2L standard during November 2018 in three SDIBR permit compliance monitoring wells (MW-1/CPW-135, MW-9/CPW-9D, and MW- I O/CPW- I OD) located around the perimeter of the Quarry. Prior to November 2018, detections of total chromium above the 2L standard in SDIBR permit compliance wells located along the perimeter of the Quarry were rare. Additional evaluation of chromium concentrations in the three wells was completed during December 2018 through May 2019. Non-compliance notifications for detections of total chromium above the 2L standard during this period were provided to DWR in accordance with Condition IV.12 of the SDIBR permit and non-compliance resampling reports were submitted to DWR. For additional information, refer to the Non -Compliance Resampling Report — May 2019 dated May 28, 2019 which was submitted to DWR. During the July 2019 SDIBR compliance sampling event, total chromium was detected above the 2L standard in three monitoring wells located along the perimeter of the Quarry (MW-2/CPW-14S, MW-9/CPW-9D, and MW-15/CPW-15D). Additional evaluation of chromium concentrations in the three wells was subsequently completed during August and September 2019. Results of analysis of samples collected from the three wells on August 15, 2019 indicated total chromium was detected slightly above the 2L standard in two of the three monitoring wells (MW-2/CPW-14S and MW- 9/CPW-9D) and that total chromium was not detected in monitoring well MW-15/CPW-15D. Dissolved chromium was not detected in field -filtered samples collected from any of the three monitoring wells on August 15, 2019. These three wells were resampled on September 2, 2019 to further evaluate the total chromium concentrations detected in the wells. Results of analysis of the September 2, 2019 samples indicated dissolved and total chromium were not detected in wells MW- 9/CPW-9D and MW-15/CPW-15D. Total chromium was detected above the 2L standard in the September 2, 2019 unfiltered sample collected from MW-2/CPW-14S; however, dissolved chromium was not detected in the field -filtered sample collected from the well. MW-2/CPW-14S was resampled on September 16, 2019 to further evaluate the total chromium concentrations which had recently been detected in the well. Results of analysis of the September 16, 2019 samples indicated dissolved and total chromium were not detected in MW-2/CPW-145. ELEMENTIS CHROMIUM 5408 Holly Shelter Road Castle Hayne, NC 28429 Telephone: 910/675-7200 Facsimile: 910/675-7201 C H R O M I U M Based upon the results of the September 2019 samples, and as approved by DWR, no additional sampling of the wells was completed prior to the November 2019 semi-annual SDIBR permit compliance monitoring event. Non-compliance notifications for detections of total chromium above the 2L standard during July through September 2019 were provided to DWR in accordance with Condition IV.12 of the SDIBR permit and non-compliance resampling reports were submitted to DWR. For additional information, refer to the Non -Compliance Resampling Report — September 2019 dated September 27, 2019 which was submitted to DWR. During November 2019, total chromium was not detected above the 2L standard in any of the wells included in the SDIBR permit compliance monitoring event except PPA well MW-24/CPW-4D (discussed above). As approved by DWR, no additional monitoring of SDIBR permit compliance monitoring wells will be completed prior to the next semi-annual SDIBR permit compliance monitoring event which will be completed in accordance with the SDIBR permit in July 2020. Results of analysis of groundwater samples collected from SDIBR permit compliance monitoring wells in the period between July 2017 and November 2019 are summarized in the Summary of Affected Wells attached to this report and well locations are depicted in the attached Facility Map. If you have any questions regarding the information contained in this submittal, please do not hesitate to contact me at (910)-675-7229 Sincerely, Calvin Overcash Regulatory Manager Elementis Chromium Inc ELEMENTIS CHROMIUM 5408 Holly Shelter Road Castle Hayne, NC 28429 Telephone: 910/675-7200 Facsimile: 910/675-7201 CLASS A ANNUAL DISTRIBUTION AND MARKETING/ SURFACE DISPOSAL CERTIFICATION AND SUMMARY FORM WQ PERMIT #: WQ0001492 FACILITY NAME: Elementis Chromium Castle Hayne Manufacturing Facility PHONE: 910-675-7229 COUNTY: New Hanover OPERATOR: Elementis Chromium FACILITY TYPE (please check one): 0 Surface Disposal (complete Part A (Source(s) and "Residual In" Volume only) and Part C) ❑ Distribution and Marketing (complete Parts A, B, and C) Was the facility in operation during the past calendar year? Yes Rl No ❑ — ► If No skip parts A, B, C and certify form below Part A*: Part B*: Month Sources(s) (include NPDES # if applicable) Volume (dry tons) Recipient Information Amendment/ Bulking Agent Residual In Product Out Name(s) Volume (dry tons) Intended use(s) January Elementis Chromium N/A 6944 N/A February NPDES # NC0003875 N/A 8488 N/A March N/A 8977 N/A April N/A 8372 N/A May N/A 7718 N/A June N/A 7545 N/A July N/A 6582 N/A August N/A 7974 N/A September N/A 6651 N/A October N/A 6452 N/A November N/A 5224 N/A December N/A 6208 N/A Total from FORM DMSDF (sup) Totals: Annual (dry tons): 0 87135 0 0 Amendment(s) used: Bulking Agent(s) used: * If more space is required, attach additional information sheets (FORM DMSDF (supp)): Total Number of Form DMSDF (Supp) Part C: Facility was compliant during the past calendar year with all conditions of the land application permit ❑ Yes (including but not limited to items 1-3 below) issued by the Division of Water Resources: 0 No ► If No, Explain in Narritive 1. All monitoring was done in accordance with the permit and reported for the year as required and three (3) copies of certified laboratory results are attached. 2. All operation and maintenance requirements were compiled with or, in the case of a deviation, prior authorization was received from the Division of Water Resources. 3. No contravention of Ground Water Quality Standards occurred at a monitoring well. "I certify, under penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowin olation ' 2 'gnature of Permitte Date Signature of Preparer** Date ' (if different from Permittee) **Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26) DENR FORM DMSDF (12/2006) ANNUAL RESIDUAL SAMPLING SUMMARY FORM Please note that your permit may contain additional parameters to be analyzed. The parameters can be reported in FORM RSSF - B WQ Permit Number: WQ0001492 Facility Name: Elementis Castle Hayne Manufacturing Facility Residual Source WQ # or NPDES #: NC0003875 WWTP Name: Elementis Chromium Residual Analysis Data Laboratory: 1) 2) 3) 4) 5) Environmental Chemists Parameter (mg/kg) Ceiling Conc. Limit Sample or Composite Date 1/2/19 2/6/19 3/6/19 4/3/19 5/1/19 6/5/19 7/2/19 8/7/19 9/4/19 10/2/19 11/5/19 12/11/19 Percent Solids (%) NA 31 30.1 25.6 44.7 26.4 21.3 30.2 31.2 25.8 20.1 29.1 17.7 Arsenic 75 5.47 4.57 7.96 <1.88 <3.74 <1.70 <3.12 <3.43 <3.57 <2.91 <3.37 <3.87 Cadmium 85 Copper 4,300 Chromium NA 10300 11200 16100 10200 9980 8750 9440 8660 11900 4870 12600 9580 Lead 840 Mercury 57 Molybdenum 75 Nickel 420 219 95.9 227 78.9 102 153 174 69 196 105 180 147 Selenium 100 Zinc 7,500 Total Phosphorus NA TKN NA Ammonia -Nitrogen NA Nitrate and Nitrite NA For surface disposal facilities the ceiling concentration limits listed in this form are not applicable. Reference the individual permit for metals limits. "I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified onnel pr rly gathered and evaluated the information submitted. I am aware that there are significant penalti r ,mit ' g f se in tion, including the possibility of fines and impriisso ment for knowing violations." Signature of Preparer * ate *Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26) DENR FORM RSSF (12/2006) ANNUAL RESIDUAL SAMPLING SUMMARY FORM - B Report all sampling analysis results for parameters not listed in FORM RSSF that are part of the WQ permit or were analyzed for over the past calendar year. Use additional forms as needed. WQ Permit Number: WQ0001492 Laboratory: 1) Facility Name: Elementis Castle Hayne Manufacturing Facility 2) Residual Source NC0003875 3) NPDES # or WQ#: 4) WWTP Name: Elementis Chromium 5) Residual Analvsis Data Environmental Chemists Parameter (mg/kg) p ------------ ------------ ------------ ------ ----- ------ ----- ------------ ------------ ------------ "I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are signific nalties r submi alse information, including the possibility of fines and imprisonment for knowing violations." 01 LQ S4aatG'e-JKPreparer * Dal/ *Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26) DENR FORM RSSF - B (12/2006) Monthly Total Metal Analytical Results Environmental Chemists, Inc. envirochem 6602 Windmill Way, Wilmington, NC 28405 . 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 . 910.347.5843 Lab/Fax ANALYTICAL & CONSULTING CHEMISTS info@environmentalchemists.com Elementis Chromium Date of Report: Jan 24, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-00007 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00021 Site: 001 Effluent 1/2/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 01/02/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00022 Site: 002 Effluent 1/2/2019 10:06 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA350.1 < 0.2 mg/L 01/06/2019 BOD SM 5210 B <2 mg/L 01/02/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00023 Site: 001 Effluent SB1 1/2/2019 10:07 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform SM 9222D MF <2 Colonies/100mL 01/02/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00033 Site: 003 Composite Eff 1/2/2019 10:00 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 01/02/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00037 Site: 003 Composite Eff 1/1/2019 10.-00 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 01/02/2019 Report #:: 2019-00007 Page 1 of 4 F7----7ql Environmental Chemists, Inc. envirochem 6602 Windmill Way, Wilmington, NC 28405 . 910,392,0223 Lab . 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax 255-A Wilmington highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL 1£ CONSULTING CHEMISTS info@environmentalchemists.com Elementis Chromium Date of Report: Jan 24, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-00007 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00038 Site: Slurry to Quarry 12/27/2018 Water Dean Riggs Test Method Results Date Analyzed Iron EPA200.7 0.021 mg/L 01/05/2019 Total Dissolved Solids (TDS) SM 2540 C 809 mg/L 01/03/2019 Chloride SM 4500 CI E 132 mg/L 01 /21 /2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00040 Site: Slurry to Quarry 12/28/2018 Water Dean Riggs Test Method Results Date Analyzed Iron EPA200.7 0.026mg/L 01/05/2019 Total Dissolved Solids (TDS) SM 2540 C 584 mg/L 01/03/2019 Chloride SM 4500 CI E 66 mg/L 01 /21 /2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00041 Site: Slurry to Quarry 12/29/2018 Water Dean Riggs Test Method Results Date Analyzed Iron EPA200.7 0.016mg/L 01/05/2019 Total Dissolved Solids (TDS) SM 2540 C 602 mg/L 01/03/2019 Chloride SM4500CIE 111 mg/L 01/21/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-00042 Site: Slurry to Quarry 12/30/2018 Water Dean Riggs Test Method Results Date Analyzed Iron EPA200.7 0.093mg/L 01/05/2019 Total Dissolved Solids (TDS) SM 2540 C 1910 mg/L 01/03/2019 Chloride SM4500CIE 74mg/L 01/21/2019 Report #:: 2019-00007 Page 2 of 4 Environmental Chemists, Inc. envirochem 6602 Windmill Way, Wilmington, NC 28405 + 910.392.0223 Lab . 910.392.4424 Fax (M 710 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL & CONSULTING CHEMISTS infoC�environmentalchemists.com Elementis Chromium Date of Report: Jan 24, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-00007 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Cake Collect Date/Time Matrix Sampled by 19-00079 Site: Slurry to Quarry/ Residuals 1/2/2019 9:00 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA200.7 5.47mg/kg 01/12/2019 Chromium EPA200.7 10300mg/kg 01/12/2019 Nickel EPA200.7 219mg/kg 01/12/2019 Lab ID Sample ID: Liquid Collect Date/Time Matrix Sampled by 19-00079A Site: Slurry to Quarry/ Residuals 1/2/2019 9:00 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA200.7 <0.01 mg/L 01/11/2019 Chromium EPA200.7 <0.01 mg/L 01/11/2019 Nickel EPA200.7 <0.01 mg/L 01/11/2019 Lab ID Sample ID: Entire sample Collect Date/Time Matrix Sampled by 19-00079AA Site: Slurry to Quarry/ Residuals 1/2/2019 9:00 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Total Solids (%) SM 2540 G 65.8 % 01 /07/2019 pH SW 846 Method 9045D 7.16 units 01/11/2019 Lab ID Sample ID: Entire sampleA Collect Date/Time Matrix Sampled by 19-00079AA Site: Slurry to Quarry/ Residuals 1/2/2019 9:00 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Total Solids(Calc) Calcination 31.0 % 01/10/2019 Comment: Cake results reported on a dry weight basis. Reviewed by: Report #:: 2019-00007 Page 4 of 4 ENVIRONMENTAL CHEMISTS, INC Analytical &Consulting Chemists NCDENR: DWQ CERTERCCATION # 94 NCDHHS: DLS CERTIFICATION # 37729 COLLECTION AND CHAIN OF CUSTODY 6602 Windmill Way Wilmington, NC 28405 OFFICE: 910-392-0223 FAX 910-392-4424 CLIENT: Elementis Chromium PROJECT NAME: REPORT NO: � c1 - 0000 I ADDRESS: 5408 Holly Shelter Road CONTACT NAME: Joel Bing PO NO: Will Send later Castle Ha ne, NC 28429 REPORT TO: Joel Bing PHONE/FAX: PH: 675-7216 Fax: 6757313 COPY TO: E-MAIL: joel.bing@elementis.com Sampled By: SAMPLE TYPE: I = Influent, E = Effluent. W = Well. ST = Stream. SO = Soil. SL = Sludge- Other: Sample Identification Collection E y o`T c 8 O a " ex mQ J Z PRESERVATION ANALYSIS REQUESTED Date Time Tem i Z U o N 0 0 0 S o 500 ml Slurry to Quarry Cl-, TDS 12/27/18 G P 500 ml Slurry to Quarry Cl-, TDS 12/28/18 G P 500 ml Slurry to Quarry Cl-, TDS 12/29/18 G P 500 ml Slurry to Quarry Cl-, TDS 12/30/18 G P 500 ml Slurry to Quarry � � Cl-, TDS 12/31/18 G P 250 ml Slurry to Quarry x t' Fe 12/27/18 G P 250 ml Slurry to Quarry X Fe 12/28/18 G P 250 ml Slurry to Quarry ti X i Fe 12/29/18 G P 250 ml Slurry to Quarry X Fe 12/30/18 G P 250 ml Slurry to Quarry X Fe NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Re1i uishe Date/Time Received By: Date/Time 1. t 1 1 2. Temperature w v eceive Accepted: Re' Resam le Requested: Delivered By: C� Received B Date: Time: t 2--7"��) Comments: TURNAROUND: ENVIRONMENTALCHEMISTS, I N C 6602 Windmill Way Wilmington, NC 28405 NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 OFFICE: 910-392-0223 FAX 910-392-4424 Analytical & Consulting Chemists CLIENT: ELEMENTIS CHROMIUM ADDRESS: COLLECTION AND CHAIN OF CUSTODY PROJECT NAME: NPDES NC 0003875 WEEKLY REPORT NO: i--11 -00C) CONTACT NAME: PO NO: REPORT TO: WALT GREER PHONE/FAX: COPY TO: E-MAIL: Sampled By: N T I tt SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludqe, Other: Sample Identification Collection Qy E F w � Cn M o `o o d _ E( `o o a a __ `o rn r E a 2 W m z PRESERVATION ANALYSIS REQUESTED Date Time Temp z o z s o o Z o a Z o = w o 001 Comp Effluent 1 QT. Ci 0� X BOD, 5 Day (1/VVK) C P 002 Effluent 1 QT. a O i33 L X BOD, 5 Day (1/WK) G P 002 Effluent 1 QT. 10, ' I I 12ml Ammonia Nitrogen, (2/Mnth) G P 001 Effluent S61 r t'` l d ^'r ' `(Yt - ( X Fecal Coliform # 1 (1/wk) G P 003 Comp Effluent 1QT. 5 X BOD, 5 Day ( 1IWK) C P Slurry/Quarry Residual X Total Arsenic,Total Ni,Total Cr. G P % Solids,PH per 3050 D for Metals G P 003 Comp Effluent 1QT. C- X BOD, 5 Da ( 1/WK) C P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. , Temperature when ceived t ' Accepted:V Delivered By: (� Received By: Comments: ample Requested: )ate: � 2 ' �f-I Time: GL23`� 9 envirochem 4- ANALYTICAL & CONSULTING CHEMISTS Elementis Chromium 5408 Holly Shelter Road Castle Hayne NC Attention: Sean Coury Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info@environmentalchemists.com Date of Report: Mar 04, 2019 Customer PO #: 28429 Customer ID: 08110009 Report #: 2019-02025 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: 19-05115 Site: 001 Composite Eff Test BOD Lab ID Sample ID: 19-05119 Site: 002 Effluent Test Ammonia Nitrogen BOD Lab ID Sample ID: 19-05120 Site: 001 Eff Grab Test Collect Date/Time Matrix Sampled by 2/6/2019 7:30 AM Water Dean Riggs Method Results Date Analyzed SM 5210 B <2 mg/L 02/06/2019 Collect Date/Time Matrix Sampled by 2/6/2019 9:36 AM Water Dean Riggs Method Results Date Analyzed EPA 350.1 SM 5210 B < 0.2 mg/L 02/09/2019 <2 mg/L 02/06/2019 Collect Date/Time Matrix Sampled by 2/6/2019 10:00 AM Water Dean Riggs Method Results Date Analyzed Fecal Coliform 18 hr. Quantilray <1 MPN/100ml 02/06/2019 Lab ID Sample ID: Liquid Collect Date/Time Matrix Sampled by 19-05121 Site: Slurry to Quarry/ Residuals 2/6/2019 9:30 AM Water Dean Riggs Test Method Results Date Analyzed _ Arsenic EPA 200.7 <0.01 mg/L 02/26/2019 Chromium EPA 200.7 0.649 mg/L 02/26/2019 Nickel EPA 200 7 <0.01 mg/L 02/26/2019 Lab ID Sample ID: Cake Collect Date/Time Matrix Sampled by 19-05121A Site: Slurry to Quarry/ Residuals 2/6/2019 9:30 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 4.57 mg/kg 02/26/2019 Chromium EPA 200.7 11200 mg/kg 02/26/2019 Nickel EPA 200.7 95.9mg/kg 02/26/2019 Total Solids (%) SM 2540 G 71.3 % 02/2512019 Report u 2019-02025 Page 1 of 2 [envirochem ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 * 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info@environmentalchemists.com Elementis Chromium Date of Report: Mar 04, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-02025 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Entire Sample Collect Date/Time Matrix Sampled by 19-05121 AA Site: Slurry to Quarry/ Residuals 2/6/2019 9:30 AM Solid/Sludge Dean Riggs Test Total Solids(Calc) pH Method Calculation SW 846 Method 9045D Comment: Cake results reported on a dry weight basis. Reviewed by: k)aAA%r(}, Results 30A % 6.97 units Date Analyzed 02/21 /2019 02/26/2019 Report # 2019-02025� A� Page 2 of 2 ENVIRONMENTAL CHEMISTS, INC Analytical & Consulting Chemists NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 COLLECTION AND CHAIN OF CUSTODY 6602 Windmill Way Wilmington, NC 28405 OFFICE: 910-392-0223 FAX 910-392-4424 CLIENT: ELEMENTIS CHROMIUM PROJECT NAME: NPDES NC 0003875 WEEKLY —REPORT NO: o Z-o a5 ADDRESS: CONTACT NAME: PO NO: REPORT TO: WALT GREER PHONE/FAX: COPY TO: E-MAIL: Samnled Rv- �Imzil Tn^41S CAMDI G TVDc. I _ Sample Identification Collection m E � a E `o 6 U c o a L) ` c J o f c " I] W mQ g �' z PRESERVATION ANALYSIS REQUESTED Date Time Temp i Z U = o rn "_ o _ o _ o W x o 001 Comp Effluent 1 QT. 002 Effluent 1 QT. �A5 C �G (�G. 6 X X I BOD, 5 Day ( 1/WK) BOD, 5 Day ( 1/WK) C P G P 002 Effluent 1 QT. 1 r oG 2ml L Ammonia Nitrogen, (2/Mnth) G P 001 Effluent SB1 003 Camp Effluent 1QT. i� g ��I 0 �', C j�\2� i r �� X X Fecal Coliform # 1 (1/wk) BOD, 5 Da ( 1/WK) G p C P Slurry/Quarry Residual X Total Arsenic,Total Ni,Total Cr. G P��2 % Solids,PH per 3050 D for Metals G P G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. I CI1l Pt!FatUre WIWI ecely Z I ,� Acceptea:- Delivered By: try Received By: Comments: - Kesample Requested: =Date: 2 I cl Time: TURNAR UND: Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 91.0.392.4424 Fax sai: 710 Bowsertown Road, Manteo, NC 27954 252.473.5702 Lab/Fax 255-A Wilmington 1-fighway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL & CONSULTING CHEMISTS info(g',environmentalchemists.com Elementis Chromium 5408 Holly Shelter Road Castle Hayne NC 28429 Attention: Sean Coury Revised Report: Mar 19, 2019 Original Report Date: Mar 19, 2019 Report #: 2019-03622 Customer ID: 08110009 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-09151 Site: 001 Effluent 3/6/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 03/06/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-09152 Site: 002 Effluent 3/6/2019 10:16 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA 350.1 1.1 mg/L 03/13/2019 BOD SM 5210 B 4 mg/L 03/06/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-09153 Site: 001 Effluent S81 3/6/2019 11:15 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform Idexx cowert-1 8 <1 MPN/100ml 03/06/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-09154 Site: 003 Composite Eff 3/6/2019 7:33 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 03/06/2019 Lab ID Sample ID: Slurry to Quarry Collect Date/Time Matrix Sampled by 19-09155 Site: Liquid 3/6/2019 11:45 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <0.01 mg/L 03/08/2019 Chromium EPA 200.7 <0.01 mg/L 03/08/2019 Nickel EPA 200.7 <0.01 mg/L 03/08/2019 Report #:: 2019-03622 Panes 1 of envirochem SM` ANALYTICAL & CONSULTING CHEMISTS Elementis Chromium 5408 Holly Shelter Road Castle Hayne NC Attention: Sean Coury Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info(k�environmentalchemists.corn Revised Report: Mar 19, 2019 Original Report Date: Mar 19, 2019 28429 Report #: 2019-03622 Customer ID: 08110009 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Slurry to Quarry 19-09155A Site: Cake Test Method Arsenic EPA 200.7 Chromium EPA 200.7 Nickel EPA 200.7 Total Solids (%) SM 2540 G Lab ID Sample ID: Slurry to Quarry 19-09155AA Site: Entire Sample Test Method Collect Date/Time Matrix Sampled by 3/6/2019 11:45 AM Solid/Sludge Dean Riggs Results Date Analyzed 7.96 mg/kg 03/08/2019 16100 mg/kg 03/08/2019 227 mg/kg 03/08/2019 60.8 % 03/11/2019 Collect Date/Time Matrix Sampled by 3/6/2019 11 A5 AM Solid/Sludge Dean Riggs Results Date Analyzed Total Solids(Calc) Calculation 25.6 % 03/08/2019 pH SW 646 Method 9045D 8.32 units 03/14/2019 Comment: Cake results reported on Mry weight basis. Reviewed by: L� Report #:: 2019-03622 ENVIRONMENTAL CHEMISTS, INC Analytical & Consulting Chemists NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 COLLECTION AND CHAIN OF CUSTODY 6602 Windmill Way Wilmington, NC 28405 OFFICE: 910-392-0223 FAX 910-392-4424 CLIENT: ELEMENTIS CHROMIUM PROJECT NAME: NPDES NC 0003875 WEEKLY —REPORT NO: ADDRESS: CONTACT NAME: PO NO: REPORT TO: WALT GREER PHONE/FAX: COPY TO: E-MAIL: Sampled Bv: I L11w I\ 1l CARR01 C TVr]C. 1 — 1.--­ Sample Identification Collection N E- R fn .N a `o ° E c� O 0 d w o _ O a „ o E U w DO a 2 J Z) z PRESERVATION ANALYSIS REQUESTED Date Time Temp W z ° z ' = �* ° N o z = o Q z ° = w H ° 001 Comp Effluent 1 QT. 002 Effluent 1 QT. 002 Effluent 1 QT 001 Effluent SB1 003 Comp Effluent 1QT. Slurry/Quarry Residual `'I? 30 1' 3° 7 "�' `— (SL �� X X X X 2ml X BOD, 5 Day ( 1/WK) BOD, 5 Day ( 1/WK) Ammonia Nitrogen, (2/Mnth) Fecal Coliform # 1 (1/wk) BOD, 5 Day ( 1/WK) Total Arsenic,Total Njotal Cr. C P G P G P 1 G P C P G P % Solids,PH per 3050 D for Metals G P G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: DatelTime Received By: Date/Time 1. 2. Tn m Delivered By: Received Comments: I.ICU. mesample Kequestea: Dater Time: TURNA OUND: Elementis Chromium Revised Report: Mar 19, 2019 5408 Holly Shelter Road Original Report Date: Mar 19, 2019 Castle Hayne NC 28429 Report #: 2019-03622 Attention: Sean Coury Customer ID: 08110009 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-09151 Site: 001 Effluent 3/6/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 03/06/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-09152 Site: 002 Effluent 3/6/2019 10:16 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA3501 1.1 mg/L 03/13/2019 BOD SM 5210 B 4 mg/L 03/06/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-09153 Site: 001 Effluent S131 3/6/2019 11:15 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform Idexx Colilert-1 8 <1 MPN/100ml 03/06/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-09154 Site: 003 Composite Eff 3/6/2019 7:33 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 03/06/2019 Lab ID Sample ID: Slurry to Quarry Collect Date/Time Matrix Sampled by 19-09155 Site: Liquid 3/6/2019 11:45 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200 7 <0.01 mg/L 03/08/2019 Chromium EPA 200 7 <0.01 mg/L 03/08/2019 Nickel EPA200.7 <0.01 mg/L 03/08/2019 Report # ' 2019-03622 Panes 1 of � rsM, ANALYTICAL & CONSULTING CHEMISTS Elementis Chromium 5408 Holly Shelter Road Castle Hayne NC Attention: Sean Coury Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 ® 910.392.0223 Lab . 910,392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 4 252.473.5702 Lab/Fax 255-A Wilmington Highway Jacksonville, NC 28540 ® 910.347.5843 Lab/Fax ill fo(&",environmentalc hemists.eom Revised Report: Mar 19, 2019 Original Report Date: Mar 19, 2019 28429 Report #: 2019-03622 Customer ID: 08110009 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Slurry to Quarry 19-09155A Site: Cake Test Method Arsenic EPA 200.7 Chromium EPA 2001 Nickel EPA 200.7 Total Solids (%) SM 2540 G Lab ID Sample ID: Slurry to Quarry 19-09155AA Site: Entire Sample Test Method Collect Date/Time Matrix Sampled by 3/6/2019 11:45 AM Solid/Sludge Dean Riggs Results Date Analyzed 7.96 mg/kg 03/08/2019 16100 mg/kg 03/08/2019 227 mg/kg 03/08/2019 60.8 % 03/11/2019 Collect Date/Time Matrix Sampled by 3/6/2019 11:45 AM Solid/Sludge Dean Riggs Results Date Anal Total Solids(Calc) Calculation 25.6 % 03/08/2019 pH SW 846 Method 9045D 8.32 units 03/1412019 Comment: Cake results reported on ry weight basis. S e Reviewed by: --- Report #:: 2019-03622 y3y s ENVIRONMENTAL CHEMISTS, INC Analytical & Consulting Chemists NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 COLLECTION AND CHAIN OF CUSTODY 6602 Windmill Way Wilmington, NC 28405 OFFICE: 910-392-0223 FAX 910-392-4424 CLIENT: ELEMENTIS CHROMIUM PROJECT NAME: NPDES NC OD03875 WEEKLY _REPORT NO: ADDRESS: CONTACT NAME: PO NO: REPORT TO: WALT GREER PHONE/FAX: COPY TO: E-MAIL: Sambled Bd v: I (7. I ✓� CAI.111 Sample Identification Collection E; It u' _...... .y o o 2 0 __ .. d � _° a _.. ° E " „ � a J z — "IJIUVI It, ry — vvuu, o i = dream, PRESERVATION su = Soil, sL = Sludge, Other: ANALYSIS REQUESTED Date Time Temp z Z _j 0 (1)z 0 a o w o 001 Camp Effluent 1 QT. 002 Effluent 1 QT. 002 Effluent 1 QT 001 Effluent SB1 003 Comp Effluent 1QT. Slurry/Quarry Residual `� { C. °� l� ti sue) I ��� X X X X 2mIL X BOD, 5 Day ( 1/WK) BOD, 5 Day (1/WK) Ammonia Nitrogen, (2/Mnth) Fecal Coliform # 1 (1/wk) BOD, 5 Day ( 1/WK) Total Arsenlc,Total Ni,Total Cr. C P G P G P v \t G P C P G P % Solids,PH per 3050 D for Metals G P G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 2. Tnml�rr�41.o•n - ---1_-. _._�__ ._.. _.t. .�... ,....... � try /,a. a.cNacu. �✓ Delivered By: Received Comments: JecLeu: Kesampie Kequested: Date: = ('1 Time: )? At-, -, TURNA OUND: • i s i'sM) ANALYTICAL & CONSULTING CHEMISTS Elementis Chromium 5408 Holly Shelter Road Castle Hayne NC 28429 Attention: Dean Riggs Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 * 910.392,0223 Lab * 910.392,4424 Fax 710 Bowsertown Road, Manteo, NC 27954 * 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 * 910.347.5843 Lab/Fax info(aenvironmentalchemists.cons Date of Report: May 15, 2019 Customer PO #: Customer ID: 08110009 Report #: 2019-06900 Project ID: NPDES NC 0003875 Weeklv Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-17378 Site: 001 Composite Eff 5/1/2019 10:00 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 05/01 /2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-17379 Site: 002 Effluent - Grab 5/1/2019 9:02 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA 350.1 < 0.2 mg/L 05/09/2019 BOD SM 5210 B <2 mg/L 05/01/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-17380 Site: 001 Effluent SB1 5/1/2019 Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform Ide)oc Colilen-18 6 MPN/100ml 05/01 /2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-17385 Site: Slurry to Quarry/ Residuals 5/1/2019 9:35 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <3.74 mg/kg 05/13/2019 Chromium EPA 200.7 9980 mg/kg 05/13/2019 Nickel EPA 200.7 102 mg/kg 05/13/2019 Total Solids (%) SM 2540 G 66.3 % 05/03/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-17385A Site: Slurry to Quarry/ Residuals 5/1/2019 9:35 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <0.01 mg/L 05/08/2019 Chromium EPA 200.7 <0.01 mg/L 05/07/2019 Nickel EPA 200.7 <0.01 mg/L 05/07/2019 Report #:: 2019-06900 Page 1 of 2 ANALYTICAL & CONSULTING CHEMISTS Elementis Chromium 5408 Holly Shelter Road Castle Hayne NC 28429 Attention: Dean Riggs Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 e 910.392.0223 Lab ® 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 ® 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 o 910.347.5843 Lab/Fax infoCenvironmentalchemists.com Date of Report: May 15, 2019 Customer PO #: Customer ID: 08110009 Report #: 2019-06900 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time 19-17385AA Site: Slurry to Quarry/ Residuals 5/1/2019 9:35 AM Test Method Matrix Sampled by Solid/Sludge Dean Riggs Results Date Analyzed Total Solids(Calc) Calculation 26.4 % 05/02/2019 pH SW 846 Method 9046D 8.35 units 05/03/2019 Comment: Cake results reported on a dry weight basis. Reviewed by: Report #.. 2019-06900 Page 2 of 2 ENVIRONMENTAL CHEMISTS, INC 6602 Windmill Way Wilmington, NC 28405 Analytical & Consulting Chemists NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 OFFICE: 910-392-0223 FAX 910-392-4424 CLIENT: ELEMENTIS CHROMIUM ADDRESS: COLLECTION AND CHAIN OF CUSTODY PROJECT NAME: NPDES NC 0003875 WEEKLY —REPORT NO: 9 -d le9 f -0 CONTACT NAME: PO NO: REPORT TO: WALT GREER PHONE/FAX: COPY TO: E-MAIL: Sampled Sy: SAMPLE TYPE: I = Influent, Collection y ° Sample Identification m F o c° rn o c° s Date Time Temp 0 U" " E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other: PRESERVATION d z o $ so o w ANALYSIS REQUESTED o u z x = z z z z z o 001 Comp Effluent 1 QT. 002 Effluent 1 QT.t1 002 Effluent 1 QT. 001 Effluent S131 003 Comp Effluent 1 QT. Slurry/Quarry Residual � 5`) bC QC DC' C �'�'��� '\�1 r 1 � X X X X 2ml L X BOD, 5 Day ( 1/WK) BOD, 5 Day (1/WK) Ammonia Nitrogen, (2/Mnth) Fecal Coliform # 1 (1/wk) BOD, 5 Day (1lWK) Total Arsenic,Total Ni,Total Cr. mb C P G P i G P G P C P G p� % Solids,PH per 3050 D for Metals I G P7T G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN„Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. Tpmnprnfssrp whoK Rarraivart- "? .Fl A..,.-- J. —­tJLUU. > r- ec> a: Kesample R q ested: Delivered By: ", Received By: �7�-= �'•- Date: ,.� 0 Time: �.: �� Comments: _ __ TURNAROUND: ro"'- -11 qqql r , r c ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowser -town Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Flighway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax infoC"nvironmentalchemists.com Elementis Chromium Date of Report: Jun 18, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-08866 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-22643 Site: 001 Composite Eff 6/5/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 06/05/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-22644 Site: 002 Effluent 6/5/2019 9:45 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA 350.1 < 0.2 mg/L 06/07/2019 BOD SM 5210 B <2 mg/L 06/05/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-22645 Site: 001 Effluent SB1 6/5/2019 10:15 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform Idexx Cohlert-18 7 MPN/100ml 06/05/2019 Lab ID Sample ID: cake Collect Date/Time Matrix Sampled by 19-22646 Site: Slurry to Quarry/ Residuals 6/5/2019 9:30 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <1.70 mg/kg 06/12/2019 Chromium EPA 200.7 8750 mg/kg 06/12/2019 Nickel EPA 2007 153 mg/kg 06/12/2019 Total Solids SM 2540 G 60.6 % 06/11/2019 Lab ID Sample ID: liquid Collect Date/Time Matrix Sampled by 19-22646A Site: Slurry to Quarry/ Residuals 6/5/2019 9:30 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <0.01 mg/L 06/14/2019 Chromium EPA 2007 <0.01 mg/L 06/14/2019 Nickel EPA 200.7 <0.01 mg/L 06/14/2019 Report #:: 2019-08866 Page 1 of 2 ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 o 910.392.0223 Lab 9 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 a 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 e 910.347.5843 Lab/Fax into@enviroiimentalehemists.com Eiementis Chromium Date of Report: Jun 18, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-08866 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: entire sample Collect Date/Time Matrix Sampled by 19-22646AA Test Site: Slurry to Quarry/ Residuals 6/5/2019 9:30 AM Method Water Results Dean Riggs Date Analyzed Total Solids(Calc) Calculation 21.3 % 06/11/2019 Lab ID Sample ID: entire sampleA Collect Date/Time Matrix Sampled by 19-22646AA Site: Slurry to Quarry/ Residuals 6/5/2019 9:30 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed pH SW 846 Method 9045D 7.61 units 06/17/2019 Comment: Cake results reported on a dry weight basis. Reviewed by: Report #.. 2019-08866 Page 2 of 2 ENVIRONMENTAL CHEMISTS, INC 6602 Windmill Way Wilmington, NC 28405 OFFICE: 910-392-0223 FAX 910-392-4424 Analytical & Consulting Chemists NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 COLLECTION AND CHAIN OF CUSTODY CLIENT: ELEMENTIS CHROMIUM PROJECT NAME: NPDES NC 0003875 WEEKLY —REPORT NO ADDRESS: CONTACT NAME: PO NO: REPORT TO: WALT GREER PHONE/FAX: COPY TO: E-MAIL: Samoled Bv: ' SAMPI P TYPP- I = Infleoant P = Gffl­n+ tnt = Wn 11 cr - e+.,,...., cn _ o of ei _ oi.... __ Sample Identificationo Collection w 0 o �o 0 o U m¢ Z) z PRESERVATION ANALYSIS REQUESTED Date Time Temp o z = o N 0 z x o a z g s w = o 001 Comp Effluent 1 QT. ' �� X BOD, 5 Day ( 1/WK) C I P 002 Effluent 1 QT. 6 �C fi X BOD, 5 Day (1/WK) G P 002 Effluent 1 QT' 12ml /- Ammonia Nitrogen, (2/Mnth) G P 001 Effluent SB1 0" X Fecal Coliform # 1 (1/wk) G P 003 Comp Effluent 1QT. X BOD, 5 Day (1/WK) C P Slurry/Quarry Residual ,,i,UG X Total Arsenic,Total NI,Total Cr. G P % Solids,PH per 3050 D for Metals G P G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. ,-...............a....., --. - - _ . IN U. rcesample Kequestea: Delivered By: , , n, i Received By: � "� ?� - e�_.-� -c Date: rS 'r�L Time - Comments: ___ TURNAROUND: Lenvirochem ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 + 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 • 252.47-1.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info(ajenvironmentalchemists.com Elementis Chromium Date of Report: Jul 15, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-10620 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-27220 Site: 001 Composite Eff 7/2/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 m /L 07/02/2019 Sample estimated. Did not meet quality control requirements; Blank result 0.215mg/L, above acceptable limes of 0.2mg/L. Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-27221 Site: 002 Effluent 7/2/2019 9:00 AM Water Dean Riggs Test Method Results Date Analvzed Ammonia Nitrogen EPA 350.1 < 0.2 mg/L 07/05/2019 BOD SM 5210 B <2 mg/L 07/02/2019 Sample estimated. Did not meet quality control requirements; Blank result 0.215mg/L, above acceptable limas of 0.2mg/L. Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-27222 Site: 001 Effluent SB1 7/2/2019 8:55 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform ldexxColilen-18 <1 MPN/100ml 07/02/2019 Lab ID Sample ID: Liquid Collect Date/Time Matrix Sampled by 19-27223 Site: Slurry to Quarry 7/2/2019 8:10 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <0.01 mg/L 07/08/2019 Chromium EPA200.7 <0.01 mg/L 07/08/2019 Nickel EPA200.7 <0.01 mg/L 07/08/2019 Report #: 2019-10620 Page 1 of 2 Environmental Chemists, Inc. envirochem 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax s , 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL & CONSULTING CHEMISTS info@environmentalchemists.com Elementis Chromium Date of Report: Jul 15, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-10620 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Cake Collect Date/Time Matrix Sampled by 19-27223A Site: Slurry to Quarry 7/2/2019 8:10 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <3.12 Matrix interference. mg/kg 07/10/2019 Chromium EPA 200.7 9440 mg/kg 07/09/2019 Nickel EPA 200.7 174 mg/kg 07/09/2019 Total Solids (%) SM 2540 G 67.9 % 07/03/2019 Lab ID Sample ID: Entire Sample Collect Date/Time Matrix Sampled by 19-27223AA Site: Slurry to Quarry 7/2/2019 8:10 AM Water Dean Riggs Test Method Results Date Analyzed Total Solids(Calc) Calculation 30.2 % 07/05/2019 pH SM 4500 H B 9.08 units 07/10/2019 Comment: Reviewed by: Report #:: 2019-10620 Paae 2 of 2 Analytical & Consulting Chemists CLIENT: ELEMENTIS CHROMIUM ADDRESS: Sampled by: Sample Identification 001 Comp Effluent 1 QT. 002 Effluent 1 QT, 002 Effluent 1 QT 001 Effluent SB1 003 Comp Effluent 1QT, Slurry/Quarry Residual ENVIRONMENTAL CHEMISTS, INC NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 COLLECTION AND CHAIN OF CUSTODY 6602 Windmill Way Wilmington, NC 28405 OFFICE: 910-392-0223 FAX 910-392-4424 PROJECT NAME: NPDES NC 0003875 WEEKLY _ REPORT NO: CONTACT NAME: PO NO: REPORT TO: WALT GREER PHONE/FAX: COPY TO: E-MAIL: LW SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other: Q N J o w PRESERVATION ° - M F- E° cD c° s E a n z o 0 0 o W ANALYSIS REQUESTED a " z Z = _ = z o Collection Date Time Temp 7 P j'�b 9;o c X BOD, 5 Day (1NVK) C P � Q X -IT BOD, 5 Day ( 1NVK) G P .�Mal, 3( I' 34.50c, �! J 2ml X Ammonia Nitrogen, (2/Mnth) DZSS G—F P Fecal Coliform # 1 (1/wk) BOD, 5 Day ( 1/WK) X C P per. I Total Arsenic,Total N jotal Cr. G P % Solids, PH per 3050 D for Metals G P G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. Temperature nwheecei;d: Accepted: Rejected: Resample R�ques�ted:Delivered By: Received By. I Date: Time: 1•nr Comments:TUR Environmental Chemists, Inc. envirochem6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax M1 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL & CONSULTING CHEMISTS infoCa)environ men talchemists.com Elementis Chromium Date of Report: Aug 30, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-12924 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-33136 Site: 001 Composite Eff 8/7/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 08/07/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-33137 Site: 002 Effluent 8/7/2019 11:00 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA 350.1 < 0.2 mg/L 08/09/2019 BOD SM 5210 B <2 mg/L 08/07/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-33138 Site: 001 Effluent SB1 8/7/2019 10:30 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform Idexx Colilert-18 <2 MPN/100ml 08/07/2019 Lab ID Sample ID: Slurry To Quarry Collect Date/Time Matrix Sampled by 19-33139 Site: Liquid 8/7/2019 10:15 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 2007 <0.01 mg/L 08/20/2019 Chromium EPA 200.7 <0.01 mg/L 08/20/2019 Nickel EPA 200.7 <0.01 mg/L 08/20/2019 Lab ID Sample ID: Slurry To Quarry Collect Date/Time Matrix Sampled by 19-33139A Site: Cake 8/7/2019 10:15 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <3.43 mg/kg 08/14/2019 Chromium EPA 200.7 8660 mg/kg 08/14/2019 Nickel EPA 200.7 69.0mg/kg 08/14/2019 Total Solids (%) SM 2540 G 73.5 % 08/08/2019 Report # 2019-12924 Page 1 of 2 Environmental Chemists, Inc. envirochem A66A)2 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax C� 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL & CONSULTING CHEMISTS info(a)environmentalchemists.com Elementis Chromium Date of Report: Aug 30, 2019 5408 Holly Shelter Road Customer PO M Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report M 2019-12924 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Slurry To Quarry Collect Date/Time Matrix Sampled by 19-33139AA Site: Entire Sample 8/7/2019 10:15 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Total Solids(Calc) Calculation 31.2 % 08/08/2019 pH SW 846 Method 9045D 8.39 units 08/27/2019 Comment: Cake results reported on a dry weight basis. Reviewed by: fl Oo &0A Reportk. 2019-12924 Page 2 of 2 ENVIRONMENTAL CHEMISTS, INC 602Windmill Way 0Wilmington, 223 910-39244245 Analytical & Consulting Chemists NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 COLLECTION AND CHAIN OF CUSTODY CLIENT: ELEMENTIS CHROMIUM ADDRESS: PROJECT NAME: NPDES NC 0003875 WEEKLY —REPORT NO: I C::, -- ! —)' '`) 71),Hl CONTACT NAME: REPORT TO: WALT GREER COPY TO: PO NO: PHONE/FAX: E-MAIL: Sampled Bv: SAMPLE TYPE: I = Influent. E = Effluent. W = Well. ST = Stream. SC) = Snil RI = Slurina rithar- Sample Identification Collection Qy E T m 'a � o `o E E U cC7 `o O a U .' _ o m L E U O W CO D Z PRESERVATION ANALYSIS REQUESTED Date Time Temp z o z c r o = 0 z x 0 a z o = w x 001 Comp Effluent 1 QT. - !9 3 f'S6G X BOD, 5 Day ( 1/WK) C P 002 Effluent 1 QT. I�ot )� 56 CI J� �r X BOD, 5 Day (1/WK) G P 002 Effluent 1 QT. `rt 1(0 �D� 2ml I Ammonia Nitrogen, (2/Mnth) G P 001 Effluent S61 6 ty c. i ' � X Fecal Coliform # 1 (1/wk) G P 003 Comp Effluent 1 QT X BOD, 5 Day (1/V11K) C P Slurry/Quarry Residual , `)k ` , X Total Arsenic,Total Njotal Cr. G P % Solids,PH per 3050 D for Metals G P G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. Temperature whe eceived. 1. Accepted: v' I ejected: Resample Requested: Delivered By: Received By.,�:� w� �_ _ Date: 1�1 Time: Comments: v TURNAROUND: F"Op"_- 774ql Environmental Chemists, Inc. envirochem 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax o 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 # 910.347.5843 Lab/Fax ANALYTICAL & CONSULTING CHEMISTS info@environmentalchemists.com Elementis Chromium Date of Report: Sep 18, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-14818 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-38070 Site: 001 Composite Eff 9/4/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 8 2 mg/L 09/04/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-38071 Site: 002 Effluent 9/4/2019 9:20 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA 350.1 < 0.2 mg/L 09/12/2019 BOD SM 5210 s <2 mg/L 09/04/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-38072 Site: 001 Effluent SB1 9/4/2019 10:00 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform Idexx Cohlert-18 <1 MPN/100ml 09/04/2019 Lab ID Sample ID: Cake Collect Date/Time Matrix Sampled by 19-38073 Site: Slurry to Quarry 9/4/2019 9:00 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA200.7 <3.57 mg/kg 09/11/2019 Chromium EPA 200.7 11900 mg/kg 09/11/2019 Nickel EPA 200.7 196 mg/kg 09/11/2019 Total Solids (%) SM 2540 a 64.2 09/04/2019 Lab ID Sample ID: Liquid Collect Date/Time Matrix Sampled by 19-38073A Site: Slurry to Quarry 9/4/2019 9:00 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <0.01 mg/L 09/12/2019 Chromium EPA 200.7 <0.01 mg/L 09/12/2019 Nickel EPA 200.7 <0.01 mg/L 09/12/2019 Report #:: 2019-14818 Pape 1 of 2 envirochem (SM� ANALYTICAL & CONSULTING CHEMISTS Elementis Chromium 5408 Holly Shelter Road Castle Hayne NC Attention: Sean Coury Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 - 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info@environmentalchemists.com Date of Report: Sep 18, 2019 Customer PO #: 28429 Customer ID: 08110009 Report #: 2019-14818 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Entire Sample 19-38073AA Site: Slurry to Quarry Test Collect Date/Time Matrix 9/4/2019 9:00 AM Solid/Sludge Method Results Total Solids(Calc) Calculation pH SW 846 Method 9045D Comment: Cake results reported on a dry weight basis. 1 17 Reviewed by: 0 Sampled by Dean Riggs Date Analyzed 25.8 % 09/04/2019 5.91 units 09/12/2019 Report #. 2019-14818 Page 2 of 2 6602 Windmill Way Wilmington, WC 28405 ENVIRONMENTAL CHEMISTS, I N C OFFICE: 910-392-0223 FAX 910-392 4424 x NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 Analytical & Consulting Chemists CLIENT: ELEMENTIS CHROMIUM ADDRESS: COLLECTION AND CHAIN OF CUSTODY PROJECT NAME: NPDES NC 0003875 WEEKLY —REPORT NO: 15 — i q s- I R CONTACT NAME: REPORT TO: WALT GREER COPY TO: PO NO: PHONE/FAX: E-MAIL: Svinnir f Rv Pl [ S SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other: Sample Identification Collection ay � o a E o o a c o ° a " ' c` t E 9 W ¢ Z PRESERVATION ANALYSIS REQUESTED Date Time Temp z Z x N o z 0 a Z 0 o 001 Comp Effluent 1 QT s0 5 G k BOD, 5 Day ( 1/WK) C P 002 Effluent 1 QT.'4 -t X BOD, 5 Day ( 1/WK) G P 002 Effluent 1 QT. 1 2ml C Ammonia Nitrogen, (2/Mnth) G P 001 Effluent SB1 C' X Fecal Coliform # 1 (1/wk) G P 003 Comp Effluent 1QT X BOD, 5 Day ( 1/WK) C P Slurry/Quarry Residual 's © X Total Arsenic,Total Ni,To�al Cr. G P % Solids,PH per 3050 D for Metals G P G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. Temperature wh Delivered By:_ Comments: cepted: v iocWd*—Resample Reused: Received By: Dater I ICI_Time: TURNAROUND: Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 ® 910.392.0223 Lab a 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 m 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 & 910.347.5843 Lab/Fax info@environinen talchemists. com Elementis Chromium Date of Report: Oct 23, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-16659 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Elementis Collect Date/Time Matrix Sampled by 19-42683 Site: 001 Composite Effluent 10/2/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 10/02/2019 Lab ID Sample ID: Elementis Collect Date/Time Matrix Sampled by 19-42684 Site: 002 Effluent 10/2/2019 10:15 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA 350.1 < 0.2 mg/L 10/07/2019 BOD SM 5210 B <2 mg/L 10/02/2019 Lab ID Sample ID: Elementis Collect Date/Time Matrix Sampled by 19-42685 Site: 001 Effluent SB1 10/2/2019 11:30 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform Idexx Colilert-1 8 <1 MPN/100ml 10/02/2019 Lab ID Sample ID: Liquid Collect Date/Time Matrix Sampled by 19-42686 Site: Slurry to Quarry 10/2/2019 9:55 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <0.01 mg/L 10/09/2019 Chromium EPA 200.7 0.074mg/L 10/09/2019 Nickel EPA 200.7 <0.01 mg/L 10/09/2019 Lab ID Sample ID: Cake Collect Date/Time Matrix Sampled by 19-42686A Site: Slurry to Quarry 10/2/2019 9:55 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <2.91 mg/kg 10/10/2019 Chromium EPA 200.7 4870mg/kg 10/10/2019 Nickel EPA 200.7 105 mg/kg 10/10/2019 Total Solids (°to} SM 2540 B 71.5 % 10/08/2019 Report #:. 2019-16659 Page 1 of 2 Environmental Chemists, Inc. envirochem 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax s 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL & CONSULTING CHEMISTS info@environmentalchemists.com Elementis Chromium Date of Report: Oct 23, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-16659 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Entire Sample Collect Date/Time Matrix Sampled by 19-42686AA Site: Slurry to Quarry 10/2/2019 9:55 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Total SOlids(Calc) Calculation 20.1 % 10/04/2019 pH sw 846 Method 9045D 8.31 units 10/22/2019 Comment: Cake results, except pH, reported on a dry weight basis. pH reported on an as received basis. Reviewed by: 't1 IQ �)ak-) Report #.i 2019-16659 Page 2 of 2 ENVIRONMENTAL CHEMISTS INC 6602 Windmill Way Wilmington, NC 28405 OFFICE: 910-392-0223 FAX 910,-392-4424 Analytical & Consulting Chemists NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 CLIENT:_ _ ELEMENTIS CHROMIUM ADDRESS: COLLECTION AND CHAIN OF CUSTODY PROJECT NAME: NPDES NC 0003875 WEEKLY —REPORT NO: t e— 1 (A"). _ z _ CONTACT NAME: REPORT TO: WALT GREER PO NO: PHONEIFAX: COPY TO: E-MAIL: Sampled By: I) 7 RAMPI E TYPE: 1 = Infi, ..� c = C"I twr _ ur_u c r _ Sample Identification Collection E; A a 5 E c� 0 -- _ " _° 0— a - r E " g w m 5 Z — ,nucna, •• PRESERVATION = rran, S 1 = Stream, SO = doll, SL = Sludge, Other: - ANALYSIS REQUESTED Date Time Temp z ° u _ o _ o _ p _ g w o 001 Comp Effluent 1 QT. 002 Effluent 1 QT 002 Effluent 1 QT. 001 Effluent SB1 003 Comp Effluent 1QT. Slurry/Quarry Residual `� C %,7 ��,� G � 2-LA �Z X X X X 2ml X BOD, 5 Day ( 1/WK) BOD, 5 Day ( 1/WK:) Ammonia Nitrogen, (2/h7nth) Fecal Coliform # 1 (1Avk) BOD, 5 Day ( 1/WK) Total Arsenic,Total Ni,Total Cr. C P G P G P G P2i C P G P % Solids, PH per 3050 D for Metals G P G P G P G P NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection_ See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2 Tem erature wh eceiv , d P ccepted. v jected- Resampl4Req es ed: Delivered By: Received By:Date: % Time:Comments: OUND: ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 + 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax 255-A Wilmington Flighway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax infoln.environmentalchemists.com Elementis Chromium Date of Report: Nov 22, 2019 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Report #: 2019-18547 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-47180 Site: 001 Composite Effluent 11/5/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 B <2 mg/L 11/05/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-47181 Site: 002 Effluent 11/5/2019 9:31 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA350.1 < 0.2 mg/L 11/11/2019 BOD SM 5210 B <2 mg/L 11/05/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-47182 Site: 001 Effluent SB1 11/5/2019 10:13 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform IdexxColilert-18 <1 MPN/100ml 11/05/2019 Lab ID Sample ID: Cake Collect Date/Time Matrix Sampled by 19-47183 Site: Slurry to Quarry 11/5/2019 9:00 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA200.7 <3.37 mg/kg 11/18/2019 Chromium EPA 200.7 12600mg/kg 11/18/2019 Nickel EPA 2007 180mg/kg 11/18/2019 Total Solids SM 2540 B 61.8 % 11/12/2019 Lab ID Sample ID: Liquid Collect Date/Time Matrix Sampled by 19-47183A Site: Slurry to Quarry 11/5/2019 9:00 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <0.01 mg/L 11/18/2019 Chromium EPA 200.7 0.167 mg/L 11/18/2019 Nickel EPA 200.7 <0.01 mg/L 11/18/2019 Report #:: 2019-18547 Page 1 of 8 6r;e"nvirochem ANALYTICAL & CONSULTING CHEMISTS Elementis Chromium 5408 Holly Shelter Road Castle Hayne NC Attention: Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 + 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info(dr,enviro nmentalch emists. com Date of Report: Nov 22, 2019 Customer PO #: 28429 Customer ID: 08110009 Report #: 2019-18547 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Entire Sample 19-47183AA Site: Slurry to Quarry Test Total Solids(Calc) pH Method Calculation Collect Date/Time Matrix 11/5/2019 9:00 AM Solid/Sludge SW 846 Method 9045D Results Sampled by Dean Riggs Date Analyzed 29.1 % 11/15/2019 8.46 units 11/13/2019 Report #: 2019-18547 Page 2of8 i5ne ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 f 910.392.0223 Lab • 910.392.4424 Fax 710 8owsertown Road, Manteo, NC 27954 s 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax info( venvironmentalchemists.corn Elementis Chromium Date of Report Jan 03, 2020 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-20787 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-52677 Site: 001 - Effluent 12/11/2019 7:30 AM Water Dean Riggs Test Method Results Date Analyzed BOD SM 5210 a <2 mg/L 12/11/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-52678 Site: 002 - Effluent 12/11/2019 9:20 AM Water Dean Riggs Test Method Results Date Analyzed Ammonia Nitrogen EPA 350.1 < 0.2 mg/L 12/18/2019 BOD SM 5210 a <2 mg/L 12/11/2019 Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-52679 Site: 001 - Effluent, Grab 12/11/2019 10:00 AM Water Dean Riggs Test Method Results Date Analyzed Fecal Coliform Idexx Col ilert-18 <1 MPN1100ml 12/1112019 Lab ID Sample ID: Slurry to Quarry Collect Date/Time Matrix Sampled by 19-52680 Site: Cake 12/11/2019 9:00 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Arsenic EPA 200.7 <3.87 mg/kg 12/20/2019 Chromium EPA 200.7 9580 mg/kg 12/20/2019 Nickel EPA 2007 147 mg/kg 12/20/2019 Total Solids {%} SM 2540 8 64.5 % 12/12/2019 Lab ID Sample ID: Slurry to Quarry Collect Date/Time Matrix Sampled by 19-52680A Site: Liquid 12/11/2019 9:00 AM Water Dean Riggs Test Method Results Date Analyzed Arsenic EPA 2007 <0.01 mg/L 12/20/2019 Chromium EPA 200.7 0.541 mg/L 12/20/2019 Nickel EPA 200.7 <0.01 mg/L 12/20/2019 Report#i: 2019-20787 Page 1 of 2 €lementis Chromium Date of Report: Jan 03, 2020 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Sean Coury Report #: 2019-20787 Project ID: NPDES NC 0003875 Weekly Lab ID Sample ID: Slurry to Quarry Collect Date/Time Matrix Sampled by 19-52680AA Site: Entire Sample Test Total Solids(Calc) a 12/11 /2019 9:00 AM Method Calculation SW 846 Method 9045D Comment: Cake results reported on a dry weight basis. Reviewed by: e I` (` �Q. iIUL Solid/Sludge Dean Riggs Results Date Analyzed 17.7 % 12/16/2019 7.38 units 12/18/2019 Report #- 2019-20787 Page 2 of 2 Analytical & Consulbng Chemists CLIENT: ELEMENTIS CHROMIUM ENVIRONMENTAL CHEMISTS, INC 6602 in Way Wilmington, NC 284 NCDENR: DWO CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 OFFICWiE: 910-392-0223 FAX 910-392-442406 COLLECTION AND CHAIN OF CUSTODY PROJECT NAME: NPDES NC 0003875 WEEKLY —REPORT NO: G CONTACT NAM REPORT TO: WALT GREER COPY TO: PO NO: WHOUNUTIM E-MAIL: _T)_ r Sampled Bv: <1 ( �4� SAMPLE TYPE: I = lnfltjt-nt- F = Ffffiumnt W = MIMI CT =.qt anm -qr) = Qnil Ql = 'ZI-1— r1#1-- Sample Identification Collection .w -aw CL M U) �i 8.0 0. E t' - E� _w C: 0 _j E z PRESERVATION ANALYSIS REQUESTED Date Time Temp 0 0 w 001 Comp Effluent 1 QT x BOD, 5 Day ( 1/WK) C P 002 Effluent I QT. t x BOD, 5 Day ( 1/WK) G P 002 Effluent 1 QT z 2ml Ammonia Nitrogen, (2/Mnth) G P 001 Effluent S131 C X Fecal Coliform 1 (11wk) G P 003 Comp Effluent 1 QT. x BOD, 5 Day IJWK) C P Slurry/Quarry Residual x Total Arsenic,Total Nijotal Cr. G P % Solids,PH per 3050 D for Metals G P G P G P G I P I NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. see reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 2. Temperature whe"eceiveckl)Accepted: Reiected: Resample Requested: Delivered By: Qthn' Received B Date: f) Time: Comments: TURNAROUND: Weekly Total Chromium Analytical Results Analysis Date: ` / / !� I Method 1311 Page 31 of loo Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLPI Date and Sample Name 1 t✓'t.�0 ,, � Y. vci/I`�a I ti � i c 19 L�• 143i; =11C Initial Sample Volume (ml),. e2c) jC» ac7 Initial Sample Weight (grams' y tb 1D;={p Hang -Up in Graduate (grams) % , D .� Corrected Sample Volume (m1) Corrected Sample Weight (grams) CFT, tgjU15 a Liquid Volume Extract "A" (ml) 4,1 0 y/ rj Ly D �� Liquid Weight grams) �� c� cl •--� Solid Volume Solid Weight t ` Solid Density c Solids on filter (grams) Weight of Solids Used (grams) 4A (_0 Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount42 Fluid (ml) j fARE 14 > Date & Time On Rotating Mixer O) t Date & Time Off Rotating Mixer o�3Lj , ���Final pH A y. a *A Concentration U• i O' `� *B Concentration { ) a u-}u 6, P1 `Ic) 1 , Reported mg/L Total Chrome OQ (7 L , blP Extraction Pressure (psi) �'.p� CD Balance Standardization pH Standar zation II% "1 Vit g = %- 4.00 Buffer _ l 50 9 =�' 7.00 Buffer 7 100 g =/cc -CD 10.00 Bufferl2-Q� Efficiency q) —a- Slope 5u,Wd 7.00 Buffer after sample pl-F� -.60 Mathematical formula for Combined Extracts: Sample Relative % Difference ' % Spike Recovery Lab Relative % Difference `- Solid Phase Composite Grab Initial pH -40 t.{eQ Final pH �•� l �� ('etu. [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')I{Vol. 'A' + Vol. 'B' theo. = mg/L Total Chrome Calculations: C 3Al �3 �C L� LA+�- -� bS i �� ��.,� (: C'�r� C�(i Ox d, �cl )� j �}, i �� .1�i'�'�'� u . i?Li>�! �2,7i2 --FC.L(' crtr � b�Cb.� S j Cg��� = 6. �;"Z {9 315L7(e 6C -jigned by Da} of C pletion Continued on page Reviewed by Date Analysis Dater/l Method 1311 Page 32 of 10D Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name TC,41 %Y-P6 fc i ct Initial Sample Volume (ml) Initial Sample Weight (grams) Hang -Up in Graduate (grams) 6.7 Corrected Sample Volume (ml) d ' Corrected Sample Weight (grams) 6 = Liquid Volume Extract "A" (m1) 90 90_0 bo, 0 Liquid Weight grams) 1 '7 • ;3 Solid Volume (� Solid Weight 0 Solid Density b of , a Solids on filter (grams) Q•�j 5, t> Weight of Solids Used (grams) ter' (� Theoretical Extract *13 Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) " (� ;Date & Time On Rotating Mixer } ;I Date & Time Off Rotating Mixer j b 030 1 171,11191)b 6630 Final pH •3 `� • 3 8 *A Concentration (mg/L) D. b5-7,Z D.DWiJ Q- b4D *B Concentration (mg/L) ��}i) D.bLlo Reported mg/L Total Chrome D , p b ^C7 Extraction Pressure (psi) _ p O Balance Standardization pH Stan r zati 1 g = 4.00 Buffer 4=W CCU r4 50 g = J 7.00 Buffer -?•00 '1iP 100 g = 1 .. 10.00 Bufferw •� Efficiency Qh- 99.3 Slope S-P 7.00 Buffer after sample pH 7,b-o 7 00 Sample Relative % Difference % Spike Recovery Lab Relative % Difference --- Solid Phase Composite Grab Initial pH •3kv .S t FinalpH p Mathematical formula for Combined Extracts: [(Vol. `A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc//'B')]/(Vol. 'A' + Vol. 'B' ttheo.) =/mg/L Total Chro Calculations: }C up� i� � ) —C�l. q D' 0'C 0, 0372,. 1 ` � � gib. b � M/lq 7:y'� Signed by Dja of C mpletion Continued on page Reviewed by Date Analysis Date:/J-L/J-9— Method 1311 Page 33 of100 Notebook No. 109 Continued from page . TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLPI Date and Sample Name 2 Plftk Initial Sample Volume —1:2 (ml) 1 — 3 Initial Sample Weight (grams) 14 , Hang -Up in Graduate (grams) 1. Corrected Sample Volume (m1) q ,' Corrected Sample Weight (grams) I C Liquid Volume Extract "A" (ml} 60 Liquid Weight grams) .-7 Solid Volume 0 Solid Weight 1 0 Solid Density 6-7 Solids on filter (grams) -7,5, Weight of Solids Used (grams) 7 CQ Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) <) Date & Time On Rotating Mixer Date & Time Off Rotating Mixer Final pH. (10 *A Concentration (mg/L) *B Concentration (MOIL) b boo Reported mg/L Total Chrome 6 .*j Extraction Pressure (psi) Balance Standardization = pH. Standardization g 50 4.00 Buffer 4, Lam._ g 7.00 Buffer-1 j.LID 100 g = 0-1)0 10.00 Buffer 10.Co 10-W Efficiency /UZ•� 919.} Slope U, 20 5�'61 7.00 Buffer after sample pH 1 D "7. OD Sample Relative % Difference % Spike Recovery` Lab Relative % Difference Solid Phase Composite Grab Initial pH ') . 4 ( G,�jCL Final pH W. Mathematical formula for Combined Extracts: ((Vol. 'A') x (Cone. 'A') + (Vol. 'B' theo.) x (Cone. 'B')]/(Vol. 'A' + Vol. '13' theo.) = mg/L Total Chrome Calculations: D.r)C —\ yjc� 16q q- LAI VI T ( Signed by Dat of Co pletion Continued on page Reviewed by Date Analysis Date:__ _/gl / 19 Method 1311 Page 34 of 100 Notebook No. 109 Continued from page t TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name -(P(�,,,� 1 i —2b C Gbw��' — is -(-C(fp (j,� 6 Z1 Initial Sample Volume (mi) ptj �p Fj Initial Sample Weight (grams) 1. �, 3 Hang -Up in Graduate (grams) , Corrected Sample Volume (ml) (, - 2 --7 Corrected Sample Weight (grams) p Liquid Volume Extract "A" (ml) q ,p . 0 72.0 Liquid Weight grams) 3 j 96. Solid Volume tZ' , Solid Weight , '3 ' Solid Density A. qt;? ! •95-11) Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B R a" pAO 3 011 Total Volume Calculated (*A+*) 31 ej,., C)C5 949 Calculated Amount #2 Fluid (ml) C� D Date & Time On Rotating Mixer 1 Date & Time Off Rotating Mixer a �DUO tq MID Final pH (j 34 C0.44 *A Concentration (mg/L) p . u i /- D. cA, *B Concentration (mg/L) /_j, d ,,�-C) 2 o , u tc) b , U 42 Reported mg/LTotal Chrome ZD- vj-p /-b. D D-O D Extraction Pressure (psi) a p Balance Standardization pH f#nc rdizvtt!oT � 1 g = J 120 4.00I3u/11e -V1J 1 50 g = 7.00 Buffer.-L'D �•t 100 g = / ul) . f 10.00 Buffer)bE I Qum Efffciency�� 275 Slope _ 7•(09 7.00 Buffer after sample pH'I,tC) ' CD Mathematical formula for Combined Extracts: Sample Relative % Difference �^ % Spike Recovery Lab Relative % Difference Solid Phase Composite Grab Initial pH 9 Z 1 Final pH 15(0 [(Vol. 'A') x (Cone. 'A') + (Vol. 'B' theo.) x (Cone. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome y-7 Calculations: �( 6, 04- 2-A [S l ) ( 1 ` 0,, 6. a 1[+� , ! e] 7 Signed by Continued on page i Da a of C m1pie on Reviewed by Date Analysis Date:/ ,j Iq Method 1311 Notebook No. 109 Continued from page Page 36 of 100 TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (ml) Initial Sample Weight (grams) Hang-up in Graduate (grams) Corrected Sample Volume (ml) Corrected Sample Weight (grams) Liquid Volume Extract "A" (ml) Liquid Weight grams) Solid Volume Solid Density Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date &Time Off Rotating Mixer Final pH *A Concentration (mg/Lf *B Concentration (mg/L) Reported mg/L Total Chrome Extraction Pressure (psi) ❑f Balance Standardization pH Sta jlIg a ation J . ov �� t/- 4.00 Buffer 50 g = �` bD 7.00 Buffer • O I-t;) 100 g = eta by 10.00 Bufferl-c-a— LiL EfficiencyqKT? Q17 a slope 7.00 Buffer after sample pH- D� Mathematical formula for Combined Extracts: N1 sample Relative % Difference 10 3 % Spike Recovery q'-5- Lab Relative % Difference-i=1� Solid Phase Composite Grab Initial pH p_, j2, Final pH (o ;_ .::.`.f' LJ• �7 [(Vol. 'A') x (Cone. 'A') + (Vol. 'B' theo.) x (Cone�'�'B')] (Vol. 'A' + Vol. 'B' theo.) mg/L Total Chrome Calculations: JC-1 6tQ % ` 0,04 r:-566Tcuv bne-,-b - [(b-.0 �-: 11 (e) ":7 93 Continued on page S ned y Da a of C mpletion Reviewed by Date Analysis Date: / _ / 1 Method 1319 Page 37 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (m1) Initial Sample Weight (gras) m Hang -Up in Graduate (grams) Corrected Sample Volume (ml) Corrected Sample Weight (grams) Liquid Volume Extract "A" (m1) Liquid Weight grams) Solid Volume Solid Weight Solid Density Solids on filter (grams)Is Weight of Solids Used (grams) Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) DatS e On Rotating Mixer Off Rotating Mixer Fina *A Concentration (mg/L) *B Concentration Reported mg/L Total Chrome Extraction Pressure (psi) �� ��Ni.c} j r j �. j� � , -� `, mac° `, 3 g��Date �, (q�, j�j "0) � - ,mac' • ,� -� c z� t?,,, r f c,c! � � 111 cal A D 6�7 c� ASS �� � t J �, ,,�, ..- c �5 7-77 LIL C� „ . ..-, � "- G• 1-5 1Theoretical Jj U ,� _�-7�� CC," -'- - - � 1 Balance Standardization pH Standardization g -_ 4.00 Buffer 50 g = S G? r'7.00 Buffer -100 1 tc 100 g 10.00 Buffer/%, trite EfficiencygL ; `t4r Slope �, i-I� 7.I� 7.00 Buffer after sample pw 0o Mathematical formula for Combined Extracts Sample Relative % Difference , t % Spike Recovery `)C1. Lab Relative % Difference 0 • ---� 'el Solid Phase Composite Grab Initial pH `('� • S ti Final pH� [(Vol. 'A') x ,_--- j (C_on�c'. 'A. ')�-+ (Vol. i'1B' th1eo.) x�,( C�on�c{. 'B')]/(Vol. B'))(Vol. .,A G+'jVfCol. �`B th�e'o�imZg,I /LI T�ot>a�l C1h�r7,� Calculations. � �' ��- � �- /" r A-Ilftn C Continued on page Reviewed by Date x 4 Analysis Date: method 1311 Page 39 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name IV, -01I c Initial Sample Volume po IV6D ' Initial Sample Weight (grams) 119. 40 j 09 r /67- 3 Hang -Up in Graduate (grams) (. V 5 Corrected Sample Volume (MI) Corrected Sample Weight (grams} Liquid Volume Extract "A" (ml) -7 Liquid Weight grams) q4,A Cl • a j j Solid Volume �j , `1 'N , Solid Weight ,. Solid Density Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) tom, (an0 d Date & Time On Rotating Mixer .A. i1 IIA D. P/1110 A30 211111t 1490 1 Date & Time Off Rotating Mixer C810 qy g pry 0 tbf Final pH Ce /A *A Concentration (mg/I �� b i� lg�t'i, � zl "T '�, (U *B Concentration (mg/L)40,1 4'6 I '2- Reported mg/L Total Chrome, C)t 0 . G(p �, 0(4 0, 054 Extraction Pressure (psi) 5 p r c> 5 Balance Standardization pH Standardizati n �� Pit, j� 1 g = /� 4.00 Buffer �, i L (t 50 g 7.00 Buffer-1--( -Z•tV 100g = jU?-Gy 10.00E er/b• ,1,gG 9� Efftcte y Slope 7.00 Buffer after sample pH Mathematical formula for Combined Extracts: Sample Relative % Difference J % Spike Recovery � Lab Relative % Difference Solid Phase Composite Grab Initial pH 6.4-1_ Final pH ro. 65 [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]1(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: �c�� ` r,5i rnr Signed by Date df Cornpl tion Continued on page Reviewed by Date I - I - Analysis Date: ad (11 Method 1311 Page 41 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (T'CLP) Date and Sample Name 1- a Initial Sample Volume (MI) Initial Sample Weight (grams) ,� `� •�} Hang-Up in Graduate (grams) Corrected Sample Volume (mI} C3] 0 Corrected Sample Weight (grams) I , Liquid Volume Extract "A" (ml) (e, Liquid Weight grams) q Solid Volume °•'1 Solid Weight � Solid Density Solids on filter (grams) J7 Weight of Solids Used ; (grams) Theoretical Extract *B ' mil. p Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer aliqj Date & Time Off Rotating'Mixer o w9 co ,) o Final pH *A Concentration (mg/L) *B Concentration (mg/L) Zo. _B e �j, l ' P}�jq I b 0.116915C) fo -.-3 Reported mg/L Total Chrome 0- Extraction Pressure (psi) , Balance Sta dardiz�ation pH S ,x ' 4.00 Huffer �-,;� 50 g = `� 7.00 Buffer 1-CA 100 g = 10.00 Bufferlo .0,60 Efficiency ;�95-.2. Slope 1jV••q 514•?"A 7.00 Buffer after sample p _Q :h0 Mathematical formula for Combined Extracts: Sample Relative % Difference . BO % Spike Recovery Eg• V Lab Relative % Difference _ .3. Ite Solid Phase Composite Grab Initial pH- 3 1 .4 Final pH t� 1 [(Vol. 'A') x (Cone. 'A') + (Vol. 'B' theo.061. )x (Conc. 'B')]I(Vol. 'A' + Vol. W theo.) = mg/L Total Chromp,/ Z Zz Calculations: " �(.� (,�yv -� � b,1 � C �' Cq ink - r( owl 2 r by vp 1i A <III-Olq Dat4 of Co eon Continued on page Reviewed by Date 0 L Analysis Date: C2 /Z1 19 Method 1311 Page 43 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name 'Gl G i,Ci i�; 'iZ Gtv- �. -T-CLJo &-teL Initial Sample Volume (ml) Initial Sample Weight (grams Hang -Up in Graduate (grams) Corrected Sample Volume (ml) Cfl �j �v Corrected Sample Weight (grams) Liquid Volume Extract "A" (ml) b (0 Liquid Weight grams) 5 - Solid Volume Solid Weight Solid Density G Solids on filter (grams) Gj Weight of Solids Used (grams) lcd 14 Theoretical Extract *B 3 Total Volume Calculated (*A+*B) A/10 44D Calculated Amount #2 Fluid (m[) y Date & Time On Rotating Mixer Date & Time Off Rotating Mixer �, ' }� ";Llaq 9 DC6H a(y VOB a � 9 9 19 Final pH ( U _ 3 Q) (r-- *A Concentration (mg/L) ZO, O D. 040 L d , 04�D 2- D- b O *B Concentration (mg/L) L b. b. o4 20-0110 , �) Reported mg/L Total Chrome 6, 04 b, 0 0 D_ 640 Extraction Pressure (psi) Balance Standardization pH Standardi ap Sample c 1 g = /_ CP 4.00 Buffe?4 a l Relative % Difference 50 g = .5�).CV 7.00 Buffer 7G9 % Spike Recovery 100 g = 10.00 Buffed(>Co jn •cO Lab Relative % Differences_ Efficiency %,' -&� 2. Solid Phase Slope ��',� j0•07�}' Composite Grab 7.00 Buffer after sample pH r C1) Initial pH . �j Final pH Mathematical formula for Combined Extracts: Analysis Date:! 4 / lei Method 1311 Page 45 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name-}'�LP(,v,�aSiIC'Ttr Initial Sample Volume (m1) p Initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (MI) (gra1~ 8.g Corrected Sample Weight ms) 0 j.0 j I Liquid Volume Extract "A" (ml) e Liquid Weight grams) 2d C Solid Volume Solid Weight Solid Density Solids on filter (grams) Weight of Solids Used (grams) c Theoretical Extract *B 01 Total Volume Calculated (*A+*B) 3 Calculated Amount #2 Fluid (ml) Date & Time On.Rotating Mixer rb15 -� Date & Time Off Rotating Mixer -09—Lo Final pH *A Concentration (mg/L) a D *B Concentration Reported mg/L Total Chrome Extraction Pressure (psi) Jr' G � ii ►�/�" '� ice: FAF Ila Balance Standardization 1 g ` d pH Stand fJ�dizati n % 4.00 8uffe��`lX -4,Si 7t9 50 g = � 7.00 Buffer %� t O 1009 = L 10.00 Buffer)DID )6.bD Efficiency %.i gUI7 Slope 6L-9-4 c� 7.00 Buffer after sample pH '—),OD -)-Co Mathematical formula for Combined Extracts: Sample Relative % Differences OR % Spike Recovery '3�_ Lab Relative % Difference Solid Phase Composite Grab Initial pH .3-7 Final PH••�j 4 [a [(Vol. 'A') x (Cone. 'A') + (Vol. 'B' theo.) x (Cone. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations; i-cW +fie caw' -Co2) C�� �i) �. �?( -7 Z 1 1I Signed by Date of Co/rIpletion Continued on page Reviewed by Date Analysis Date: Z/ J t / 1 Method 1311 Page 46 of too Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLPI Date and Sample Name 3 t-QCA'fltyl 'i"C� Initial Sample Volume (ml) D , Co, bl9 31►►`► 1 qvo Initial Sample Weight (grams) i l a , $ J 11, 4 Hang -Up in Graduate (grams) t - 1 b- ,O j Corrected Sample Volume (ml) c7$ Corrected Sample Weight (grams) J J • I r Liquid Volume Extract "A" (ml) 69 D 6 Liquid Weight grams) LO 13 Solid Volume J Q Solid Weight �-� I Solid Density - - ZC7 Solids on filter (grams) , Q, a , 7 4 0 Weight of Solids Used (grams) 3, gL A .5 Theoretical Extract *B Total Volume Calculated (*A+*B)&gvl3l -� Calculated Amount #2 Fluid (ml) b Date & Time On Rotating Mixer Date & Time Off Rotating Mixer 3 % 11' 06/0 ( b?A'D Final pH 2 o *A Concentration (mg/L) *B Concentration (mg/L) a• u C) 59 Reported mg/LTotal Chrome b Extraction Pressure (psi) -r 50 t] Balance Standardization pH Standards tip 1 g = _1:_0_ 4.00 Buffer/1�.r�" j� 50 g = `b' c 7.00 Buffer i• Go Z.t7O l o0 g = / L)o D 10.00 Buffed b• tZ> lo-0 Efficiency,57•64 Sl--)O Slope 7.4 Cos 7.00 Buffer after sample pH-2-! -.C() Mathematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery 93. Lab Relative % Difference 0 -72- Solid Phase Composite Grab Initial pHI Final pH �.(yS" �o- L6 ((Vol. 'A') x (Cone. 'A') + (Vol. 'B' theo.) x (Conn. 'B')]/(Vol. 'A' + Viol`. 'B,' ttheo.) = mg/L Totta�l /C-hhrro�me Calculations: -,r(, (w .Ik rj� E'_ - LC�- r l �` �� / ��� i ' (�•� 'i� 6�BV C ' tom, s; `'� �` (i� • 0 V34 =b- 6526 11 t � qc�) =(�,�4I5W501S-D o �gned by Pa�%�ion Continued on page, Reviewed by Date 0 Analysis Date:' Ij—,i/ N Method 1311 Notebook No. 109 Page 47 of 100 Continued TOXICITY CHARACTERISTIC LEACHING PRnC'_Fnl IQI= ITrl m% G Ct) r,, e 11- 7 `7�ZPCt� 3 11-P 9 . `3f 113 N O lad E7 c:� j° 10 ,S .0 Balance Standardization pH Standardization 1 g - C)(D 4.00 Buffer lAl 7 1)'U 50 g U v� 7.00 Buffer :7.� 100 g = !� 10.00 Buffer/0 f' b 10, tb Efficiency l02-1 1_j Slope CY(., GU r..-r?.�() 7.00 Buffer after sample pH -�CV r? 01 Mathematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery h Lab Relative % Difference — Solid Phase Composite Grab Initial pH -L.- Li _ .3-2 �(,-,,, Final pH w j` [(Vol. 'A') x (Conc. 'A') + (Val. 'B' theo.) x (Conc. '13')],(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Continued on page Signed by Da of C pletion Reviewed by Date Analysis Date: 3 /ps/ Ie'i Method 1311 Page 48 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (ml) Initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (ml) - f Corrected Sample Weight (grams) j� , 0 5 a Liquid Volume Extract "A" (ml) g(o, IV , 5 Liquid Weight grams) 05 -7 Q-. 0 J �� Solid Volume .c1 c, Solid Weight .a .� 0" Solid Density r Solids on filter (grams)I. Weight of Solids Used (grams) Theoretical Extract *13 3 Total Volume Calculated (*A+*B) 5j Calculated Amount #2 Fluid (ml) (� A Date & Time On Rotating Mixer j Date & Time Off Rotating Mixer-) g 176D r Final pH,.fQ. 37 *A Concentration (mg/L) L�, �G� u �� , l7 D *B Concentration (mg/L) V, 1 Reported mg/L Total Chrome Extraction Pressure (psi) U D Balance Standardization pH S �� i�at� �r�'� 1 9 = 00 �4.00 Buffer `/ ttt777+.�aaal BO g = ,� U0 7.00 Buffer'?•602? b0 100 g = f0Q CCU 10.00 Buffed "o 10,00 Efficiency 9i0S Slope 97.10 7.00 Buffer after sample pH '-�- 0j 200 Mathematical formula for Combined Extracts: Sample Relative % Difference �.(Qq % Spike Recovery `j15."3 Lab Relative % Difference 11 Solid Phase Composite Grab Initial pH �• �� Final pH �r 7 [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')],(Vol 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations:tCL'D L-G r\ 1 C5>0 C— —g,q C�w-� Q t z�e-� ' (39-1xb• 13cr,)� j (466 -S I 0 W ile Continued on page Signed by Dale of C pi lion Reviewed by Date Analysis Date.-_1 Method 43i4 Page 49 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (ml)p0 Initial Sample Weight (grams Hang -Up in Graduate (grams) Corrected Sample Volume (ml) Corrected Sample Weight (grams) Liquid Volume Extract "A" (m1) Liquid Weight grams) Solid Volume Solid Weight Solid Density Solids on filter (grams) Weight of solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date & Time Off Rotating •Mixer Final pH A Concentration (mg/L) *B Concentration (mg/L) Reported mg/L Total Chrome Extraction Pressure (psi) . c �•pq, ; �. p f .� Q6 t q 1 50 12 j� v �O, py O (}, bpi — V6Je ` •l 1y` y t lq t350 ,� D Le j p .04 u O C653 JD '�W Uc- 1k, Z21 ftj(� '.�� + �, 5�1 10-ILN.- 4 ll}q t35p L j tip; `05 [ p. O4 O O, 0g 95 U Balance Standardization pH Standard 4atiion g =1.04.00 Buffe �.4%hr� y,0o 50 g = 6c). (7 7.00 Buffer �7•DO '2.f0 100 g = I tab •b 10.00 BufferMbQ 10• W Efficiencyg?.% l_0�i Slope- 58.4% Sq.iu 7.00 Buffer after sample pH- 00 % 01 Mathematical formula for Combined Extracts: Sample Relative % Difference Q •(�e� % Spike Recovery•��`c Lab Relative % Differences Solid Phase Composite Grab Initial pH '115 I••S( Final pH [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Val. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations:1 UP C--Mp d x 0. t75t0_S= SteC) 'a 0 , C� 3-16) lnLolalQ(e� Signed by Date of Completion Continued on page Reviewed by Date :1 :-j i I E Analysis Date: I L I � C� Method 1311 Page 51 of 1 Co Notebook No. 109 Continued from p,ige TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (m1) Initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (m1) Corrected Sample Weight (grams) Liquid Volume Extract "A" (ml) Liquid Weight grams) Solid Volume Solid Weight Solid Density Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (mi) Date & Time On Rotating Mixer Date &Time Off Rotating Mixer Final pH *A Concentration (mg/L) *B Concentration (mg/L) e Reported mg/L Total Chrome Extraction Pressure (psi) TLC{{// 11 1�it- 1�� o ol) o D, U �7iO I C)D tq 13T, 711S05 q I� 0151 od .`8 E.�0� � .gyp D.� tea. CI (U �U- -M �l i-'l1.1 BOG { a. c1� �` �i0 SO 9.a rJt � 1a.p a a q 161 t3i51 >, ,- D. 0�2U Cc, n ) t++P �I�,`��I�t !(}{� 0' 01t7315 { q�.r � 'sa.8 air Ll q [I°I U15"1 i.�.5j p•00 tom. C51 Grr�z1i' 4 !9 f DU { s 1 a SS.1 �� L =G�10 �0'o L 0 -uq G Balance Standardization pH Stand rdiza Sample N Iq 9 4.00 Buffer ' , co q, b j Relative % Difference , 2j a 50 g = 5C� 7.00 Buffer �• %.�� %Spike Recovery QD,Wc'/, 100 g = Lqo .D 10.00 Buffer 10.01 10,01 Lab Relative % Difference to .(DX Efficiency 19516 Solid Phase Slope .`+ 51vS`l Composite Grab 7.00 Buffer after sample pH 1-01 6.91 Initial pH Final pH -1 ell Mathematical formula for Combined Extracts: �I B j II [(Val. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Co c. 'B')]/(Vol. 'A' + Vol. 'B' theo.) - �g/L Total Chrome Calculations: 'TC1`#� corYlil1!u o C��1 �yD t�.U�nl r 3 t). ()(uGS'363 &4 351 Y,� w��1n�. Signed by Continued on page Ll Date bf Coriipletion Reviewed by Date Analysis Date: q / 153 / )9 i�lethOd 'f13i� ""Y6 Notebook No. 109 Coninued from page Page 53 of 100 TOXICITY CHARACTERISTIC LEAiCHING PROCEDURE TCLP )ate and Sample Name � rr, � r.__ _-. __ _. _ _ t Initial Sample Volume- `i�3-lit 1r} ---•r .r �,,• )t-19 „� _� 151 i; Initial Sample Weight rams) loco)) o Hang -Up in Graduate (grams) Corrected Sample Volume (ml) Corrected Sample Weight (grams) Liquid Volume Extract "A" (m1) 1O'g, 3 IOc� �llo Liquid Weight rams Solid qt04 , q 9.a M 5 Volume 211 -11 ) , Solid Weight 1 1.1 "? 1-1. U Solid Density 18.6 35• Solids on filter (grams) .i. a' S . o3 Weight of Solids Used (grams) ,g 1S,$ 3a• (.P Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) � `� 0-1yCg �.,. -T 53• S Date & Time On Rotating Mixer � a� Wit' U� Date & Time Off Rotating Mixer t5�t c 1'4Zt 1>a ! rJ-1`(t� �}` l�12i `i 15 )ej lgzi 1 inal pH I� Ci 0-lqU U1 — *A Concentration (mg/L) *B Concentration LP (mg/L) Reported mg/LTbtal Chrome 0,06 40, o4o Extraction Pressure (psi) ' �u 'D• fly g L O , C`ID Balance Standardization pH Standardization I g = I'D Sample 4.00 50 g = 50. Buffer ,Q0 •�-�. ou , yo Relative /o Difference --0 7.00 Buffer 1,00 ! 00 g = �rr`a '10.00 1.01.) %Spike Recovery cj la[o Buffer 1D.-OD io.ol Lab Relative % Difference Efficiency ` 9. S Slope S4 2?7 q5. 11 -gam �"' �q Solid Phase q/171112 �' 7.00 Buffer after sample pH -i .0 j 1. 01 ----� Initial pH Mathematical formula for Combined Extracts: Final pH Composite Grab gy �s q,3ry [(Vol. 'A') x (Conc. 'A') + (Vol, 'B' theo,) x (Conc. 'B')j/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations:' CMF _ 3114 D Cu 4i A rtZ�ti �.�P 311� x 0.ouDk4 Jyc DU6 Signed by '41,1llI Continued on page�� Date o�letion Reviewed by --- Date Analysis Date: ( / al 19 Method 1311 Page 54 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name YCL'P CcmP 1W �^f .�� CavA19 2y ill `f� 15 zt 1-1ts- Initial Sample Volume (ml) ,Cp too I� Initial Sample Weight (grams) D ' t� Hang -Up in Graduate (grams) O _ 0, a Corrected Sample Volume (ml) 4G17" 46-11- Corrected Sample Weight (grams) tog Liquid Volume Extract"A" (ml) q(D CIO Liquid Weight grams) 8q.1 is5•� Solid Volume q a ctt Solid Weight s8, a Solid Density a pu a.o0 •q Solids on filter {grams) 14 1U. 3 Weight of Solids Used (grams) -7, cp Theoretical Extract *B �a 3 r3 ICta4aQ Total Volume Calculated (*A+*B) 418 Calculated Amount #2 Fluid (ml) 35� Date & Time On Rotating Mixer da 1�i3� �t Z 1�13 t� 2 Date & Time Off Rotating Mixer 3111 M46 Final pH 2 *A Concentration (mg/L) L,O, b Zo 04 b *B Concentration (mg/L) L a , 0 D'a _ Off} (-) Lb 04 p Reported mg/L Total Chrome Z00 , Q ' Q Z_ .64 Extraction Pressure (psi) (7 C Balance Standardization pH Stand rd'zati �+ Y�zz�rI j 1 1 I I.W i 9 = 4.00 Buffer q, uo - ---- 50 g = 50:0 a 7.00 Buffer 1030 -2.cv 100 g = ,i7� 10.00 Buffer Iadl /0.0 Efficiency C.0 Slope 51,13 7.00 Buffer after sample pH -7, 01 -i • of Mathematical formula for Combined Extracts: Sample 0� Relative % Differencey ? % Spike Recovery Lab Relative % Difference Solid phase , Composite Grab Initial pH 8.S1 Final pH 1. 8 _ �. g [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B'))/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Continued on page r Signed Dat of Co plat on Reviewed by Date Analysis Dater /.A I �9 Method 1311 Notebook No, 109 ConPage 55 of l00 inued from page TOXICITY CHARACTERISTIC LEAtCHING PROCEDURE (TCLP Date and Sample Name ) 61 Initial Sample Volume (ml) N Initial Sample Weight (grams) Hang -Up in Graduate (grams) o ag, �/0.3 �a Corrected Sample Volume (ml) 5 `�' .0 99. 5 Corrected Sample Weight (grams) C O Liquid Volume Extract "A" (MI) Liquid Weight gra ' Solid Volume 5 Solid Weight ! Solid Density Solids on filter (grams) y Weight of Solids Used (grams) Theoretical Extract *B d� Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) b 0 Date & Time On Rotating Mixer 425 Date & Time Off Rotating Mixer b D S Final pH *A Concentration (mg/l_) sti o *B Concentration Reported mg/L Total Chrome iy7 rb Extraction Pressure % Z-b " � (D L (Psi) a p b Balance Standardization - Q� _ pH StaAyi di tiI7-To/IR Sample �-7 1 g = 4.00 Buffer (•� / � Relative % Difference I 50 g = �O-GO 7A Buffer 7 �•y % Spike Recovery _. l'I" ), 10fl g = 10.00 Buffer%6 • W )0.1D Lab Relative % Difference Efficiency �? r ,a Solid Phase~ Slope 5a.-q!L958 11 Composite Grab 7.00 Buffer after sample pH _J-CO - (:'D Initial pH -� Mathematical formula for Combined Extracts: Final pH & `) V S ((Vol. 'A') x (Conc. `A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Signed by I �� Datz of 6o pletion Continued on page Reviewed by Date Analysis Date: r�r/ � I� Method 1311 Page 56 of 100 Notebook No.109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (m1) Initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (m1) Corrected Sample Weight (grams) Liquid Volume Extract "A" (ml) s !JO j D b rGr,�. 3- /,5 7 fj c� T to a l 0—+ZZ F1,-7 Liquid Weight grams) Solid Volume Solid Weight Solid Density Solids on filter (grams) Weight of Solids Used (grams) -7 35 a. �7. Theoretical Extract Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date & Time Off Rotating Mixer Final pH *A Concentration (mg/L) *B Concentration (mg/L) Reported mg/L Total Chrome Extraction Pressure (psi) y •� Q, Q. IV Cc) . DL A�E 5 ��3 0 LDID— LZ) b - Balance Standardization /00 pH Stanndda d' ation 1 9 = L SVO 4.00 Buffer r_ 50 g = 7.00 Buffer;j,G7?, O 100 g = . 10.00 Bufferw0.V )b-(b Efficiency _0114.q Slope 5' . C-�5 W 7.00 Buffer after sample pH '? 3 IT Sample Relative % Difference % Spike Recovery L fig. Lab Relative % Difference Solid Phase Composite Grab Initial pH . Final H 10C Mathematical formula for Combined Extracts: p ((Vol. `A') x (Cone. 'A') + (Vol. 'B' theo.) x (Cone. 'B')]/(Vol. 'A' + Vol. 'B' theo.) -_ mg/L Total Chrome Calculations: �' �'f W C)51 ^^} f C GQ S; D. o �I� Signed by 5t(DI n Date of Com letion Continued on page Reviewed by Date Analysis Date: S l t'� / 3 Method 1311 '4� L';�-/ / Page 57 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (ml) Initial Sample Weight (grams) Hang -Up 'in Graduate (grams) Corrected Sample Volume (ml) Corrected Sample Weight {grams) Liquid Volume Extract "A" (ml) Liquid Weight grams) Solid Volume Cq&-VV ; s 9 3_ -7 /b-7_ _ 1 C) Solid Weight Solid Density Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date & Time Off Rotating Mixer Final pH ------------------- *A Concentration (mg/L) *B Concentration (mg/L) Reported mg/L Total Chrome Extracti170 on Pressure (psi) 13a Z p 1 0 ,D72- �. Otlp `� , 0 4-0 d y �� D- (7 3 Gp, 0Ll C) g• r p (� 09'� '0 U Balance Standardization 1 g = 1 • bo pH Standar i at�i n 4.00 Buffer'�13 SVr 50 g = .01) 7.00 Buffer (�7CO 100 g = jWt 10.00 Buffer a:VD v (U•oo Efficiency qU_9 q Slope_ 7.00 Buffer after sample PH- 7, T Sample Relative % Difference % Spike Recovery t� Lab Relative % Difference Solid Phase Composite Grab Initial pH_2"" Mathematical formula for Combined Extracts: Final pH (.o-LQ1l [(Vol. 'A') x (Cone. `A') + (Vol. 'B' theo.) x (Cone. 'B')] = m /(Vol. `A' +Vol. `B' /L Total Chrome theo.) 9 C[� l ; a. o bb7q. `� Calculations: � L L�j�-(at's> •�' _ � _i 4 • � Xb.oi �� :�atn l gi-) j 3 0�) - b 0 21703 Continued on page Signed by �••� Date of Co pletion Review ed by Date Analysis Dater_/ / - Method 1311 Page 58 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name %�r jwe�- Initial Sample Volume (ml) 5 �I S • -] k 2 Initial Sample Weight (grams) ZQ i7� Q. 3 H�, Hang -Up in Graduate {grams) �, a 0,-5- d Corrected Sample Volume (ml) p ocl Corrected Sample Weight (grams) ��`j_ 39 %��•3 b g_ Liquid Volume Extract "A" (ml} Liquid Weight grams) Solid Volume � • 1 � + . Solid Weight Solid Density � �� .� � Solids on filter (grams) y S , 3 Weight of Solids Used (grams) / d �� -7 Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) I tab �j L Date & Time On Rotating Mixer s , ,� �• i �0 Date & Time Off Rotating Mixer 6NO OW, , M ID � �� � � MC) Final pH *A 5— Concentration (mg/L) *B Z C1 U O 04 0 Concentration (mg/L) 4t U .0(9 4 0. D? 7-71 (D Reported mg/L Total Chrome 0 Extraction Pressure (psi) V 1 C S •L Balance Standardization pH Standardatio 2 1 9 = �` 4.00 Buffer 50 g = !!;b -to 7.00 Buffer 11 0'9 100 g 10.00 Buffer IEV ! O.OD Efficiency�ft. (o jo2•S Slope 6-) 6 tolo3 7.00 Buffer after sample pH-1-00 " l-09 Mathematical formula for Combined Extracts: Sample Relative % Difference A,Q % Spike Recovery n1 1.5 Lab Relative % Difference 9 -N Solid Phase Composite Grab Initial pH :, J� �4� Final pH G. (0- 1_ (2,65" f (Vol. 'A') x (Conc. `A') + (Vol. 'B' theo.) x (Conc. `B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome cad �CnSLc���-�i�t V- - �� `��b•Cfi< 4�� e1 3�3� _ b� �� 56 SGS 0 SignedbyDat o ;or, ,letion Continued on page, Reviewed by Date I Analysis Date: J / 2'9j I Method 1311 Notebook No. 1 fl9 page 59 of I00 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name f /,,,,,,Q,.,c• -rep r„- _ - .,., , Initial Sample Volume (ml) Initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (m1) Corrected Sample Weight (grams) Liquid Volume Extract "A" (ml) Liquid Weight grams) Solid Volume Solid Weight Solid Density Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date & Time Off Rotating Mixer Final pH *A Concentration (mg/L) *B Concentration (mg/L) Reported mg/L Total Chrome Extraction Pressure (psi) Balance Standardization pH Staff aC atr ffi 1 g �- � b 4.00 Buffer/1.�3lo T{;u 50 g = 00 7.00 Buffer')-UO 100 g10.00 Buffers /0 •CO Efficiency 10- S C13 A Slope 7.00 Buffer after sample pH7•() -1_CO 0 Sample Relative % Difference 3. c3Z % Spike Recovery Lab Relative % Difference Soiid Phase Composite Grab Initial pH - 20 R, 21 Final pH b.3v P .3 Mathematical formula for Combined Extracts: [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')j,(Voi. 'A' + Vol. 'B' theo.) = mg/L Total Chrom b' c 5M26 Calculations: ' A 6- 0b9Z) -6-)A (93k(ey'j ?jU (J•�J� � � 3� D, owliWiG3 Continued on page - ki .2%Cm C Signed by Dat of letion -- Reviewed by Date Analysis Date: b I� I 19 Method 1311 Page 64 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Sad-� L �(' - t ��' `�(,•z�� — Cr, L` Initial Sample Volume (ml) cc-)" :)U Initial Sample Weight (grams) fj-� p 1 - � Hang -Up in Graduate (grams) O j _-7 Corrected Sample Volume (ml) Corrected Sample Weight (grams) j Q(a,D Liquid Volume Extract "A" (ml) '67.0 . ON Liquid Weight grams) of i c Solid Volume) Solid Weight Solid Density j. Z 9 ' 10, Solids on filter (grams)-- ;, Weight of Solids Used (grams) -) Z Theoretical'Extract *B C, Total Volume Calculated (*A+*B) Z5� Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date &Time Off Rotating Mixer 08 5- Final pH *A Concentration (mg/L) Lam• V4-0 Z-D , - b40 *B Concentration (mg/L) GV .040 . 64, b Reported mg/L Total Chrome 2-D . 0,fo b • d� Extraction Pressure (psi) J J Balance Standardization pH Stan, �r j. af,,o��rS 1 g = u`J 50 g = �•L� 4.00 Buffer • �1�(f�f� 7.00 Buffer' --CO at! 100 g = t-Q • 1�� 10.00 Buffer• �K Efficiency 93.4 CM Slope qa 7.00 Buffer after sample pH -7_00 -1 --CD Sample Relative % Difference % Spike Recovery _ t59. 1 Lab Relative % Difference Solid Phase Compo ite '7 Graf , Initial pH `(7- �� C1. Final pH I- )q "')r Mathematical formula for Combined Extracts: [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: u ned by Dat of Co p etion Continued on page Reviewed by Date I Analysis Dater/L0_/ f 9 Method 1311 Page 61 of loo Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE tTr-1 pt Date and Sample Name Initial Sample Volume (m1) Initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (ml) Corrected Sample Weigh# (grams) Liquid Volume Extract "A' (ml) Liquid Weight grams) Solid Volume Solid Weight �� �c� Op 0_ 0 F0p • pt� . 1 d cj j tg ou , rL Lpzlch 12_0k.C? Solid Density Solids on filter (grams) Weight of Solids Used (grams) a' 0 Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (MI) Date & Time On Rotating Mixer Date & Time Off Rotating Mixer _ 40, 1� b �b s i 5 b Final pH *A Concentration (mg/L) B Concentration (mg/L) Reported mg/L Tota! Chrome Extraction Pressure (psi) D LD . bq v tQ } O U O l �4 Q �O 50 q M (� Balance Standardization pH Star do k� /►�i- t�/y11 S 1 9 � 4.00 Buffer �L _ 50 g �9_ w 7.00 Buffer-U— C!J 100 g = f7 10.00 Bufferf—OiD-0 !0-1- Efficiency 9a. � Slope SAS° r� 7.00 Buffer after sample pl-I— 01 Mathematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery r tQ Lab Relative % Differences], Solid Phase Composite Grab Initial pH _V� t 4 Final pH - •U2 6 ((Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Signed by 11 Continued on page l� Dat of C letion Reviewed by Date Analysis Date; � /-[:?/ t g Method 1311 Notebook No. 109 Page 62 of i0o Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEI71 IRF t-rr+1 n% rsalance 5tandardization pH Stand dization 1 i r� b �>`rIj I U11.89 = g - 4.00 Buffer A-i✓G q_tip 50 g = r RQ27- 7.00 Buffer-7-0 -7 W 100 g = (_pL-) - W 10.00 BuffervmLj Efficiency, Slope v6691 7,00 Buffer after sample pH:i b() Mathematical formula for Combined Extracts: Sample Relative % Difference ----- % Spike Recovery 9b. 9 Lab Relative % Difference --7 Solid Phase Composite Grab Initial pH �27 Final pHy [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: -4 � O Signed by Da a of Ct ion Continued on page Reviewed by Date Analysis Date: - (0 IA/I Method 1311 Page 63 of 100 Notebook No. 1.09 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name +tfl►^"��a - 1 (71ab Initial Sample Volume (ml) Initial Sample Weight (grams) 1- Hang -Up in Graduate (grams) 3�_ {Q Corrected Sample Volume (m1) 9 -7 c�cl of Corrected Sample Weight (grams) iEn, 'Cl Liquid Volume Extract "A" (MI) . Liquid Weight grams) 0 p •-) V Solid Volume NA Solid Weight Solid Density 1 c� 3 Solids on filter (grams) �rj y Weight of Solids Used (grams) Theoretical Extract *B b Total Volume Calculated (*A+*B) S Calculated Amount #2 Fluid (ml), i Date & Time On Rotating Mixer & Date & Time Off Rotating Mixer Final pH 10 f � 6,1Z 7P tf3(O � " 0611p *A Concentration (mg/L) *B Concentration (mg/L) Reported mg/L Total Chrome , n " j0, 0 .0A40 L 0 - 04-d • 40 d 0 (� C, b5 Extraction Pressure (psi)DA? L.f D Balance Standardization pH StVjardi7t�p laa 4.00 Buffer00-11_1(p 50 g =�D 7.00 Buffer-I-W `)-Ct- 100 g = I w • ff) 10.00 Buffe4Q-60 1 O•co Efficiency IC )- 1 01-2- Slope 5-12 045 7.00 Buffer after sample pH 7 OD `"%� Mathematical formula for Combined Extracts: Sample { Relative % Difference % Spike Recovery C/ 0 • i Lab Relative % Difference 9, P C) Solid Phase Composite Grab Initial pH_ Final pH CO \q -lsi [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Concc.''B')] (Vol. 'A' + Vol. 'B' heo.) = mg/L Total Chrome r Calculations: CL GDw-QeS,-y - j 6. oq ^ j i • J = d . 01 �) Z`�� b J 1 .q SLB� igned Date f Co pletion Continued on page Reviewed by Date Analysis Date: t / 1 / Method 1311 T Notebook No. 109 Continued Page 64 of 100 TOXICITY CHARACTERISTIC LEACHING PROCEDURE TCLP Date and Sample Name TIVinitial Sampie Volume ml /��,� ty--4-3b% ii4 -7/1 1%1 �t initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (m1) Corrected Sample Welght (grams) Liquid Volume Extract A (ml) Liquid Weight grams) Solid V01ume Solid Weight Solid Density Solids on filter {grams) Weight of solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (m1) Date &Time On Rotating Mixer Date & Time Off Rotating Mixer Final pH *A Concentration (mg/L) *B Concentration (mg/L) Reported mg/L Total Chrome Extraction Pressure (psi) MWEM EJtcco --T—& Lo -C)qo G-•t . o ei (-I Balance Standardization g ^ --� pH Stannd r/diiizat on 4.00 sufferer c 50 g = . (?- 00 7.00 Buffer -7-Cy -1,00 100 g = (-�1- 10.00 Buffe�C .6 •(;�% Effciencyq.13 Slope 69AS ^ V-13 7.00 Buffer after sample pH-I.W'.b( jog J � a� Ur; , S 5 �. 0 Sample Relative % Difference % Spike Recovery 94, Lab Relative % Difference Solid Phase Composite Grab Initial pH 9- Mathematical formula for Combined Extracts: Final pH p— [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')j/(Vol. 'A' + Vol. 'B' theo.) _ ►rg/L Total Chrome Calculations: r-O �3 Signed by �—-- Dat of ompletion Continued on page Reviewed by Date Analysis Date:rl� Method 1311 Page 65 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name ti Initial Sample Volume (ml) Initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (ml) Corrected Sample Weight (grams) a, Liquid Volume Extract "A" (ml) Liquid Weight grams) Solid Volume Solid Weight Solid Density Solids on filter (grams) a I , Weight of Solids Used (grams) �a -� ?) 0 Theoretical Extract *B f Total Volume Calculated (*A+*13)- p Calculated Amount #2 Fluid - (ml) Date & Time On Rotating Mixer 7 j j tC0 Date & Time Off Rotating Mixer 1 t2&b -7 7,1 dap Final pH ^ � n - � *A Concentration (mg/L) I/ b r• _) b • •_ *B Concentration (mg/L) p, 040 Z—b -b Reported mg/L Total Chrome Z-b . br- ,Gib. ''4-�D Lft Extraction Pressure (psi)�� iv , Balance Standardization pH -7% .1,1yiz� �� 1 c 9 = 00 4.00 Buffer //�-� U 50 g _ t 00 7.00 Buffer -I-(�D -700 —� 100 g = � � • uo 10.00 Buffel 1.r�T � ,60 Efficiency ' Slope 7.00 Buffer after sample pH Mathematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery Gl�l �j Lab Relative % Difference b -�� Solid Phase Composite Grab Initial pH el Final pH IC — al �Q [(Vol. 'A') x (Conc. `A') + (Vol. 'B' theo.) x (Conc. 'B')j,(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: IteI letion Continued on page, Reviewed by Date Analysis date: , / I fil 4q Method 1311 Page 66 of i00 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name tPA (o ;' 6 Initial Sample Volume (MI) 7 Initial Sample Weight (grams) Hang -Up in Graduate (grams) {�0. 9. Corrected Sample Volume (MI) a OL) Corrected Sample Weight (grams) IC1. Liquid Volume Extract "A" (ml) .0 0 V Liquid Weight Solid Volume. Solid Weight a Solid Density j orl. Solids on filter (grams)�j . �{ Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) i ' 9 Calculated Amount#2 Fluid (ml) 1b q0 (� Date & Time On Rotating Mixer iq ' 0, tv Date & Time Off Rotating Mixer �p {%7Qj / b q 6 Final pH *A Concentration (mg/L) • b, 6 U V - O C J *B Concentration (mg/L) C), 0 4-1 . u q,J Reported mg/L Total Chrome 0. o 4-0 Extraction Pressure (psi) Balance Standardization pH Star iza io -��-� 19 = 0 4A0 Buffer " - 50 g = 5LJ 7.00 Buffer ­1-6b 100 g = IM �=Cc) 10'00 {uufff rpoD t% Efficiency,ed Slope G3� S` M 7.00 Buffer after sample pHHG% Mathematical formula for Combined Extracts: Sample l Relative % Difference % Spike Recovery 01 11 Lab Relative % Difference Solid Phase Composite —Grab Initial pH .` io S Final � H �Tl �{2- P [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc./'B')]I(Vol. 'A' + Vol. 'B' theo.)) = mg/L lT,otal Chrome Calculations: ! �LP ij''"� ," (�} �P�1 { �1�)� ` � G��j) V _ �� � I WQ133 L�Cup D)"� U �� Date of Com a ion Continued on page Reviewed by Date Analysis Date: l Method 1311 Page 67 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name -1 ZZ/19 -7 1`1 -al t6 1S-z1 Initial Sample Volume (ml) 00 Uo Initial Sample Weight (grams) Hang -Up in Graduate (grams) )69. 6 5 .3 ,Z9 Corrected Sample Volume (ml) Corrected Sample Weight (grams)((t- Liquid Volume Extract "A" (ml) Liquid Weight grams) 91 Cl • i 6-6 - Cj 9(0 . D .7 Qom. D �-14 �t Solid Volume 9 D• Solid Weight Solid Density•�3 �. Solids on filter (grams) Weight of Solids Used (grams) (�! A Theoretical Extract *B r t Total Volume Calculated (*A+*B) 4u4 a Calculated Amount#2 Fluid (ml) lbo Date & Time On Rotating Mixer '} 4Z % ` 1 1 'L �' 6t7 Date &Time Off Rotating Mixer Final pH Ci 7 `-( L G �� C; *A Concentration (mg/L) Z- ID (D d . (Ab *B Concentration (mg/L) G!i . C40 z- I-) - i-)40 G- 0 "' u - 040 Reported mg/L Total Chrome . 11'40 2 . 0 - Z. • 0/4-0 G 40 Extraction Pressure (psi) Balance Standardization pH Standar izatioi, 1 g = J fib 4.00 Buffer t—P�tl, BO g = 7.00 Buffer I -W co 100 g = ?fib t;U 10.00 Buffertl�•� V' Efficiency Sloped lu t9t�-3� 7.00 Buffer after sample pH�.�"� Mathematical formula for Combined Extracts: Sample Relative % Difference b� % Spike Recovery Lab Relative % Difference Solid Phase Composite Grab Initial pH 5 1 T — Y9 VO Final pH (yk (O � \ — [(Vol. 'A') x (Conc. 'A') + (Voi. 'B' theo.) x (Conc. 'B')]/(Vol. `A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Si9 Y ned b Date o ion Continued on page Reviewed by Date Analysis Date:-7 /'30/Iq Method 1311 Page 68 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (ml) Initial Sample Weight (grams) Hang -Up in Graduate (grams) dC� n 'XuPCt,-J, 9 -<3 �� TC4 iAV,10 I CID 5 Corrected Sample Volume (m1) C3) Corrected Sample Weight (grams) r• Liquid Volume Extract "A" (MI) Liquid Weight grams) Solid Volume Solid Weight � aj lz j , 0 , 5 b Solid Density Solids on filter (grams) 1 ;L �c> Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date & Time Off Rotating Mixer Final pH *A Concentration (mg/L) *B Concentration (mg/L) Reported mg/L Total Chrome Extraction Pressure (psi) p u 1 a' Ip Gp.p 4 4D , t?t tJ p iu 3 dip 3 Lo • 04� .040 - -� J 11 i c( t(oiv € Lc.uA 0 b� Balance Standardization pH Stan r 1 at! ` 9 = 4.00 Buffer } 50 g =� 7.00 Buffer 7 C 100 9 =_ 10.00 Buffer/ D, try ) �. Efficiency t a 5 i bt � Slope ("I -to bti 31 7.00 Buffer after sample pH 1101 �- Mathematical formula for Combined Extracts: Sample Relative % Difference -------- % Spike Recovery C 3 . Lab Relative % Difference Solid Phase Composite Initial -3-22 Grab pH Final pH [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')V(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: IoM "t fined by Date Co pletion Continued on page Reviewed by -Date Analysis Date:S1 / Method 1311 Page 59 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name 17 Initial Sample Volume (ml) .� Initial Sample Weight (grams)' , Hang -Up in Graduate (grams) , Corrected Sample Volume (ml) Corrected Sample Weight (grams) Liquid Volume Extract "A" (ml) (j , Liquid Weight grams) Solid Volume a �-- Solid Weight Solid Density C� 19 Solids on filter (grams) , rj ZV6 4164 , Weight of Solids Used (grams) j 4 6,t78 Theoretical Extract *B to Total Volume Calculated (*A+*B) 400 O Calculated Amount #2 Fluid (ml) Q Date & Time On Rotating Mixer 2, 9)8 Z Date & Time Off Rotating Mixer ibI 1 tQ `a EE Ki�G', h b-M Final pH i 3 2._ (P 2 (P• 3 *A Concentration (mg/L) 0. 0 *B Concentration (mg/L) Z n , D40 L b -L) 2- , -() Reported mg/L Total Chrome0 L-D- ( 0 L(). ( U Extraction Pressure (psi) Q L) a Balance Standardization pH Stand rrLo iit on �!l �1. 1 g = ) - 00 4.00 Bufferl 11 50 g = 4 7.00 Buffer rl CV 100 g = 10.00 Bufferzt: j0. � Efficiency jot' 1 CO-1 Slope - -5-9. n 7.00 Buffer after sample pHj,CP - , 0 Sample Relative % Difference % Spike Recovery Lab Relative % Difference - Solid Phase Composite Grab Initial pH Final pH Mathematical formula for Combined Extracts: [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: f Continued on page Signed by Date of Com le tion Reviewed by Date ,i i E i r Analysis Date:__01 15/ 19 Method 1311 Notebook No. 109 Page 70 of 10o Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name .- � in �i �� �5 T�� 'plc• T (7ti7 i Initial Sample Volume (MI) l� � —ll `t � Initial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected • , U Sample Volume (ml) No Corrected Sample Weight (grams) 7-Q©. 560 Liquid Volume Extract "A" (ml) Liquid 0 Weight grams) Solid Volume - 5 -� Solid Weight Solid Density ' S5 •) Solids on filter (grams) 62 � ,9 -� Weight of Solids Used (grams) , . { ,2 Theoretical Extract *B • f 2 Total Volume Calculated (*A+*8) �D Calculated Amount #Z Fluid ml) ( i �,I �01 ; Date & Time On Rotating Mixer Date &Time Off Rotating Mixer o 13 Final pH � i,�K)cZ 0'I{u , h `1 b1t� G a b11� *A Concentration (mg/L) *B � , � ' p - 3 tp, Concentration (mg/L Reported mg/L Total Chrome ) Extraction Pressure (psi) ' •5Ca �T-, � ;, Balance Standardization pH Standard' tiorl t` q 1 g = / • W 4.00 Buffer fM 50 g = 7.00 Buffer 'I.-Cu --ij. CO 100 g = ! tA-) DU 10.00 Bufferi(O loto Efficiency /!�v-i c.C•S_ Slope 5ia 7.00 Buffer after sample pH 11. Sample Relative % Difference �---^" % Spike Recovery C . L Lab Relative % Difference Solid Phase Composite Grab Initial pH ' -�3q le j j Mathematical formula for Combined Extracts: Final pri jp�_ [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = ►ng/L Total Chrome Calculations: 10U �C-) � Date f Comr letion Continued on page Reviewed by Date Analysis Date:/ l A, / V� Method 1311 Page 71 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) y Date and Sample Name L Q ) ? t3 CO3•Ytp 4uf e1.�-�t11`1 -MLPC-,ye b Initial Sample Volume (ml) 100 too il�C7 Initial Sample Weight (grams) ll ,O t lD• ll�•?� Hang -Up in Graduate (grams) 0, Corrected Sample Volume (ml) Cic(. Lf Gte't 3 Cl el Corrected Sample Weight (grams) I0,q,L2 tt.)q""1 119.9 Liquid Volume Extract "A" (ml) q'g 01p Liquid Weight grams)�i. Solid Volume " 5 ZZ Solid Weight 2(, lv 141. y Solid Density t _ fu 'L •Zo 1.610 Solids on filter (grams) IlP,3 39. Weight of Solids Used (grams) i : Theoretical Extract *B S.12 U 3u :2 Z Total Volume Calculated (*A+*B) -1(,4 -j S? Calculated Amount#2 Fluid (ml) Date & Time On Rotating Mixer 614yl2',�5 m �itq ,q 2'•tS�m �u,q 2' l5 n Date & Time Off Rotating Mixer vl ot-wti<i Final pH cl '( kJ _QO S *A Concentration (mg/L) y lu;z 0. 0`klu Lp, onto *B Concentration (mg/L) 4,o.a4b Lo.0-'J 1,0.040 Reported mg/L Total Chrome L 0, JG t p . Q'ic v ul-hp Pressure (psi) 50 5-0 Balance Standardization pH StandardizatiolI�� �I $';��ll�� QE2�t[�f 1 g = 1,00 4.00 Buffer 4, Ll •oo 50 g = 50•V 7.00 Buffer -1•01) -1•01 100 g = 10.00 Buffer i0 W 10. X Efficiency 100.0 1`i•9 Slope 5cl•5u -3y,u5 7.00 Buffer after sample pH '1,W '-I•0I Sample Relative % Difference %Spike Recovery �1t3•��5 �o Lab Relative % Difference I • I Solid Phase Composite Grab Initial pH S .2y q . -�5 Final pH 1 S U •qC Mathematical formula for Combined Extracts: [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations:,1. c� 4,2., 1CA Slgned by Date of Completion w-Jlb C\zti\\11 Continued on page. Reviewed by Date Analysis Date: /D(-Q/ �� Method 1311 Page 72 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (ml) 17� `V LO� �� 1 j r98 ( C �` r Initial Sample Weight (grams) Hang -Up in Graduate (grams} 0-16D. , Corrected Sample Volume (MI) J Corrected Sample Weight (grams) �;, Liquid Volume Extract "A" (ml) Liquid Weight grams) -Z .v Solid Volume -a a. Solid Weight - Solid Density Solids on filter (grams) Weight of Solids Used (grams) rJ� Theoretical Extract *B - Total Volume Calculated ("A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer i . Date & Time Off Rotating Mixer 8 Final pH _ - *A Concentration (mg/L) *B SLY , Dq (��C7 Concentration (mg/L) 1L>1 0. b1) v • la4 Reported mg/L Total Chrome �� . LD. 0 tJ G 0 4 Extraction Pressure (psi) 60 Balance St ndardization 1 ' �'� pH Stand rdi __�f��1l jj g S0 g = G b, 4.00 Buffer��lN/6 7.00 Buffer 1xv `�-co 100 g = 1•W 10.00 Buffer�w (f.7•� Efficiency b�Q1Z Slope 51-U4r,. ,S 7.00 Buffer after sample pH7.0� e7_00 Mathematical formula for Combined Extracts: Sample Relative % Difference _ �_- % Spike Recovery G'Q Lab Relative % Difference • �3 Solid Phase Composite Grab Initial pH _' Final pH [(Val. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')j,(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: <^ Q�� � �� •l�d ' !&�_MPJ Signed by Date liCon Continued on page Reviewed by Date Analysis Date: 9 I " I I f Method 1311 Page 73 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name TjC' aAK -rC' � ��')� �""l� ��` 1 ��`-h ot 42 9 R !� 01 i,-q -qc Initial Sample Volume (ml) Initial Sample Weight (grams) OCR Epp n 7 r'�41, r'J C I g• Hang -Up in Graduate (grams) N • rd— Corrected Sample Volume (ml) Corrected Sample Weight (grams) C?9 D CJ Liquid Volume Extract "A" (ml) Liquid Weight grams) o. Solid Volume ` Solid Weight Solid Density - �� • 1 • Solids on filter (grams) 3 Weight of Solids Used (grams) Theoretical Extract *B e Total Volume Calculated (*A+*B) C Calculated Amount #2 Fluid (MI) L-�O O(0(� `emsk I Date & Time On Rotating Mixer Date & Time Off Rotating Mixer 9 (� , 'j6 A VR bi b7E Final pH 9i'Mv I (a - 3 (9- 3 ^�L *A Concentration (mg/L) *B Concentration (mg/L) Z b. U It O /—D- OkD Lb - QC7 C-O- 04-(D I-0 - Reported mg/L Total Chrome 0! 0 7-0- LAU G•0-CA 0 LO' Extraction Pressure (psi) (D 60 Balance Standardization pH Staq�l�¢liza ((XX—A-! 1 g = 00 4.00 Buffer 50 g = SD •00 7.00 Buffer�_w 100 g = (0'0�) 10.00 Buffer%0•0) {O'er' Efficiency Slope Cj -y 51-Cell 7.00 Buffer after sample pH�`U1 �1.L Mathematical formula for Combined Extracts: Sample Relative % Difference ------� % Spike Recovery _ en -- ,p Lab Relative % Difference 2.2( Solid Phase Composite Grab Initial pH 0" 1 9� Final pH , [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]I(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Signed by Date f Co plet1on Continued on page Reviewed by Date Analysis Date: v\ / 0� / 19 Method 1311 Page 74 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name TCAX crn? -y-c Cp�,��, der i'L I Q Initial Sample Volume (ml) Initial Sample Weight (grams) tCS.S Hang -Up in Graduate (grams) , p, rota .q Corrected Sample Volume (ml) qc•} G i a c\ Corrected Sample Weight (grams Liquid Volume Extract "A" (ml) cl S Liquid Weight grams) Cjp S Cl (' 00 Cl C. S Solid Volume Solid Weight Solid Density i`-t�� ` 1H.S t$' M Solids on filter (grams) Weight of Solids Used (grams) 13. c j0. i D Theoretical Extract *B a�� aw tS• �gp Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid ml) ( ILLS -19 5 3_1 I Date & Time On Rotating Mixer q q Ict �� U3'0 1-3 �, ci t`t 1140C) 31ty Date & Time Off Rotating Mixer 9 Oki q q lq I jc.� Final pH *A q 061 (p,�g tp•'a2 OgoV S. Concentration (mg/L) *B p,pyy3 t7.0 "1-{ �. t Concentration (mg/L) Reported mg/L Total Chrome 40.O`(O <o.c�to ��.�id O.y53v Extraction Pressure (psi) G ID, D 640 Balance Standardization pH Standayrdi ati4no-19 Sample �f le 1 g } kx0a-, 4.00 Buffer ��o 4.00 Relative % Difference 50 g = SO.O 7.00 Buffer -7.w 'I.w % Spike Recovery % �. 100 g = i0D-G� 10.00 Buffer 10.E to•DO Lab Relative % Difference g Efficiency 011.3 1 ot).*3 Solid Phase Slope S-1.SY sg.4'j Composite Grab 7.00 Buffer after sample pH 1•U0 -1.01 initial pH `?, Z`? 5 Mathematical formula for Combined Extracts: Final pH - S �/ U (L , -7 [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: `CZ�� C�,^n, gp,SFD.c�t43�' 30`I.5 O.Oty) -l-]UG5 CZ�f contra ckuP 0, o3-7`i-3- ) 9) . 5 = 0 , O t \ 13 'rCdcq-`'h Signed by" Date f Co pletion Continued on page Reviewed by Date -1alysis Date: 1 / / � / ) 9 Method 1311 Page 75 of 100 otebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Ete and Sample Name Q -1S I 1-16 C -i54 ()Ic, N Hq tial Sample Volume (ml) J C7O 00, 10 tial Sample Weight (grams) G ] 1ZA I / 'a ing-Up in Graduate (grams) >rrected Sample Volume (ml) 61 ' yrrected Sample Weight (grams) dq Gj t t b• �j Co quid Volume Extract "A" (ml) �,J Q� q 0 Q luid Weight grams) q )lid Volume 2.0 _ ,lid Weight, V flid Density Aids on filter (grams) r Q , Le eight of Solids Used (grams) ieoretical Extract -B ital Volume Calculated ('A+*B) (� 3lculated Amount #2 Fluid (ml) A b - 112.4 ate & Time On Rotating Mixer q M ate & Time Off Rotating Mixer t) 71b Q I fQ I Pll-/�b -TOWq 67.' ,lal pH r Concentration (mg/L) r, bye' .040 Concentration (mg/L) D • CL] 5 Q Dported mg/L Total Chrome n -(,1 C-111-10L , (� draction Pressure (psi) DU U Balance Standardization pH Staanda al izatioo? 1 g = T OD 4.00 Buffer//(( 50 g = 60 , 7.00 Buffer '7• dD 1 t ) 100 g = � W . w 10.00 Buffer L(Z.00 10, C Efficiency 97 'L ct) 2- Slope 6n.154 ST7 l 7.00 Buffer after sample pH -)• 01 -7- 0j Aathematical formula for Combined Extracts: Sample Relative % Difference' % Spike Recovery o--7' Lab Relative % Difference Solid Phase Composite Grab initial pH . C (:) _P,.Z Final pH (c —& Gl b. [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome ;alculations:�cJlJOle -e, 6 1, (.4U-�� AC D co) Lpey Date cComp etio�h Continued on page Reviewed by Date Analysis t]ate: Method 1311 Page 76 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name Initial Sample Volume (ml) Initial Sample Weight (grams) Hang -Up in Graduate (grams) "lip T� aa ^ �6-,IG- l ap i O� �� q Z3 r'g Corrected Sample Volume (ml) Corrected Sample Weight (grams) to— "• 36d, Liquid Volume Extract "A" (MI) Liquid Weight grams) Solid Volume Solid Weight � p t f q Solid Density Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) D 1 r, Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date & Time Off Rotating Mixer Final pH *A Concentration (mg/L) *B Concentration ( 9 ) /L m Reported mg/L Total Chrome Pressure (psi) o� 9A l v - CA 0 Isb { 3 nt b 0�1� - b O b� (�- b q ono Y � . LAExtraction Balance Standardization pH Standartl fat' 1 9 =� _ 4.00 Buffer GV �. 50 g =GO • rO 7.00 Buffer-7-CO 100 g = (60 10.00 Buffercu.02 )U,� Efficiency k32 1 VL6 Slope 7.00 Buffer after sample pH`^}. 00 Sample Relative % Difference % Spike Recovery 90 Lab Relative % Difference b�^ Solid Phase Composite Grab Initial pH � •4-�� R r�, Final H �i- (� l(o —) Mathematical formula for Combined Extracts,, p 1110. � [(Vol. `A') x (Conc. 'A') + (Vol. 'B' theo jd Conc. 'B')],(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations:` C66 cb�..-?-- �J1�04,����'�`� �=�.W}>C16CcMb9a CPr- (3oAX o. to a� 1 ?VS ) = a• 0393 94 0"S 1 40?"Iion Signed by Dat Continued on page Reviewed by Date Analysis Date: _d / -�! !� Method 1311 Page 77 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name CV Initial Sample Volume (ml) pQ Initial Sample Weight (gram Hang -Up in Graduate (gr . ) Corrected Sample Volume 1) Corrected Sample Weight grams) Liquid Volume Extract "A" (ml) a GJ 3 Liquid Weight grams) Solid Volume Solid Weight Solid Density Solids on filter (grams) Weight of Solids Used (grams) - t Theoretical Extract " B cp Total Volume Calculated ("A+" B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer ct 4 W q M u Date & Time Off Rotating Mixer b f 0 Final pH "A Concentration (mg/L) `B Concentration (mg/L) C0 - U -tom b , �� Lb _ (Dp Z-0 CA Reported mg/L Total Chrome Ld Extraction Pressure (psi) Balance Standardization pH St a ardi ati n Q /nil , I�I%l 1 9 = -DU 4.00 Buffer4•iZ.) r}_L�, 50 g = !�-b • L7,--, 7.00 Buffer 100 g = OD H--- 10.00 Bufferm:~ 2 10. W Efficiency Slope S�- 7.00 Buffer after sample pH Mathematical formula for Combined Extracts: Sample Relative % Difference _r % Spike Recovery J Q&. Lab Relative % Difference & I b Solid Phase Comp2s1te �SGrab Initial pH -�' C,� • Final pH 71 (Fi (, l� [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: stania )U1 i liq igned by Date If Co pietion Continued on page Reviewed by Date Analysis Date. , l Method 1311 Page 78 of 100 Notebook No. Continued from aQe P � _ TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name �, �� 14 T+ue ,_ i -tcc-()(1C• t v Initial Sample Volume (MI) f co Initial Sample Weight (grams) 1, C Ct; t a, (b 1 Hang -Up in Graduate (grams) , UC b,(G j Corrected Sample Volume (ml) 0— q Rq � Corrected Sample Weight (grams) 0 • Z,'ZV Liquid Volume Extract "A" (ml) ?, �� A Liquid Weight grams) `�j (� a - C �} Solid Volume 40 Solid Weight Solid Density Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B A upl_ a , Total Volume Calculated (*A+*B) `I t 0 2,0 Calculated Amount #2 Fluid (ml) < 3 . DO Date & Time On Rotating Mixer ) 60 1 n Date & Time Off Rotating Mixer J0 7 , r' f% 3b c 3 Final pH _ *A Concentration (mg/L) 01 0 G-0 . 01 L 1?, U 10 *B Concentration (mg/L) �1 0 L.0, 0 1 0 AD • b / U Reported mg/L Total Chrome Z 1l.- L2 / C� 1 a G0, (— Extraction Pressure (psi) Balance Standardization pH St nc Idi g$;o y �� 1 g =1 0 4.00 Bufferv� Uh� 50 g = lb • Dy 7.00 Buffer l 9 -7 100 g 10.00 Buff e7L,V & Efficiency f U7--'3 bZ Z Slope 7.00 Buffer after sample pH r%- 0 Mathematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery 1122 - Lab Relative % Difference-7 Solid Phase Composite Grab Initial pH P�, Zl Final pH - • 3 [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')j,(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Si ed by Dat f Co le ion Continued on page Reviewed by Date Analysis Date:)bb / 14 / Method 1311 page 7` Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name 3 LG 10 .- I� I UA� Initial Sample Volume (MI) Initial Sample Weight (grams) f �0 t90 b`.-J � t Hang -Up in Graduate (grams) D d Corrected Sample Volume (ml) '1 t Corrected Sample Weight (grams) (� �?j Liquid Volume Extract "A" (ml) q 1.5 93.45 -7-7- q© Liquid Weight grams) 3 3 --7 (-7 Solid Volume ry Solid Weight d- Solid Density L� Solids on filter (grams) Weight of Solids Used (grams) q 4 Theoretical Extract *B ,Ran /154 Total Volume Calculated (*A+*B) r* = Calculated Amount#2 Fluid (m1) >' Date & Time On Rotating Mixer in 4-1 /4100 0 Date &Time Off Rotating Mixer rp S �j p s ' _. A Cl)30 '' i Uftb-�17t3Final pH *A Concentration (mg/L) '�n�' . � I , *B Concentration (mg/) 0. Z—a - p Z-b - Reported mg/L Total Chrom - , Z-6 - 04 _ 6 _ U C� Extraction Pressure (psi) t, '1 -o a Balance Standardization pH Stan r 19 t and tirLg4Cjl` Sample 1 g =�� 4.00 Buffer 4X_ Relative %Difference 00 g = SQ,L) 7.00 Buffer 7•t -•L7'� % Spike Recovery �f �• 100 g = [_ 10.00 Bufferf�V� (� Lab Relative % Difference �. Efficiency ��� L �� 2 Solid Phase Slope ��'�� 1 y- 11 Composite Grab 7.00 Buffer after sample pH 1 W I' T Initial pH n cJ a FinalpH Mathematical formula for Combined Extracts: tr [(Vol. 'A') x (Conc. 'A') t (_y_o�l�`'mheo.) x (Conc. 'B')1/(Voi. 'A' +Vol. 'B' theo.) mkYotal Chrom �C�� (Cr Calculations: Analysis Date! / } Method 1311 Notebook No. 109 Page 80 of 100 TOXICITY CHARACTERISTICContinued from page LEACHING PROCEDURE (TCLP) Date and Sample Name 1 Initial Sample Volume Ib IA-Zo 1`1 I .. (ml) 10�-_> r nitial Sample Weight (grams) Hang -Up in Graduate (grams) Corrected Sample Volume (ml) Corrected Sample Weight (grams) Liquid Volume Extract 'A" Liquid Weight grams) (j Solid Volume Solid Weight Solid Density Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) r Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer Date & Time Off Rotating Mixer r Final pH *A Concentration (mg/L) *B Concentration (m9/L) � � Reported mg/L Total Chrome . G b Extraction Pressure (osil Balance Standardization /— PH St�nda zat' 1���L li 1 g 50 g = eo O 4.00 BuffeA Ub �. O 100g=IDO,00 ---- 7.00 Buffer 7 W 10.00 Buffer! b. -- , tj lb.Cb Efficiency Cy 3 c')_ S_ Slope 51 S G '27,G4 7.00 Buffer after sample pH_�-ub 2-(- ©► Sample Relative % Difference % Spike Recovery A Lab Relative % Difference [ / .J Solid Phase Composite Grab Initial pH -3 (:) S _3 �2 Mathematical formula for Combined Extracts: Final pH {q.01(` _ I [(Vol. 'A') x (Conc. 'A') + —, (Vol. 'B' theo.) x (Conc. 'B') Calculations: j/(Vol 'A' + Vol. 'B' theo.) = mg/L Total Chrome C]. Continued on page��� •• Signed by O 1 Date of Com felion Reviewed by } p b; 9 Lj Analysis Dater 0 /gib/ 1(:� Method 1311 Page 81. of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name L� uS�IZ la a(- to a� t9 T(, �°; ` t �� 2t- "-I "Tte �` 9 Initial Sample Volume (ml) ©O D Initial Sample Weight (grams) Hang -Up in Graduate (grams) tp, cj D.'1'1 Corrected Sample Volume (ml) > Corrected Sample Weight (grams) q' ,L . Liquid Volume Extract "A" (ml) co Liquid Weight grams) I(D R4 Solid Volume4 Solid Weight , 0`j �J Solid Density ` "1� 1c'I Solids on filter (grams) y I. 40 Weight of Solids Used (grams) Theoretical Extract *B kC7 Total Volume Calculated (*A+*B) i�'�D 'j0 Calculated Amount #2 Fluid (ml) 40 —190. B a Date & Time On Rotating Mixer r l p Date & Time Off Rotating Mixe D Final pH01- *A Concentration (mg/L) U 0 p , b ZA *B Concentration (mg/L) O Lb . b c) ,0 Reported mg/L Total Chrome -C� LLb - t Extraction Pressure (psi) Balance Standardization pH S`�r� a4Pati 1 g = 1f - C)y 4.00 Bufferlld{ -bO 4 509 =��V 7.00 Buffers 0b -I.bk_ 100 g = 10(2, CD 10.00 Buffed] z_ 1�_._% Efficiencyc 991 9_Lg_ Slope v�A 69 A 7.00 Buffer after sample pFn-'DL-) I -b' Mathematical formula for Combined Extracts: Sample Relative % Difference- q % Spike Recovery i _ C) Lab Relative % Differences_ Solid Phase Composite Grab Initial pH 'r , ?,'A Final pH 6•�� (0-4 i [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: C O Signed by Date of Co Wetion Continued on page Reviewed by Date Analysis Date: Ik / &- / 1 1 Method 1311 Page 82 of 100 Notebook No. 109 Continued from page TOXICITY RHA CT,ERISTIC LEACHING PROCEDURE T n Pl Date and Sample Name `��, (,;, -t13 I9 -c(c Q-'ri k )W c2t'-`\ 3 I II.? I - 1 1 Initial Sample Volume (ml) 1 C ixr- ©v Initial Sample Weight (grams) C' _ ('v' Hang -Up in Graduate (grams) 4- Q,G Corrected Sample Volume (ml) Cj Corrected Sample Weight (grams) 1"7, 0 Liquid Volume Extract "A" (ml) Liquid Weight grams) S �• ^'� Solid Volume Solid Weight sd3 CD Solid Density r- . Solids on filter (grams) H(� t� Weight of Solids Used (grams) rL ` Cj Theoretical Extract *B " Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) 10011 Date & Time On Rotating Mixer k1b, I jl' NCO ,\ I k r, k ` (P Date & Time Off Rotating Mixer I 15- -ujkctILW 1 ` qp It 4 Final pH 0 *A Concentration (mg/L) 4-(:) 6, 040 Zp , D L *B Concentration (mg/L) LV, o-1-0 La _ 04.0 Reported mg/L Total Chrome Zp 040 G-b 04, v /--b _ Q Zt v Extraction Pressure (psi) U Balance Standardization pH StInda PT, io-II)1 1 9 = r ' 4.00 BufferI�i� 50 g = �' ��Q 7.00 Buffer 100 g 10.00 Buff0oj OU t 0-L-)-� EfficiencycA 2 p•(o Slope 7.00 Buffer after sample pH-).Q( � Sample Relative % Difference % Spike Recovery _ _8 Lab Relative % Difference 16, Solid Phase Composite Grab Initial pH Final pH n . Mathematical formula for Combined Extracts: [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Signed by Date f Co pletion Continued on page Reviewed by Date Analysis Date; Method 1311 Page 83 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) )ate and Sample Name t tl •-io 11 'jam t Lc� D w 1 - '0)� L:, Lett I �M M I nitial Sample Volume (ml) l La-;) 'J / nitial Sample Weight (grams) �j l5_ LU -fang-Up in Graduate (grams) _32 btu ,,orrected Sample Volume (m1) "� _ ,orrected Sample Weight (grams) I(o .iquid Volume Extract "A" (ml) dp .iquid Weight grams) Solid Volume Solid Weight J C Solid Density '�) 9. 4 Solids on filter (grams) t_ Ct - Neight of Solids Used (grams) ra;1 a .� Theoretical Extract *B ALID . rota) Volume Calculated (*A+*B) 0 U calculated Amount #2 Fluid (ml) t1tQ )ate & Time On Rotating Mixer It m hci lab MITIR got Ad 0 fl� ]ate & Time Off Rotating Mixer =inal pH 'A Concentration (mg/L) D. 103 0. C� O . 1 C"3;a 'B Concentration (mg/L) Z V ,(DkQ ,D 0 - ' )� Reported mg/L Total Chrome 03 _ n D kl,) D . Ci xtraction Pressure (psi) v p Balance Standardization ,,-.,f pH Sta� JL t aL� 3 �� t A 1 g = ��• l.J" 4.00 Buffer4. h- 50 g = S U • C' o 7.00 Buffer` LPR -T- 100 g 10.00 Buffejb U) D Efficienc `115 9 Slope 6&o? 7.00 Buffer after sample pH '7.01 - j.b j Mathematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery Lab Relative Relative % Difference Solid Phase Composite Grab Initial pH e. 2A Ll Final pH y b 11 to. 4 ((Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')J/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome�14 Calculations:' -\O-Q -C(,tqSb v, \ C\ Signed by Date o Corn letion Continued on page Reviewed by Date Analysis Date: I 11 Y1,/ J I Method 1311 Page 84 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name (k11V V1 �� �`� � `��[l��i jC ill iHV Initial Sample Volume (MI) Initial Sample Weight (grams) j 70• Hang -Up in Graduate (grams) L C� Corrected Sample Volume (ml) �� Z Corrected Sample Weight (grams) --< 110, It ,(+ - Liquid Volume Extract "A" (ml) Liquid Weight grams) Solid Volume Solid Weight Solid Density Solids on filter (grams) ; Weight of Solids Used (grams) Theoretical Extract *B Total Volume Calculated (*A+*B) 44 0 1 (:~„ Calculated Amount #2 Fluid (ml) l Date & Time On Rotating Mixer �� (� �' t2. 1�i l,' ) 4% `�; 4•=� ' Date & Time Off Rotating Mixer j } t (l (si i "I Final pH *A Concentration (mg/L) �, (; L ([� V Q, 011 b *B Concentration (mg/L) Reported mg/L Total Chrome U4 C Z C�. r,,4 D Extraction Pressure (psi) Balance Stand dization L) C. pH Standardization t, 1 g = 4.00 Buffer{ 50 g = ��� (- 7.00 Buffer" 7-UG 1 ' 100 g = 10.00 Buffet'-r-C ;C,-C- > Efficiency n-�� 0C� � Slope 7,00 Buffer after sample pH -%,t'">' Sample Relative % Difference % Spike Recovery Lab Relative % Difference' Solid Phase Composite Grab Initial pH 4 C' , j� rf • �ji�/ Final pH Mathematical formula for Combined Extracts: [(Vol. 'A') x (Cone. 'A') + (Vol. 'B' theo.) x (Cone. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: Signed by �— Date f Comkletion Continued on page Reviewed by Date .nalysis Date. f f /g6/ �� Method 1311 Page 85 of 100 lotebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) ate and Sample Name �fl a5N � r i - -(CQ 6&— -ate 1�i , t itial Sample Volume (m1) p Do itial Sample Weight (grams) ang-Up in Graduate (grams) d rs :)rrected Sample Volume (ml) t (p :)rrected Sample Weight (grams) D CJ quid Volume Extract "A" (ml) C/91,15 quid Weight grams) /a p 1, —7 Aid Volume Ad Weight o) 3 0.3 Ad Density . no a, 4 3 Aids on filter (grams) �, 'eight of Solids Used (grams) -0 (, ieoretical Extract *B -SalLt )tal Volume Calculated (*A+*B) QR alculated Amount #2 Fluid (ml) 0� A 20 ate & Time On Rotating Mixer ( PS ffi 14 3b 1 ICt l j (l 1 ' w'6cy ate & Time Off Rotating Mixer p-�t5 t� (� t fv Cl -1k IS nal pH illlCk ( —� Concentration (mg/L) 4o Lt tAl D Concentration (mg/L) L - • -. /} D L.p . D Z. LA-p :ported mg/L Total Chrome ok 4U Zb. belb L_ Q-'i ctraction Pressure (psi) 0 C7 Balance Stand-,Iarrdization �" pH Sta ditr ation� 9 1 g = / 4.00 Buffer U� 50 g 7.00 Buff -bl 1-0� 100 g = %�' �D 10.00 Buffer(b.W jb •zo Efficiency /S'7 Slope SL-�u E5�•S-q 7.00 Buffer after sample pH - Ca ~%- UD Sample Relative % Difference % Spike Recovery ?,�3 • g Lab Relative % Difference P. 00 Solid Phase Composite Grab / Initial pH �. S I `1 • Final pH-7 lathematical formula for Combined Extracts: [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')],(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome :alculations: Signed by Date olkCom ietion Continued on page. Reviewed by Date 1 Analysis Date: ) Z/ Z—/ `i Method 1311 Page 86 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name t,(� ,' J��;�Z1 l ' (1 12fR l7-2 � Initial Sample Volume (ml) 0 j `70 Initial Sample Weight (grams) (� 0 _ b Hang -Up in Graduate (grams) O j Corrected Sample Volume (ml) 5. b , Corrected Sample Weight (grams) b (,. b Liquid Volume Extract "A" (ml) P 7. 0 " _ Q Liquid Weight grams) �, g Solid Volume 9, l f♦ (�, "' Solid Weight �, ; Z . Solid Density S rolr j Solids on filter (grams) 2 Weight of Solids Used (grams) 7g , :� Theoretical Extract *B Total Volume Calculated (*A+*B) `5 4t3 (p A Calculated Amount #2 Fluid (ml) LI. 9(e Z G9 Date & Time On Rotating Mixer )2 b 2 10 L) Date & Time Off Rotating Mixer I I ' 1' 2 '] � ' 173 Final pH *A Concentration (mg/L) ��, p �j �Gj•� V, bZ40 *B Concentration (mg/L) Gt; . 021 U Gb • 04 C Lb, 64r U Reported mg/L Total Chrome La. OLi p Gb . A 0 2-6. �- j Extraction Pressure (psi) U Balance Standardization pH Stand �iatip�,5�,,'�, Sample / 'i I G� Relative %Difference Spike Recovery li>2. b Lab Relative % Difference 7• e- - Solid Phase Composite Grab Initial pH . L, I G ,SC( Final pH _G � - �.(D � Mathematical formula for Combined Extracts: [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol, 'A' + Vol. 'B' theo.) = mg/L Total Chrome 1 g = � 4.00 Buffer • � �_ 50 g = �• �() 7.00 Buffers -DO 10Q g = � U� 10.00 Buffer�0- �'0 �o• � i Efficiency ��2.4 I ��• Slope � �� 7.00 Buffer after sample pl�• b � � �� Calculations: �� 12 Signed by Date Co p etion Continued on page Reviewed by Date analysis Date: R/ / �1 Method 1311 Page 87 of 100 ,,Totebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) ,ate and Sample Name t # �� a fi Carte Ic --- c.� � q —0c G iitial Sample Volume (ml) CCU dtial Sample Weight (grams) a ang-Up in Graduate (grams) Q.. orrected Sample Volume (ml) c p c� orrected Sample Weight (grams) L I 1S quid Volume Extract "A" (ml) O 1 y 0 quid Weight grams) c7� olid Volume 1 olid Weight -1 olid Density 1C�C3 LA olids on filter (grams) 46 Height of Solids Used (grams) :.� ieoretical Extract *B 3tal Volume Calculated (*A+*B) '� l alculated Amount #2 Fluid (ml) ate & Time On Rotating Mixer Z ib Z ate &Time Off Rotating Mixer � 14�� 1 l� 2 0 W nal pH 4 Concentration (mg/L) 1, Concentration (mg/L) .0 - t4-0Z0 j_ sported mg/L Total Chrome ;traction Pressure (psi) U Balance Standardization pH S�2rlr, ,Vza,� 1) I l9 1 9 = 1- 4.00 Buffer)) CLI tll. t t 509 = 5 • W.,'� 7.00 Buffer 100 g = /c�t� 10.00 Buffer%{?,L EfficiencyCj��� �j7•(a2 Slope9'I� �(0 7.00 Buffer after sample pH 1•C0 —I-CA athematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery ( �f7 _ Lab Relative % Difference Solid Phase omposite r�Gra Initial pH % _ C5. q7 Final pH �• �, to e [(Vol. 'A') x (Conc. 'A') + (Vol. 'S' theo.) x (Conc. 'B')J/(Vol. 'A' + Vol. B' theo.) = mg/L Total Chrome alculations: Signed by 1 0 Date pt Cdapletion Continued on page Reviewed by Date alysis Dater/ in/ n Method 1311 Page 88 of 100 tebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) e and Sample Name 4� �CC� ' cc —P i Ce p TU V (n6L 12 1 al Sample Volume (m1) Uv DU al Sample Weight (grams) (l b.�CJ`} a(p. 1-7 ig-Up in Graduate (grams) Q_ ' 3 0_ tab 'rected Sample Volume (ml) , 21 J 1 "� 'a-- -19--.`t -rected Sample Weight (grams) t p _ ' t aid Volume Extract "A" (MI) 9&3D , CD .lid Weight grams) id Volume (o •j. �� G't id Weighta- id Density ctl ids on filter (grams) rl •S�=t _Ci '1 G U light of Solids Used (grams) Qtai soretical Extract *B r bZ 10 al Volume Calculated (*A+*B) A. �, ) ,`� U�� Iculated Amount#2 Fluid (ml) AQ.cc to & Time On Rotating Mixer I Z11111hy 7 1 f, V 'j i F (� d to & Time Off Rotating Mixer > 6 iq 2 Ir , I b Z 1 )c W D al pH Concentration (mg/L) .0 b D fib. Concentration (mg/L) 0 a-0 v -y.. C 40. 040 ported mg/L Total Chrome L .0 b N-0 :raction Pressure (psi) p D C7 cU ==J 3alance Standardization pH $t�dar o Tat t2 l �j icy °� 1 g = % • �� 4.00 Buffer 4:W c(. 50 g = D - UD 7.00 Buffer-1• 1--X) 1 100 g = 100'QQ 10.00 Buffer)Q W tLLO Efficiency %a)-1 'S Slope '5" • ZZ 7.00 Buffer after sample pH"� a Sample Relative % Difference. r % Spike Recovery Lab Relative % Difference ------ Solid Phase Composite Grab Initial pH �. a � o Final pH 3 athematical formula for Combined Extracts: [(Vol. 'A') x (Cone. 'A') + (Vol. 'B' theo.) x (Cone. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome alculations: V Signed by bat of "PIE t inn, Continued on page Reviewed by Date Anglysis Dater/96 n Method 1311 Page 89 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) )ate and Sample Name p MTV nitial Sample Volume (ml) p �© nitial Sample Weight (grams) c� _ gang -Up in Graduate (grams) :orrected Sample Volume (ml) C. 01 (� , c�c` :orrected Sample Weight (grams) jC)(p a iquid Volume Extract "A" (ml) 61v d iquid Weight grams) >olld Volume 5 solid Weighty solid Density j solids on filter (grams) Veight of Solids Used (grams) heoretical Extract *B otal Volume Calculated (*A+*B} calculated Amount #2 Fluid (ml) r 040 l �l �� 0 )ate & Time On Rotating Mixer ate & Time Off Rotating Mixer 1'-01 a inal pH k Concentration (mg/L) O TU 3 Concentration (mg/L) f7 b eported mg/L Total Chrome xtraction Pressure (psi) V v O;Q Balance Standardization pH Sfan�i_�rc�jzatign 1 g = fW 4.00 Bufferjt�11_ 'Jq�`yt 50 g = �s��1�� 7.00 Buffer `�-UD -1 100 g = LtL ' 10.00 Buffer Q D rD rL" Efficienc '1 -3 ';PaP Slope 7.00 Buffer after sample pH 01 �I Mathematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery )tj LI) Lab Relative % Difference T) Solid Phase Composite Grab Initial pH� Final pH--7-• 3 7-0 [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome :alculations; a� Date of ompl ton Continued on page, Reviewed by Date Analysis Date: JLj?4_) J \5 Method 1311 Page 90 of too Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name (Z I 7 —A F( �` l z 2 �� ,� �,• t C1 Initial Sample Volume (ml)--I Cam, Initial Sample Weight (grams) tall v Hang -Up in Graduate (grams) = Gj U Gj Corrected Sample Volume (ml) ok 1 rD Corrected Sample Weight (grams) Liquid Volume Extract "A" (m1) Liquid Weight grams) �'1i • `�` ` t t . 1 `E: Solid Volume Solid Weight Solid Density Solids on filter (grams) ` 3 '✓� i �, c� �� Weight of Solids Used (grams) c•t �� 1+�? Theoretical Extract *13 Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml)--- Date & Time On Rotating Mixer Date & Time Off Rotating Mixer (� �({ �`�i�j L t Final pH 71 'A Concentration (mg/L) U. C CV 'B Concentration (mg/L) /.,U -CqL z _ �y (J Z- 6 • 01({ { deported mg/L Total Chrome t-4 0 �� J Extraction Pressure (psi) Balance Standardization �,(� � g - pH St a dar Kati C ffe7_j, er t�'3)�l l 4.00 Buffe � , 50 g = ` _ 7.00 Buffer 7, L '% L a 100 = c 1 9 � 10.00 Buffer%�' t, Efficienc �, �1 e Slope 61AL 7.00 Buffer after sample pH /• G' i Mathematical formula for Combined Extracts: Sample Relative % Difference % Spike Recovery \VS-Q"3 Lab Relative % Differences! Solid Phase Composite Grab Initial pH //; ! r:. j Final pH [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo.) x (Conc. 'B')]/(Vol. 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: by Date of ompf Pion Continued on page, Reviewed by Date Analysis Date: I I Method 1311 Page 91 of 100 Notebook No. 109 Continued from page TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) Date and Sample Name �( jjib it i �,i it:.\�-• j (�� t L - ,' lrt7k' i1'',P�S�!''l. IC. /�-t C.k,'��.t' �; • �f� %; ,• Y% Initial Sample Volume (m1) j r I r. Initial Sample Weight (grams) tj `, Hang -Up in Graduate (grams) Corrected Sample Volume (mI) �, , j� l;'� c. ar :t Corrected Sample Weight (grams) Liquid Volume Extract "A" (m1) Liquid Weight grams) C •�'� 1i(, Solid Volume Solid Weight i `' �r i Solid Density '_ s :1 Solids on filter (grams) Weight of Solids Used (grams) Theoretical Extract *B ;t� :�; �,c� /[` j L)L Total Volume Calculated (*A+*B) Calculated Amount #2 Fluid (ml) Date & Time On Rotating Mixer i j `1 �,: V�— 141 U, It," c ! _� z( , Date & Time Off Rotating Mixer�- Final pH t :Xn *A Concentration (mg/L)� *B Concentration (mg/L) Reported mg/L Total Chrome Extraction Pressure (psi) Balance Standardization pH Standardization 1 g = ) L. t I,,. [ L�- 4.00 1341`er 2! L, ;, I-) I `L ci •L- 50 g = G ,L LL 7.00 Buffer" ] •; t.- ; i t' 100 g = I u �i 10.00 Buffed Ll.' Efficiency,/ Slope `', i f • r� .� 7.00 Buffer after sample pH %• L L t Sample Relative % Difference — -- % Spike Recovery i ..•^! i l Lab Relative % Differencet- Solid Phase Composite Grab n Initial pH Final pH Mathematical formula for Combined Extracts: [(Vol. 'A') x (Conc. 'A') + (Vol. 'B' theo) x (Conc. 'B')]/(Vol, 'A' + Vol. 'B' theo.) = mg/L Total Chrome Calculations: ` Continued on page Signed by ' ` DateSof Completion Reviewed by Date I I Annual Full TCLP and ICR Analytical Results k': g 6nvji7rochem ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmill tNay, Wilmington, NC 28405 ° 910.392.0223 Lab ° 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 6 252.473.5702 Lab/Fax 255-A Wilmington Highway, Jacksonville, NC 28540 ® 910.347.5843 Lab/Fax mfo�a,,emvironmen talchemists.com Elementis Chromium Date of Report: Jan 20, 2020 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Walt Greer Report #: 2019-20929 Project ID: Slurry to Quarry Lab ID Sample ID: Collect Date/Time Matrix Sampled by 19-53033 Site: Slurry to Quarry 12/12/2019 10:20 AM Solid/Sludge Dean Riggs Test Method Results Date Analyzed Chlordane (TCLP) SW 846 Method 8081B/3510 <0.02 mg/L 12/23/2019 Endrin (TCLP) SW 846 Method 8081 B/3510 <0.0005 mg/L 12/23/2019 Heptachlor (TCLP) SW 846 Method 8081B/3510 <0.0005 mg/L 12/23/2019 Heptachlor epoxide (TCLP) SW 846 Method 8081 B/3510 <0.0005 mg/L 12/23/2019 Lindane (TCLP) SW 846 Method 8081B/3510 <0.0005 mg/L 12/23/2019 Methoxychlor (TCLP) SW 846 Method 8081B/3510 <0.0005 mg/L 12/23/2019 Toxaphene (TCLP) SW 846 Method 8081B/3510 <0.05 mg/L 12/23/2019 1,4-Dichlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 2,4,5-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 2,4,6-Trichlorophenol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 2,4-Dinitrotoluene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 Hexachloro-1,3-butadiene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 Hexachlorobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 Hexachloroethane (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 m + p-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 Nitrobenzene (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 o-Cresol (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 Pentachlorophenol (TCLP) SW 846 method 8270/3510 <0.250 mg/L 12/19/2019 Pyridine (TCLP) SW 846 method 8270/3510 <0.050 mg/L 12/19/2019 2,4,5-TP (TCLP) SW846 Method 8151A <0.003 mg/L 12/20/2019 2,4-D (TCLP) SW846 Method 8151A <0.003 mg/L 12/20/2019 1,1-Dichloroethylene (TCLP) SW846 Method826015030 <0.01 mg/L 12/19/2019 1,2-Dichloroethane (TCLP) SW846 Method 8260/5030 <0.01 mg/L 12/19/2019 Benzene (TCLP) SW846 Method 8260/5030 <0.01 mg/L 12/19/2019 Carbon Tetrachloride (TCLP) SW846 Method 8260/5030 <0.01 mg/L 12/19/2019 Report # : 2019-20929 Paaa 1 of? :envirochem ANALYTICAL & CONSULTING CHEMISTS Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC 28405 ` 910.392.0223 Lab ° 910.392.4424 Fax 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/ Fax 255-A Wilmington Highway, Jacksonville, NC 28540 ' 910.347.5843 Lab/Fax info(a environnieritalchemists.com Elementis Chromium Date of Report: Jan 20, 2020 5408 Holly Shelter Road Customer PO #: Castle Hayne NC 28429 Customer ID: 08110009 Attention: Wait Greer Report #: 2019-20929 Project ID: Slurry to Quarry Chlorobenzene (TCLP) SW846 Method 8260/5030 <0.01 mg/L 12/19/2019 Chloroform (TCLP) SW846 Method 8260/5030 <0.01 mg/L 12/19/2019 Methyl ethyl ketone (TCLP) SW846 Method 8260/5030 <0.05 mg/L 12/19/2019 Tetrachloroethylene (TCLP) SW846 Method 8260/5030 <0.01 mg/L 12/19/2019 Trichloroethylene (TCLP) SW846 Method 8260/5030 <0.01 mg/L 12/19/2019 Vinyl Chloride (TCLP) SW846 Method 8260/5030 <0.01 mg/L 12/19/2019 RC I Cyanide EPA 335.4 0.080 mg/kg 12/20/2019 Sulfide SM 4500 S D 0.48 mg/kg 12/26/2019 Ignitability SW 846 method 1010 >190 °F 12/19/2019 pH SW 846 Method 9045D 7.88 units 01/10/2020 TCLP Metals Arsenic EPA 200.7 <1.0 mg/L 12/20/2019 Barium EPA 200.7 <1.0mg/L 12/20/2019 Cadmium EPA 200.7 <1.0 mg/L 12/20/2019 Chromium EPA 2001 <1.0 mg/L 12/20/2019 Lead EPA 2007 <1.0 mg/L 12/20/2019 Selenium EPA 200.7 <1.0 mg/L 12/20/2019 Silver EPA 2003 <1.0 mg/L 12/20/2019 Mercury EPA 245.1 <0.0002 mg/L 12/28/2019 Comment: Reviewed by: Report # 2019.20929 Pape 2 of 2 ENVIRONMENTAL CHEMISTS INC 6602 Windmill Way Wilmington, NC 28405 `f NCDENR: DWQ CERTERICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 OFFICE: 910-392-0223 FAX 910-392-4424 Analytical & Consulting Chemists COLLECTION AND CHAIN OF CUSTODY _ CLIENT: ELEMENTIS CHROMIUM PROJECT NAME:REPORT NO: ADDRESS: CONTACT NAME: REPORT TO COPY TO: WALT GREER PO NO: PHONE/FAX: E-MAIL: Sampled By: !i". .� SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream. SO = Soil. SL = Sludae. Other: Sample Identification Collection a� m F o a `o o _ c9 o o a — o a s E " ow m Z PRESERVATION ANALYSIS REQUESTED Date Time Temp z o Z i o H 0 z x 0 a Z o x x x o Annual Slurry to Quarry residual 2Qts SL G P _ 4 °`� X Corrosivity, Ignitability, Reactivity and Full TCLP Analyses See Attached Sheet 4 C P G G C P G G _ C P G G C P G G C P G G NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for instructions Transfer Relinquished By: Date/Time Received By: Date/Time 1. 2. Temperature when L-qeived: g p cce ted: Re ected Resample Requested: `., ' aT Delivered By: °1 Received By: _... Y Date i r' Timer Comments: TURNAROUND: Non -Compliance Notifications Summary of Affected Wells and Facility Map Summary of Affected Wells (Page 1 of 2) Elementis Chromium Castle Hayne Manufacturing Facility Castle Hayne, NC H&H Job No. OXY-004 Well ID Sample Date Chloride (mg/L) Iron (Ng/L) pH (s.u.) TDS (mg/L) Chromium (Ng/L) NC 2L Standard' 250 300 6.5-8.5 500 10 SiteSpecific Standard' NE 3,300 / 7,300 / 10,500 NE NE NE 07/10/17 7.3 22,100 5.92 1,050 10 U 11/06/17 14.6 20100 6.21 948 10U 07/02/18 8.3 21,300 6.31 935 10 U MW-1 (CPW-13S) 11/05/18 7.1 20000 6.40 948 11 12/20/18 10 U 07/16/19 6.5 22,500 6.43 952 10 U 11/11/19 8.3 25900/26200 FF 6.31 978 10U/10U 07/12/17 141 3.390 7,11 747 10 U 11/09/17 129 31660 7,38 668 10 U 07/03/18 147 3,700 7.18 656 10 U 11/06/18 141 3,560 7.00 6" 10 U MW-2 (CPW-14S) 07/15/19 150 3,660 7.00 686 37 08/15/19 3,790 / 3,770 FF 7.18 12 / 10 U FF 09/02/19 3,800 / 3,600 FF 5.36 276 / 10 U FF 09/16/19' 3,590 / 3,220 FF Z54 1 U / 1.5 U FF 09/16/19 3,920 / 3,750 FF 7.54 2 U 12 U FF 11/15/19 165 3,650 13.590 FF 7.03 706 10 U / 10 U 07/12/17 219 100 U 7.73 751 1 o U 11/09/17 187 100 U 7.72 504 10 U MW-3 (CPW-15S) 07/04/18 196 100 U 7.88 471 10 U 11/06/18 21.2 1,660 7.31 132 10 U 07/20/19 95.1 670 7.79 425 IOU 11/15/19 107 1,530 7.87 442 IOU 07/13/17 230 590 7.20 740 10 U 11/08/17 223 570 7.39 708 10 U 07/04/18 223 560 7.42 756 10 U MW-8(CPW-8DR) 11/07/18 184 0.90 7.54 782 10U O5/07/19 1,490 / 1,010 FF 7.99 808 10 U / 10 U FF 07/18/19 209 1.140 7.38 768 10 U 11/14/19 220 780 7.30 780 10 U 07/13/17 211 350 7.10 1,870 10 U 11/08/17 198 100 U 7.68 1,770 10 U 07/04/18 206 100 U 7.54 1,800 10 U 11/07/18 202 380 7,88 1890 19 12/20/18 16 MW-9 01/28/19 - 100 U 8.21 2070 15 (CPW-9D) 03/19/19 100 U 7.07 1,730 17 05/07/19 560 / 100 U FF 7.72 1,750 11 / 10 U FF 07/18/19 178 100 U / 100 U FF 7,14 2,010 19 / 10 U FF 08/15/19 100 U / 100 U FF 7.09 15 / 10 U FF 9/2/2019 100 U / 100 U FF 7.48 10 U / 10 U FF 11/14/19 216 100U/100U FF 7.16 1880 10U/10U FF 07/12/17 120 100 U 9.72 1,280 10 U 11/08/17 113 100 U 10.75 1,220 10 U 07/04/18 116 100 U 10.26 1,200 IOU 11 /07/18 fit 100 10.71 1,180 18 12/20/18 31 MW-10 (CPW-10D) 01/28/19 100 U 10.41 1,670 18 03/19/19 220 10.17 1270 42 05/07/19 130 / 100 U FF 9.10 1,340 13 / 10 U FF 07/15/19 196 100 U / 100 U FF 8.30 1,400 10 U / 10 U FF 11/14/19' 50.0/50.0U FF 10.00 9.5/5.0U FF 11/14/19 127 100 U / 100 U FF 10.00 1,250 10 U / 10 U FF 07/11/17 4.6 7,990 6.83 234 10 U 11 /07/17 4.3 8,280 6.92 323 10 U MW-11(CPW-1 S) 07/02/18 41.4 9040 6.85 333 10U 11/05/18 4.3 7,780 7,22 362 10 U 07/17/19 4.7 10,800 6.77 382 10 U 11/11/19 5.2 9060 6.72 376 10U 07/11/17 5.1 6,480 6.85 992 10 U MW-12 11/07/17 4.9 11,400 7.22 920 10 U 07/03/18 6.2 10100 7.12 913 10 U (CPW-12D) 11/05/18 5.9 8,160 7.36 899 10 U 07/17/19 5.1 100 U 7,39 900 10 U 11/13/19 5.7 100 U 7.44 907 10 U 07/10/17 171 1,170 6.74 1,040 10 U 11/06/17 157 1,110 6.85 1,050 10 U MW-13 (CPW-13D) 07/02/18 167 1,220 6.78 1,060 10 U 11/05/18 155 1,090 6.91 1,070 10 U 07/16/19 148 1,220 6.87 1,130 1 o U 11/11/19 159 1,270 6.78 1,190 IOU 07/12/17 159 3,270 7.00 1,070 10 U MW-14 11/08/17 152 3,540 7.35 1,120 10 U 07/03/18 160 3460 6.9t 1,250 to U (CPW-14D) 11/06/18 10.2 1.110 8.10 176 10 U 07/15/19 170 3.180 6.90 1,350 10 U 11/15/19 180 3,340 6.90 1,390 10 U 07/12/17 152 510 7.43 664 10 U 11/09/17 137 100 U 7.46 706 10 U 07/04/18 128 100 U 7.33 745 10 U 11/06/18 56,8 550 7.98 364 10 U MW-15 (CPW-i5D) 05/07/19 640 / 360 FF 7.40 781 10 U / 10 U FF 07/15/19 ill 390 7,03 737 232 O8/15/19 170 / 160 FF 7,19 10 U / 10 U FF 09/02/19 100 U / 100 U FF 7.51 10 U / 10 U FF 11/15/19 122 100 U / 100 U FF 7.14 716 10 U / 10 U FF 07/13/17 136 1.210 7.14 1,350 11 11/10/17 491 5.640 1,980 10 U MW-16 07/03/1it 485 4 950 %4 7.47 1 950 10 U (CPW-6S) 11/08/18 422 4 270 8.26 1 790 IOU 07/19/19 106 630 6.69 1 070 to U 11/15/19 207 1 020 6.77 1 130 10 U Attachment A (Page 1 of 2) r vropca,oaynwnwwrrywue rry �++v sarrpnp,xor av+v. m, vs�n.re ry d Mern a wek Hart & Hickman, PC Summary of Affected Wells (Page 2 of 2) Elementis Chromium Castle Hayne Manufacturing Facility Castle Hayne, NC H&H Job No. OXY•004 Well ID Sample Date Chloride (mg/Ll Iron (pg1L) pH (s.u.) TDS (mg/L) Chromium (pg/L) NC 2L Standard' 250 300 6.5.8.5 500 10 Site -Specific Standard' NE 3,300 / 7,300110,600 NE NE NE 07/11/17 4.0 1.670 6.98 826 10 U 11/07/17 3.2 4,670 7.08 694 10 U MW-17 (CPW-7S) 07/03/18 3.8 620 7.11 656 10 U 11/08/18 41 540 7.57 668 10 U 07/17/19 N 2 390 6.99 501 10 U 11/13/19 4.3 6,730 7.19 461 IOU 07/13/17 84 100 U 7.39 413 IOU MW-18 (CPW-8S) 11/08/17 93.2 100 U 7.70 388 1 O U 07/04/18 74.4 100 U 7.69 319 IOU 11/07/18 88,0 100 U 7.62 351 IOU 07/18/19 40.4 100 U 7.47 293 IOU 11/14/19 31.7 100 U 7.34 304 IOU 07/13/17 61.4 330 7.17 472 IOU 11/08/17 87.5 1 100 U 8.15 415 IOU MW-19 (CPW-9S) 07/04/18 87.5 t00 U 8.20 402 IOU 11/07/18 84.2 210 7.81 414 IOU 07/18/19 21.7 1,090 6.91 631 IOU 11/15/19 27.9 810 7.11 507 IOU 07/12/17 91.9 1,230 6.86 476 IOU 11/08/17 85,2 1,100 7.83 460 IOU MW-20 (CPW-10S) 07/04/18 81.4 730 7,21 461 IOU 11/07/18 78.9 980 6.86 427 IOU 07/15/19 7646 100 U 6.94 446 IOU 11/14/19 72.5 100 U 7.00 421 IOU 117/12/17 196 2,720 7.34 1,290 IOU 11/10/17 779 11,100 7.29 2,380 10U MW-21(CPW-5S) 07/03/18 915 10,400 7.21 2,500 IOU 11/05/18 1,380 16,800 7.04 3,430 IOU 07/18/19 146 1.000 7,39 1,080 IOU 11/14/19 149 2.440 7,36 1,050 IOU 07/11/17 10.7 4,250 7.04 435 IOU 11/07/17 9.9 5.050 7.11 409 IOU MW-22 (CPW-2[)) 07/02/18 10.5 4,860 7.10 414 IOU 11/06/18 13.5 5,120 7.30 767 IOU 07/16/19 10.6 5,000 6.99 472 IOU 11/11/19 11.8 4870 7.01 474 10U 07/11/17 25.4 2.520 7.17 651 IOU 11/06/17 22.3 3,520 7.20 641 IOU MW-23 (CPW-3D) 07/02/18 2913 820 7.28 603 10 U 11/05/18 26,3 2480 7.54 595 10U 07/16/19 28.3 3.590 7,13 616 10 U 11/11/19 35.5 2,970 7.13 611 10 U 07/11/17 15,2 100 U 6.99 395 6,360 11/06/17 14A 100 U 7.08 396 6,630 MW-24(CPW-4D) 07/02/18 19.5 1000 7,12 408 4320 11 /05/18 20.0 100 0 7.40 408 3,880 07/17/19 22.4 100 U 7.49 404 3,160 11/11/19 27A 1000 7.32 423 3430 07/12/17 996 100 U 7.77 2,470 I O U 11/10/17 937 100 U Z63 2.290 IOU MW-25 (CPW-5D) 07/03/18 908 700 7.23 2 240 IOU 11/08/18 532 690 7.45 1 "0 10 U 07/18/19 568 100 U Z55 1 510 10 U 11/14/19 631 100 U 7 43 1 510 10 U 07/13/17 220 100 U 10.88 804 10 U 11/10/17 226 100 U 12.18 794 IOU MW-26 (CPW-6D) 07/03/18 185 100 U 11.45 615 IOU 11/08/18 189 100 U 1i.99 648 IOU 07/19/19 140 100 U 11.36 513 IOU 11 /18/19 183 100 U 11.37 526 IOU 07/11/17 49.9 2.040 7.22 733 10U 11/09/17 17.0 4,020 7,22 764 10 U MW-27 (CPW-7D) 07/03/18 24.8 4,350 7.12 832 IOU 11/08/18 8.4 1.960 7.46 1,180 IOU 07/17/19 1 OX 7 890 6.92 1 040 IOU 11/13/19 12.2 12100 6.88 1,070 IOU 07/11/17 3.5 25,900 6.83 2,090 10 U MW-28 (CPW-12S) 11/07/17 3.2 24100 7.13 1,920 10 U 07/03/18 6.1 18 800 7.05 1 590 10 U 11/05/18 5.8 25900 7.26 1580 10U 071, 7119 2.5 14800 6.97 119800 10U 11/13/19 3.1 1d400 6.90 40 1011 Notes ' 15A NCAC 02L.0202 Ground Water Oualty Standard ' Site -specific target cleanup concentrations for iron are included in the DWR-approved May 28, 1999 I -CAP for remediation of compounds of concern above standards by processes of natural attenuation pursuant to 15A NCAC 2L.0106(0. The target cleanup concentrations for iron are background levels established under a now.expued Special Order by Consent (SOC) agreement. The site -specific target iron levels in the 4CAP are: 3.3 mgtL for Lower Aquifer Wells, 7.3 mg/L for Upper Aquifer non -Fluvial Deposits Wells. and 10.4 mg/L for Upper Aquifer Fluvial Deposits Wells. CPW-1S. CML7S, and CPW-12S wells are classified as Upper Aquifer non -Fluvial Deposits Wells. The remaining Upper Aquifer wells are classified as Upper Aquifer Fluvial Deposits Wells. mg/L = milligrams per liter; pg/L = micrograms per liter; U = not detected at the associated reporting limit -' indicates not analyzed, FF = field-fi8ered sample; NE = not established Bold concentration exceeds the groundwater standard (site -specific standard for bon) Data for samples collected during the last three years included in table Only those analyles detected above a groundwater standard (site -specific standard for iron) in at least one sample are Included in table -Split sample analyzed by Pace Analytical Services (all other samples analyzed by ALS Environmental) Attachment A (Page 2 of 2) "'b301B Hart & Hickman, PC - _ _ _ APPROXIMATE - - - - - - - - - - - _ 0 600 1.200 SCALE IN FEET NORTHEAST CAPE FEAR RIVER \- STURGEON 9/CPWSS MW.201CPW-10S ®MW- 1 _ A41P )MW110=PW-10DD MW-9/CPW-0 D OG,OF MW-8/CPW-0DR MW-18/CPW-8.S MARTI 1\/ 1 / /' W M-15/CPW-15D AGGRREGAEGA ETESS I� 11 / /. / f PROPERTY �/ I f , �' -- TIO QUARRY SECN p1 r\ MW-14/CPW-14D � APPROXIMATELY 70 ACRES .MW-2/CPW-14S i OUARRY SECTMn APPROXIMATELY 97 ACRES / - -- MW-27/CPW-7D .. P. RE-ROUAD \j/ r MW-28/CPW-725-12/C� STURGEON CREEK MI .. _ - PW-12D CANAL \i � ,�.MW-1/CPW-135�. ETTA \ / AG AGGREGATES PROPERTY o / / LCW-IS LEGEND - - PROPERTY LINE - --- - SURFACE WATER FEATURE ------- QUARRY LIMITS (RESIDUALS SURFACE DISPOSAL UNITS) COMPLIANCE BOUNDARY - - REVIEW BOUNDARY RAILROAD TRACKS 0 UPPER AQUIFER (SHALLOW) MONITOR WELL 0 LOWER AQUIFER (DEEP) MONITOR WELL /A Ile / / / M CLOSE6 FORMER ;LAGOON / WELL IDENTIFICAMON LIST SOISR PERM R WELL ID CORRESPONDING I -CAP WELL ID MAW CPW-13S MW-2 CPW-14S MW-3 CPW-15S MY" CPW-8DR MW-0 CPW-9D MW-10 CPW-10D MW-11 CPWAS MW-12 CPW112D MW-13 CPW-13D MW-14 CPW-14D MW-15 CPW-15D MW-16 CPW-68 MW-17 CPW-7S MWAS CPW-SS MW-19 CPW-9S MW-20 CPW-los MW-21 CPWSS MW-22 CPW-2D MW-23 CPW-3D MW-24 CPWdD MW-25 CPW-SD MW-26 CPW-6D MW-27 CPW-7D MV/-2S CPW-12S CPWBD RryER SIWAM, /, \ \� � RI1�R CAMP MW-21/CPW-55, \ � jtJ /� =141CPW-4D J v B -MW-23/CPWJD- -