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HomeMy WebLinkAbout7401_PittCounty_SouthernUnit_MSWLF_July20GW_FID1490708_20201123i pENR USE ONLY:-:t ❑Paper Report [I Electronic Data - Email CID (data loaded: Yes / No) DoclEvent #: c ❑ENR Environmental Monitoring Division of Waste Management - Solid Waste Renortina Form Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are available for inspection and examination by any person upon request (NC General Statute 132-6). Instructions: Prepare one form for each individually monitored unit. Please type or print legibly. Attach a notification table with values that attain or exceed NC 2L groundwater standards or INC 26 surface water standards. The notification must Include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing condition, etc.). Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits. Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the facility (NCAC 136 .1629 (4)(a)(i). Send the original signed and sealed form, any tables, and Electronic Data Deliverable lo: Compliance Unit, NCDENR-DWM, Solid Waste Section, 1646 Mail Service Center, Raleigh, NC 27699-1646. Solid Waste Monitoring Data Submittal Information _ Name of entity submitting data (laboratory, consultant, facility owner): Groundwater Management Associates, Inc. Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address: Name: Emma H. Shipley, P.G. Phone: 252-758-3310 E-mail: emma[mgma-nc.com INC Landfill Rule: Actual sampling dates (e.g., Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20.24. 2006) Southern Unit of the Pitt County 3025 Landfill Road 74 01 1600 July 7-8, 2020 Municipal Solid Waste Landfill Greenville, NC 27834 Environmental Status: (Check all that apply) ❑ Initial/Background Monitoring ❑ Detection Monitoring XO Assessment Monitoring Corrective Action of data submitted: (Check all that apply) Groundwater monitoring data from monitoring wells ❑ Groundwater monitoring data from private water suppiy wells ❑ Leachate monitoring data ❑ Surface water monitoring data Methane gas monitoring data Corrective action data (specify) Other(specify) Notification attached? No. No groundwater or surface water standards were exceeded. X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a fist of groundwater and surface water monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and preliminary analysis of the cause and significance of any concentration. ❑ Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample values and explosive methane gas limits, Certification To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct. Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment. Emma H. Shipley, P.G. Project Hydrogeologist 252-758-3310 Facility Representative Name (Print) Title (Area Code) Telephone Number 11/2312020 Signature F H Date 4300 Sapphire Court, Suite 100, Greenville, NC 27834 Facility Representative Address C-121 (PG Firm License Number) Affix NC Licensedl VjR(AFoigg4Geclog ist Seal r'r �"�r AGE NSA' f�• m �rrrS EAL� } _ fl '' 23691%'0; LU i NC PE Firm License Number (if applicable effective May 1, 2009) Revised 612009 Compounds Detected At or Above Groundwater or Surface Water Standards during the July 2020 Sampling Event (1/7-8/2020) - Southern Unit of the Pitt County Municipal Solid Waste Landfill (Permit #74-01) Well ID Date Parameter Results (Ng/L) MDL (Ng/L) NC 2L or 13 �d* IMAC (Ng/L) MCL (Ng/L) Groundwater Samples MW611 7/7/2020 1,4 Dioxane 7.9 0.8 3 - - 7/8/2020 Barium Total 799 1.1 700 - 2000 P4A 7/7/2020 Cobalt Total 1.493 1.4 - 1 - 7/7/2020 1,4-Dioxane 87 0.8 3 - - 7/8/2020 Barium Total 952 1.1 700 - 2000 P16R 7/7/2020 Benzene 1.7 0.15 1 - 5 7/8/2020 Cobalt Total 1.403 1.40 - 1 - 7/8/2020 Vanadium Total 4.023 1.4 - 0.3 - 7/7/2020 1,4-Dioxane 4.2 1.2 3 - - P17 7/8/2020 Cobalt Total 1.673 1.40 - 1 - 7/8/2020 Vanadium Total 1.663 1.4 - 0.3 - 7/7/2020 1,4-Dioxane 170 D 4 3 - - 7/8/2020 Barium Total 1340 1.10 700 - 2000 P19 7/7/2020 Benzene 4.1 0.15 1 - 5 7/8/2020 Beryllium Total 13.6 0.16 - 4 4 7/8/2020 Cobalt Total 17.6 1.40 - 1 - 7/7/2020 Vinyl Chloride 0.643 0.32 0.03 - 2 7/7/2020 1,4-Dioxane 81 0.8 3 - - P20R 7/7/2020 Benzene Total 2.1 0.15 1 - 5 7/8/2020 Cobalt Total 4.323 1.4 - 1 - 7/8/2020 Beryllium Total 7.4 0.16 - 4 4 P20D 7/8/2020 Chromium Total 10.7 1.4 10 - 100 7/8/2020 Vanadium Total 10.5 1.4 - 0.3 - P28 7/8/2020 Cobalt Total 1.933 1.4 - 1 - 7/8/2020 Vanadium Total 4.083 1.4 - 0.3 - 7/7/2020 1,4-Dioxane 170 D 6 3 - - 7/8/2020 Barium Total 788 1.1 700 - 2000 P29 7/7/2020 Benzene Total 2.6 0.15 1 - 5 7/8/2020 Cobalt Total 1.773 1.4 - 1 - 7/8/2020 Vanadium Total 9.763 1.4 - 0.3 - PZl 7/8/2020 Cobalt Total 1.673 1.4 - 1 - PZ2 7/8/2020 Cobalt Total 4.913 1.4 - 1 - 7/8/2020 Vanadium Total 8.98 J 1.4 - 0.3 - Surface Water Samples 7/8/2020 Beryllium Total 31.6 0.8 6.5 - 4 7/8/2020 Cobalt Total 317 7 4+ - - SW1 7/8/2020 Nickel Total 99.7 11 16.10" - - 7/8/2020 Zinc Total 642 22 36.2+ - 5000* MDL = Method Detection Limit MCL = Federal Maximum Contaminant Level IMAC = Interim Maximum Allowable Concentration J = The analyte was positively identified, but the value is estimated below the reporting limit. *15A NCAC 2L groundwater standards are listed for all groundwater sampling locations. 15A NCAC 2B standards are listed for surface water sampling locations (SW1 and SW2). Value represents an EPA action level. *Value represents an EPA secondary Maximum Contaminant Level +NC Protective Value for Surface Waters Concentrations highlighted yellow were detected above the 2L (or 2B) standards. Concentrations highlighted in orange were detected above the IMAC. Page 1 of 2 Compounds Detected At or Above Groundwater or Surface Water Standards during the July 2020 Sampling Event (1/7-8/2020) - Southern Unit of the Pitt County Municipal Solid Waste Landfill (Permit #74-01) Preliminary analysis of cause and significance of concentrations detected at or above groundwater or surface water standards: 1,4-Dioxane, benezene, and barium were detected at concentrations exceeding the 15A NCAC 02L groundwater standard in multiple wells. However, these constituents were not detected at concentrations above state standards in groundwater samples collected from just below the southern property ditch or in downgradient surface -water samples. These results suggest that these 1,4-dioxane, benzene, and concentrations in excess of naturally occurring barium are not migrating off -site at this time. Further, neither 1,4-dioxane nor benzene were detected in the sample collected from the deep monitoring well located down - gradient of the Southern Landfill Unit (P20D). Barium, which is a naturally occurring metal, was detected in this well, but the concentration (90.3 ug/L) was well below the NCAC 02L standard and below concentrations detected in upgradient, off -site monitoring wells. The absence of these target compounds suggests that contaminants have not migrated out of the Surficial/Yorktown Aquifer at the site. Construction of substantial cap and stormwater repairs at the Southern Unit of the Pitt County Landfill is currently underway. These improvements are intended to limit the infiltration of rainwater into the landfill mounds and reduce leachate volume and concentrations. Vinyl chloride was detected above the 15A NCAC 02L standard at well P19, but the concentration is estimated. Vinyl chloride was not detected in any other sample collected during the July 2020 event. Cadmium was also detected above the 15A NCAC 02L groundwater standard in well P20R. The cap and stormwater upgrades currently being made are expected to reduce the concentrations of all contaminants in groundwater downgradient of the Southern Unit. Thus, these two parameters are currently being addressed through the planned actions and pilot study. Page 2 of 2 JULY 2020 SEMI-ANNUAL WATER QUALITY MONITORING EVENT AND PILOT STUDY UPDATE SOUTHERN PORTION OF THE PITT COUNTY SOLID WASTE MUNICIPAL LANDFILL (FACILITY PERMIT # 74-01) GREENVILLE, PITT COUNTY PREPARED FOR MR. TIM CORLEY, PE ENGINEERING DEPARTMENT PITT COUNTY 1717 WEST ST" STREET GREENVILLE, NC 27834 PREPARED BY GROUNDWATER MANAGEMENT ASSOCIATES, INC. (GMA) 4300 SAPPHIRE CT., SUITE 100 GREENVILLE, NORTH CAROLINA 27834 TELEPHONE: (252) 758-3310 NOVEMBER 23, 2020 ��IIHnI Krrn�k GARD•.�, 0 { 'SEAL 71 23ER7 r > a m i�?r 5 NARDiSoN GMA is a professional corporation licensed to practice geology (C-121) and engineering (C-0854) in !North Carolina. TABLE OF CONTENTS 1.0 INTRODUCTION........................................................................................ 1 1.1 Site Background.................................................................................. 1 1.2 Physical Setting and Hydrogeology..................................................... 1 1.3 Contaminants of Concern and Site Regulatory Status ......................... 3 1.3.1 1, 4-Dioxane Assessment and Pilot Study Update ................................ 4 2.0 JANUARY 2020 SEMI-ANNUAL MONITORING EVENT ............................... 6 2.1 Groundwater Hydrology...................................................................... 6 2.2 Sample Collection and Analyses.......................................................... 7 2.3 Analytical Results and Discussion....................................................... 7 3.0 CONCLUSIONS AND FUTURE WORK.......................................................... 9 4.0 REPORT CERTIFICATION........................................................................ 10 5.0 REFERENCES........................................................................................... 10 FIGURES 1. Site Layout and Existing Monitoring Network 2. Groundwater and Surface Water Sampling Locations - Southern Unit 3. Equipotential Map, July 30, 2020 TABLES 1. Monitoring Well Construction and Elevations 2. Monitoring Well Water Levels and Sample Purge Volumes 3. Staff Gauge Elevations and Water Levels 4. Calculations of Groundwater Velocity 5. Field -Water Quality Parameters 6. Appendix I Target Parameters 7. List of Compounds Detected during the July 2020 Sampling Event APPENDICES A. Correspondence from the NC Division of Waste Management B. Final Cap Repair and Stormwater Upgrade Plans submitted to Pitt County by The Wooten Company C. Sampling Records D. Laboratory Report and Chain -of -Custody Forms for Water Samples 1.0 INTRODUCTION The inactive Pitt County Solid Waste Municipal Landfill (Facility Permit #74-01, Figure 1) is comprised of a Northern Unit that closed in 1990 and a Southern Unit that reached capacity and closed in 1995. Based on its closure date, the Southern Unit is subject to the September 1993 rules for municipal solid waste landfills (15A NCAC 13B .1600). The Northern Unit, on the other hand, is subject to the conditions of the solid waste permit and 15A NCAC 13B .0600. Pitt County (the County) is currently working to address 1,4-dioxane and benzene groundwater contamination at the Southern Unit, which lies adjacent to, and south of, the Northern Unit (Figure 1). Groundwater contamination at the facility is believed to be related to the degradation of the low -permeability, clay caps that cover each unit. Over time, erosion of the caps, as well as cracking due to heating/cooling, desiccation, and/or subsidence due to decomposition of fill material, increases the permeability of these barriers and allows infiltration of water that can leach contaminants downward into the underlying groundwater. On November 4, 2020, the County began construction on an extensive cap and stormwater system repair and upgrade project at the Southern Unit as part of an approved pilot study for corrective action (Appendix A). These improvements are designed to greatly reduce the infiltration of water through the cap in order to protect the groundwater from further contamination via leaching from landfill waste. The County expects to complete construction on this $1.065 million project in March 2021. While the County completes these repairs, they continue to monitor groundwater and surface water at the Southern Unit on a semi-annual schedule. The remainder of this report presents the results of the July 2020 semi-annual monitoring event. 1.1 Site Background The Pitt County Landfill occupies approximately 156 acres along Allen Road west of the city of Greenville, NC (Figure 1). The landfill is comprised of two distinct units, the Northern Unit and the Southern Unit. An east -west trending railroad (Norfolk Southern Railroad) separates the Northern and Southern Units. The Pitt County landfill is unlined, and leachate is not collected. The Northern Unit received waste from 1974 until 1990, and the Southern Unit received waste from 1991 until 1995. Due to the closure dates, only the Southern Unit is subject to the September 1993 rules for municipal solid waste landfills (15A NCAC 13B .1600). Pitt County monitors the Northern Unit in accordance with the conditions of the solid waste permit and 15A NCAC 13B .0510. 1.2 Physical Setting and Hydrogeology The Pitt County Landfill lies in the central portion of the Coastal Plain Physiographic Province of North Carolina, where Cretaceous to Recent age Coastal Plain sedimentary formations overlie Mesozoic and older basement bedrock (Horton and Zullo, 1991). Coastal Plain sediments and sedimentary rocks have significant variations in permeability and water -producing capabilities. July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 2 of 11 High -permeability strata that readily produce usable quantities of water are aquifers, and low - permeability sediments that restrict the movement of groundwater, either into or out of aquifers, are confining beds. Coastal Plain aquifers typically use the predominant geologic formation name that is associated with the aquifer. The two uppermost aquifers at the Pitt County Landfill are: the unconfined Surficial/Yorktown Aquifer and the confined Peedee Aquifer. The Surficial/Yorktown Aquifer is locally composed of fossiliferous clays and sands. The clays within the unit tend to serve as confining layers and restrict recharge to underlying aquifers (GMA and McGill, 2001). The Peedee Aquifer consists of unconsolidated sands and sandstones of the of Late Cretaceous age Peedee Formation (Winner & Coble, 1996). In the western half of Pitt County, the Peedee Aquifer lies directly beneath the Surficial/Yorktown Aquifer, and the elevation of the top of the Peedee Aquifer is above sea level (GMA and McGill, 2001). A detailed description of the local site hydrogeology is provided in the Water Quality Monitoring Plan for the Southern Unit (GMA, 1994). In general, a sandy clay extends from the original land surface beneath the landfill to depths varying from 6 to 13 feet. A portion of this clay may have been excavated from areas adjacent to the Southern Unit mound and used as part of the clay cap for the mound. Coarser, more permeable sediments (silty fine sand, clayey sand, and very clayey sand) typically exist at depths of 10 to 16 feet. Underlying these more permeable sediments, at a depth of approximately 16 feet below the original land surface, is a thin, discontinuous, dark gray clay that ranges from 0.5 to 3.0 feet in thickness, with an average thickness of 1 foot. This clay layer exists at an elevation of approximately 66 feet above mean sea level and has previously been referred to as the "66-foot clay" (GMA, 1994). Below this clay layer lie silty, fine sands. During the installation of deep monitoring well P20D, GMA observed a silty, clay layer from approximately 45 to 48 feet below the land surface. Below this clay layer, GMA observed a fine, phosphatic sand. GMA believes the deepest on -site monitoring wells (e.g. MW1R, MW3, and P20D) may penetrate the top of the Peedee Aquifer, which is estimated to be about 25 feet thick at the location of the landfill (GMA and McGill, 2001). We provide a general summary of the stratigraphy below. Average depth of strata relative Lithology Geologic Units to original land surface (feet) 0 — 9.5 sandy clay surficial sediments silty fine sand, clayey sand, and 9.5 — 16 very clayey sand and Yorktown Formation 16 — 17 dark gray clay 17 — 45 silty, fine sand 45 — 48 silty, clay Peedee Formation 48 — 60+ fine, phosphatic sand July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 3 of 11 1.3 Contaminants of Concern and Site Regulatory Status As described in the introduction, the Southern Unit of the Pitt County Landfill is currently under assessment for low-level exceedances of the NC Groundwater Quality Standard (NCAC 02L) for benzene. The County first confirmed a slight exceedance of the NCAC 02L groundwater standard for benzene in groundwater samples collected from the landfill's monitoring well network in 2017. Since that time and following approval from the North Carolina Department of Environmental Quality (NCDEQ), Division of Waste Management (DWM), Solid Waste Section (SWS), the County has collected groundwater samples from just beneath the southern ditch to monitor the extent of benzene contamination at the facility. This ditch serves as the groundwater discharge location for the Surficial Aquifer at Southern Unit. To date, the County has not detected benzene in exceedance of the NCAC 02L standard in these samples, which suggests that benzene contamination above the NCAC 02L groundwater standard does not extend off the facility property. Pitt County is also currently assessing the Southern Landfill Unit for exceedances of the NCAC 02L standard for 1,4-dioxane. In May 2018, the NCDEQ DWM SWS directed all North Carolina landfills to begin testing for 1,4-dioxane as part of their routine groundwater monitoring. 1,4- Dioxane is used primarily as a chlorinated solvent stabilizer, but it can also be found in paint strippers, varnishes, waxes, and a variety of consumer products (US EPA, 2014). 1,4-Dioxane is fully miscible in water, and it migrates readily with groundwater. This compound is short-lived in the atmosphere, but it does not volatilize rapidly from water. 1,4-Dioxane was detected at the landfill in July 2019, and the County immediately and voluntarily chose to perform an updated potential receptor investigation to determine if any water -supply wells might be at risk. Pitt County opted to conduct the potential receptor survey as a proactive measure in the interest of public health. The updated potential receptor survey, conducted by Groundwater Management Associates (GMA) in September 2018, did not identify any well being used as a drinking water source within 2,000 feet of the facility (GMA, 2018). Exceedances of the NCAC 02L groundwater standard for 1,4-dioxane were confirmed at the Southern Unit of the Pitt County Landfill in January 2019. GMA suspects that the detection of 1,4-dioxane in monitoring wells adjacent to the Southern Landfill Unit relates to degradation of the integrity of one or both landfill caps and the stormwater drainage systems designed to quickly shunt surface water off the landfill mounds. Pitt County emplaced the clay caps above the Landfill in the mid-1990s. Over time, erosion of the cap, as well as cracking due to heating/cooling, desiccation, and/or subsidence due to decomposition of fill material, can increase the permeability of this type of barrier. Cap degradation may allow infiltration of water that can leach contaminants downward into the underlying groundwater. Eliminating infiltration of water through the cap, and ensuring that the stormwater conveyance system operates as July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 4 of 11 designed, are primary goals for reducing, or eliminating, the release of additional contaminants into the groundwater. GMA, on behalf of the County, submitted a proposal to the SWS on June 21, 2019 to further assess and address 1,4-dioxane contamination at the landfill. Specifically, we proposed to: 1) Delineate the vertical and horizontal extents of 1,4-dioxane by installing two additional groundwater monitoring wells (one Type II monitoring well located between the two landfill units and one double -cased, deep Type III monitoring well south of the Southern Mound) and six surface water staff gauges. 2) Conduct a pilot study to document, and establish the effectiveness of, cap upgrades and repairs to limit the infiltration of rainwater into the soil cap, and to evaluate if the repairs have reduced leachate volumes and contaminant concentrations. During the pilot study, the County proposed to: a) conduct geophysical testing of the Southern Unit to evaluate landfill cap integrity, b) repair any areas of concern identified by the geophysical testing, c) inspect surface water drainage structures on the mound to ensure that they are operating as designed, and then d) repeat geophysical testing after cap repairs are made to document the results of the cap repairs. 3) Install two in -stream piezometers approximately 1.5 feet below the ditch bottom at the locations of the currently collected porewater samples. The in -stream piezometers will be used to collect representative groundwater samples, measure groundwater levels, and determine any discharge relationships at repeatable locations just below the stream bed. The NCDEQ-SWS approved the proposed activities on June 26, 2019 (Appendix A), and the County immediately began to implement the pilot study. We provide an update regarding the status of the approved activities in Section 1.3.1 below. 1.3.1 1, 4-Dioxane Assessment and Pilot StLdy Update North Carolina Administrative Code 15A NCAC 13B .1634 requires the County to characterize the nature and extent of any release. The County began assessing the horizontal extent of 1,4- dioxane during the January 2019 monitoring event by voluntarily sampling additional wells that were no longer part of the groundwater monitoring program. In June of 2019, the County installed the two monitoring wells and the six surface water staff gauges described in GMA's Pilot Study proposal in June of 2019. The single -cased (Type -II) monitoring well was installed between the Northern and Southern mounds, just north of well P16R (Figure 1). This well, designated as well P29, is hydrologically separated from well P16R by two drainage ditches along the railroad, and the well is screened from 7 to 12 feet below the July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 5 of 11 land surface. The 60-foot-deep, double -cased (telescoping, Type -III) groundwater monitoring well was installed on the south side of the Southern Unit, just off the toe of the slope of the Southern Mound (Figure 1). This well, designated as well P20D, allowed the County to further assess the vertical extent of 1,4-dioxane at the Southern Unit. The outer casing of P20D extends to 45 feet below land surface, and the well is screened from 50 to 60 feet below land surface. In accordance with the June 26, 2019 Pilot Plan approval from the NCDEQ-SWS, in August 2019, GMA also installed two shallow, in -stream piezometers (PZ1 and PZ2) below the ditch bottom along the southern property boundary near the locations of the historically collected porewater samples (Figure 1). Each piezometer has a 9-inch long screen set 21 inches below the ditch bottom. The County uses the instream piezometers to collect representative groundwater samples to monitor benzene migration and to evaluate groundwater discharge relationships to the ditch. To evaluate the integrity of the Southern Landfill Unit cap, and to provide a baseline from which to evaluate hydrologic improvements following cap upgrades and repairs, Geo Solutions Limited, Inc. completed electromagnetic (EM) and ground -penetrating radar (GPR) surveys of the Southern Landfill Unit on June 26t", July 1st and July 2nd 2019 (GMA, 2019). The EM survey identified a couple of areas of elevated apparent conductivity that may correspond to leachate moving away from the landfill. Additionally, the EM survey indicated that solid waste appears to extend beyond the toe of the slope to the edge of the gravel road in the proximity of monitoring wells MW6R, P16R, and P20R. This finding was consistent with GMA's observations of trash during the installation of well P20D. The GPR survey identified several areas that have only a thin landfill cap that was completely eroded away in some locations. The identified areas include the northwestern upper slope of the mound, the western narrow berm, and the southern toe north of monitoring wells P28 and P19. The GPR results indicate that the current impermeable cap thickness at the Southern Landfill is, on average, 10 inches and ranges from 0 to 30 inches. Full details of the geophysical evaluation can be found in Geo Solutions' report, which was provided as Appendix F of the July 2019 monitoring report from GMA (GMA, 2019). After completion of the geophysical survey, the County contracted with an engineering firm (The Wooten Company) to design cap repairs and stormwater upgrades that will eliminate or greatly reduce the infiltration of precipitation into the Southern Unit. The County provided the geophysical report to The Wooten Company to aid their design of cap repairs and stormwater upgrades for the facility. The Wooten Company (Wooten) resurveyed the Southern Landfill Unit in early 2020, and in June 2020, Wooten submitted a final design to the County (Appendix B). This design includes repairing the cap on the western end of the Southern Landfill, regrading multiple areas to eliminate ponding on the mound, restoring the stormwater conveyance system to operate as originally designed, and adding new drainage pipes to the southwest corner of the July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 6 of 11 mound. The County has chosen to make these substantial upgrades to protect the groundwater from further contamination via leaching from landfill waste. Construction activities commenced at the site on November 4, 2020, and are anticipated to be completed in March 2021. The County continues to monitor both the Northern and Southern Landfill Units on their approved schedules (semi-annually for the Southern and annually for the Northern). 2.0 JULY 2020 SEMI-ANNUAL MONITORING EVENT GMA performed the semi-annual monitoring event at the Southern Unit on July 7 and July 8, 2020. Sampling procedures complied with the approved Water Quality Monitoring Plan dated September 8, 1994, and subsequent groundwater policy memos issued by the NCDEQ SWS (Appendix A). Historically, the County has monitored the Southern Landfill Unit for the parameters identified in Appendix I of 40 CFR Part 258 plus 1,4-dioxane on a semi-annual basis and for the parameters listed in 40 CFR Part 258 Appendix II on an annual basis. Based on the lack of detections of Appendix II parameters over the last 20 years, GMA, on behalf of the County, requested that the NCDEQ SWS allow a reduction in sampling frequency for Appendix II constituents. Specifically, we requested that the NCDEQ SWS allow the County to sample for Appendix II constituents on a biennial basis with the next scheduled Appendix II sampling event occurring during July 2022. The NCDEQ SWS approved this request on July 2, 2020 (Appendix I). Therefore, during the July 2020 monitoring event, the County analyzed all groundwater and surface -water samples for Appendix I parameters and for 1,4-dioxane. Twenty-six groundwater -monitoring wells and two temporary groundwater piezometers comprise the groundwater -monitoring network for the entire landfill facility (Figure 1, Table 1). The water -quality monitoring network used for the July 2020 semi-annual monitoring of the Southern Unit consisted of four background monitoring wells (P4, P5, P6, and MW1R), five shallow' wells located around the Southern Mound (P12, P16R, P20R, P28, and MW6R), a 'deep' well located south of the Southern mound (P20D), a well located between the Northern and Southern Landfill Unit (P29), a hydraulically-upgradient surface water sample location (SW1), and a hydraulically-downgradient surface water sample location (SW2) (Figure 2). 2.1 Groundwater Hydrology GMA measured static water levels in all monitoring wells and temporary piezometers (Table 2) and at all six staff gauges (Table 3) on July 7, 2020. Depth to groundwater in monitoring wells at the site ranged from approximately 1.52 to 14.30 feet below the land surface. Estimates of groundwater velocity (Table 4) ranged from approximately 0.002 to 0.028 feet/day, or 0.71 to 10.19 feet/year. These represent relatively slow groundwater velocities. July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 7 of 11 An equipotential map prepared using these water -level measurements (Figure 3) indicates that groundwater flow patterns were generally similar to other recent maps prepared for this facility during the summer when groundwater levels are relatively low. Figure 3 indicates that the primary horizontal component of groundwater flow at the Southern Unit was directed toward the large ditch forming the southern boundary of the facility. Summer groundwater flow patterns suggest that a groundwater ridge or perched groundwater likely exists beneath each of the landfill mounds during the summer months. Historically, groundwater samples collected and analyzed from wells P4, P5, and P6 have been used to assess background groundwater chemistry. The July 2020 equipotential map indicates that groundwater elevations in wells P6 and P4 may be lower than groundwater elevations in the adjacent Northern mound. Further assessment of this finding is warranted. During the July 2020 monitoring event, the southern boundary ditch was dry at the location of PZ2. At PZ1, the groundwater elevation was lower than the surface water elevation outside of the piezometer (Tables 2 and 3). This downward -directed hydraulic relationship indicates that the southern boundary ditch was losing water to the groundwater system at the time that GMA collected these measurements. 2.2 Sample Collection and Analyses For monitoring of the Southern Unit, GMA analyzed water samples collected from twelve monitoring wells, two temporary piezometers, and two surface water sampling locations as shown on Figure 2. During sampling, GMA collected field water -quality parameters to document adequate purging prior to sample collection and to aid in evaluating groundwater chemistry at the site (Table 5). We provide a copy of the well sampling record in Appendix C. Sampling procedures and analytical methods complied with the approved Water Quality Monitoring Plan dated September 8, 1994. GMA transferred all samples to Environmental Conservation Laboratories, Inc. (ENCO) in ice - filled coolers under chain -of -custody protocol for analysis of Appendix I parameters and 1,4- dioxane. Copies of the chain -of -custody forms and analytical reports are provided in Appendix D. Consistent with the May 29, 2018 NCDEQ-SWS memo, ENCO analyzed the samples using EPA -approved analytical methods sufficiently sensitive to detect the presence of regulated constituents at or below the applicable standard (unless no such method currently exists, e.g. for vinyl chloride analysis). 2.3 Analytical Results and Discussion Twenty-three parameters (acetone, barium, benzene, beryllium, cadmium, carbon disulfide, chlorobenzene, chromium, cis-1,2-dichloroethene, cobalt, copper, 1,4-dichlorobenzene, 1,1- dichloroethane, 1,4-dioxane, ethylbenzene, nickel, selenium, trichloroethene, vanadium, vinyl July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 8 of 11 chloride, m,p-xylenes, o-xylene, and zinc) were detected at concentrations above their method detection limits during the July 2020 sampling event (Table 7). Five targeted compounds (barium, chromium, 1,4-dioxane, benzene, and vinyl chloride) were detected at concentrations exceeding the NCAC 02L standard, and three parameters (beryllium, cobalt, and vanadium) were detected at concentrations above their Interim Maximum Allowable Concentration (IMAC) during this monitoring event (Table 7). Zinc and carbon disulfide were detected in the equipment blank. GMA believes that zinc concentrations are related to residual powder from the manufacturing process used to produce the powder -free' nitrile gloves that we used during sampling. Nitrile gloves are also the likely source of the carbon disulfide detected in the equipment blank (USGS, 2012). Low, estimated (i.e. "]-flagged") concentrations of barium and copper were also detected in the equipment blank during this sampling event. The source of these two constituents in the equipment blank is unknown. Samples from wells P16R, P19, P20R, and P29 contained benzene (1.7 µg/L, 4.1 µg/L, 2.1 µg/L, and 2.6 µg/L, respectively) above the 1.0 µg/L NCAC 02L groundwater standard. Importantly, benzene was not detected in either in -stream piezometer samples (PZ1 and PZ2). Therefore, there continues to be no evidence that benzene is migrating off of the landfill property at this time. 1,4-Dioxane was detected in wells MW6R, P16R, P17, P19, P20R, and P29 (7.9 µg/L, 87 µg/L, 4.2 µg/L, 170 µg/L, 81 µg/L, and 170 µg/L, respectively) at concentrations exceeding the NCAC 02L groundwater standard of 3 µg/L. The detection of 1,4-dioxane in well P29 located between the two landfill units indicates that 1,4-dioxane may be leaching from both the Southern and Northern mounds. 1,4-Dioxane was also detected in the down -gradient surface water sample, SW2, and in the samples from the in -stream piezometers, PZ1 and PZ2, but the concentrations were below the NCAC 02B and NCAC 02L standards, respectively. Importantly, the lab did not detect 1,4-dioxane in the sample collected from the "deep" down -gradient monitoring well, P20D. Samples from wells MW6R, P16R, P19, and P29 contained concentrations of barium (799 µg/L, 952 µg/L, 1340 µg/L, and 788 µg/L respectively) above the NCAC 02L standard of 700 µg/L. Barium occurs naturally in the native soils at the Pitt County Landfill as evidenced by the ubiquitous occurrence of this alkaline metal in all samples collected at the site, including those located in up -gradient off -site areas. GMA has previously demonstrated that barium is often a constituent of the particulate matter in many of the groundwater samples collected at the Pitt County Landfill and that dissolved barium concentrations do not exceed the NCAC 02L standard in some locations (GMA, 2011 and 2015). Despite the apparent natural occurrence of barium at July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 9 of 11 this site, the concentrations of barium at all locations at the Pitt County Landfill (e.g. well P19) are unlikely to be solely attributable to natural sources. Upgradient surface water sample SW1 contained concentrations of beryllium, cobalt, nickel, and zinc above the NCAC 02B surface -water standards, which is fewer than the number of metals that have exceeded the standards at this location in recent years (e.g. 7 parameters above the 2L standards in July 2019). Initial metal exceedances at this upgradient surface -water sample location corresponded with highway construction on the adjoining parcel directly next to the SW1 sampling location. Per the NC DOT website, construction on the bypass started in August 2016 and completed in November of 2019 (NC DOT, 2019). The lab did not detect any of the target parameters above the 2B surface -water standards in the down -gradient sample, SW2. 3.0 CONCLUSIONS AND FUTURE WORK 1,4-Dioxane, barium, and benzene were detected at concentrations exceeding the NCAC 02L groundwater standards at multiple locations during the July 2020 monitoring event. However, these constituents were not detected at concentrations above state standards in groundwater samples collected from just below the southern property ditch, in the deep monitoring well located down -gradient of the Southern Landfill Unit (P20D), or in the downgradient surface - water sample. These results suggest that 1,4-dioxane, benzene, and waste -related barium are not migrating off -site at concentrations exceeding the NCAC 02L standard at this time. The absence of these compounds in monitoring well P20D indicates that 1,4-dioxane, benzene, and non-native barium have also not migrated out of the Surficial/Yorktown Aquifer at the site. To protect the groundwater from further contamination via leaching from landfill waste, Pitt County is actively working to make landfill cap repairs and stormwater upgrades that will eliminate or greatly reduce the infiltration of precipitation into the Southern Landfill Unit. The County contracted with an engineering firm, The Wooten Company, to design the repairs and stormwater upgrades and Wooten submitted a final design plan to the County in June 2020 (Appendix B). This design includes repairing the cap on the western end of the Southern Landfill, regrading multiple areas to eliminate ponding on the mound, restoring the stormwater conveyance system to operate as originally designed, and adding new drainage pipes around the mound. Construction activities commenced at the site on November 4, 2020, and, if weather cooperates, are expected to be completed in March 2021. The County continues to monitor both the Northern and Southern Landfill Units on their approved schedules (semi-annually for the Southern and annually for the Northern). The next semi-annual monitoring event at the Pitt County Solid Waste Municipal Landfill is scheduled for January of 2020. This monitoring event will include the analysis of water samples July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 10 of 11 For Appendix I parameters, per the approved Water Quality Monitoring Plan dated September 8, 1994. The sampling network will continue to include wells P19, P20D, and P29 and the two in - stream piezometers. Recent water level trends indicate that groundwater mounding under the degrading landfill units and/or the new construction of the new highway west of the site may be altering groundwater flow patterns. To better evaluate the groundwater flow system, GMA plans to install up to six additional staff gauges in the ditches surrounding the site. We plan to install the gauges prior to the January 2021 monitoring event. The January 2021 monitoring event will occur while the repairs and upgrades are in progress. Once construction is complete, the County will initiate a pilot study to establish the effectiveness of cap and stormwater system upgrades and repairs at reducing groundwater contaminant concentrations and preventing further degradation of groundwater quality. As part of this assessment, the County will repeat the geophysical surveying completed in 2019 to evaluate hydrologic improvements following the repairs. 4.0 REPORT CERTIFICATION This report was prepared by Ms. Emma H. Shipley, a Project Hydrogeologist for Groundwater Management Associates, Inc. (GMA). I certify that the information contained in this report is correct and accurate to the best of my knowledge. GMA is a professional corporation licensed to practice geology (#C-121) and engineering (#C-0854) in North Carolina. kmy�, I KArr Emma H. Shipley, P.G. Project Hydrogeologist 5.0 REFERENCES �¢ ,►'C,ENS� cy, x SEAL 7 236 �.x�' w OLOG�5� 4 ftis Groundwater Management Associates, Inc., 1994, Water Quality Monitoring Plan for the Active Southern Unit of the Pitt County Landfill, 71 pages. Groundwater Management Associates, Inc., 2011, Alternative Source Demonstration Report, Pitt County Solid Waste Municipal Landfill, Greenville, Pitt County, 8 pages. Groundwater Management Associates, Inc., 2015, January 2015 Semi -Annual Water Quality Monitoring Event, Greenville, Pitt County, 147 pages. July 2020 Semiannual Water Quality Monitoring Report Southern Portion of the Pitt County Solid Waste Municipal Landfill November 23, 2020 Page 11 of 11 Groundwater Management Associates, Inc., 2018, Potential Receptor Survey, Northern and Southern Units of the Pitt County Landfill, Greenville, Pitt County, 14 pages. Groundwater Management Associates, Inc., 2019, July 2019 Semi -Annual Water Quality Monitoring Event and Pilot Study Update, Greenville, Pitt County, 201 pages. Horton, J.W. and V.A. Zullo, 1991, The Geology of the Carolinas: Carolina Geological Society Fiftieth Anniversary Volume, 406 pp. Groundwater Management Associates, Inc. and McGill and Associates, 2001, Water Resources Management Plan, Pitt County, North Carolina. NC DOT, 2019, Southwest Bypass Opens to Traffic ahead of Schedule, https: //www. ncdot.gov/news/press-releases/Pages/2019/2019-11-21-pitt-count southwest-bypass-opens.aspx, accessed December 4, 2019. USEPA, 2014, Technical Fact Sheet — 1,4-Dioxane, Office of Solid Waste and Emergency Response, EPA 505-F-14-011, 8 pages. USGS, 2012, Program Evaluation of Volatile Organic Compound (VOC) Blank Data and Application of Study Reporting Levels to Groundwater Data Collected for the California GAMA Priority Basin Project, May 2004 through September 2010. Scientific Investigations Report 2012-5139, 106 pages. Winner, M.D. and R.W. Coble, 1996, Hydrogeologic Framework of the North Carolina Coastal Plain, USGS Professional Paper 1404-I, 119 pages. FIGURES WNW oo X. � _} -..� �:�--:.—ram. $ - - �� �.- - '•';�;� � �. --• - — �l SOUTHERN UNIT Va. 1 . . ,Y•� __ - -..�- THIS PRODUCT IS FOR GENERAL REFERENCE PURPOSES ONLYANF SHOULD Nor BE USED, AND IS NOT INTENDED FOR. SURVEYOR ENGINEERING PURPOSES. LOCATIONS ARE APPROXIMATE. cis DATA: _ N SOURCE ORTIEOIMAGERY OBTAINED FROM NO ONEMAP, IMAGE DATE: 113-016 PARCEL BOUNDARIES FROM PITTCOUNTY GIS, https J/map-pit- p-dat,.—gi,.— yyyyy� %yy - LEGEND-® SURFACE WATER SAMPLE TEMPORARY PIEZOMETER DITCHES SCALE IN FEET STAFF GAUGE F—] APPROXIMATE PARCEL BOUNDARIES 0 `00' MONITORING WELL X ABANDONED / LOST WELL GWOI N�WATFR MANAGEMENT ASSO[IAiES, INL File: DRAWINGS/25101 SITE LAYOUTAND EXISTING MONITORING NETWORK DATE: 11/23/2020 FIG 1 PROJECT 25101 PITT COUNTY LANDFILL, GREENVILLE, PITT CO., NC FIGURE 1 ..ate; : �; _�.�;- `�v��, --�e�►-�R���� _ , kd -- mi I — P19 M'r ' P28 P20R P20D "SW2:. 1 b. SCALEMONITORING WELLS DITCHES PONDS GMA G SURFACE WATER SAMPLE APPROXIMATE PARCEL BOUNDARIES 0 RAILROAD CENTERLINE TEMPORARY PIEZOMETER File: DRAWINGS/25101/ FIG2.mxd SAMPLING LOCATIONS - SOUTHERN UNIT DATE: 1 1 .� 1PITT COUNTY LANDFILL, GREENVILLE, PITT CO., NC THIS PRODUCT IS FOR GENERAL REFERENCE PURPOSES ONLY AND SHOULD NOT BE USED, AND IS NOT INTENDED FOR, SURVEY OR ENGINEERING PURPOSES. LOCATIONS ARE APPROXIMATE. GIS SOURCE DATA: TOPOGRAPHIC CONTOURS OBTAINED FROM NC ONEMAR PARCEL BOUNDARIES FROM PITT COUNTY GIS, https://map-pittnc.opendata.arcgis.com 80 I r. 80 Mw -MW7D -80, P26 ' r—(Z, MW1R C77_MW8 75.34. 7500 I : 8SG97 0 7591 74 �:77.74�'`� --1o075:89_ --���� MW2 SG96� �SG4 _ P15(<74.83) P14 9CID P4 f �- 75,91,E �f�� 73.4 6 P,, 6 ' 76. 7$` t l7.7 r r � ' 76.94,E will - — ��►� ` 771 t I � —MW1 t� J - LEGEND - MONITORING WELL UNMEASURED MONITORING WELL X ABANDONED MONITORING WELL PROPERTY LINE I i 0. RAILROAD TRACKS TOPOGRAPHIC CONTOUR = POND GROUNDWATER ELEVATION CONTOUR INDICATES DIRECTION OF ------ P29 _ P13� P_ 13D. =T '� -� 77.31 WATER LEVEL 76.91�?76:22 -(73.93) _ (FEET ABOVE SEA LEVEL) - - .� SG 1 MW4. MW3 SG3, (77.81) SG5 7 73.14 DITCH �. � P2 ( ) ���_- � _ --- 71 74.80 �- ( _ ) (100' RAN) 77: 65'�� ,� 75.16 �= - - 80 76 P9 4 P� 0 STAFF GAUGE I75.32 t - 6R�� 74 04 ` 76.13 �80 . 78.16 J o ,� P11R � 100 •� 120 77 • _ � � 77.54 �^ � — '� �78� J . `P23 � _ FIGURE 3 77 ' _ i r 7_74 ��� _ .P19 '�� / / �► i oo MW �� DATE 11/16/2020 PROJECT: 25101 Ir �. _� 75.36� MW6R SG6 �' �: r 76 /R17 �� �•7Z95f 70.64 ` DRW BY: EHS 1 7�3.611 76 r' �/�.�� - P3 /� 73 SCALE IN FEET r " `` 7 0 ` ` 0 350 700' ' I P28 ` �0D'I ao 7 ` ` I70�88 `` ` P20R' (72.98)' PZ1 ,P24r 8O P 0_ �72 P 68 I ` ` ` 73�,� 71.12�� `P8 1„ = 350' - \ � % ♦ ` (Surface Water) 7092� 71 EQUIPOTENTIAL MAP 75 74 73 72 71 71 7-2 72 < PZ2 (DRY) s 70 J U LY 22, 2019 J (Surface Water) 69 68.40 h GENERAL NOTES: 1. TOPOGRAPHIC CONTOUR INTERVAL - 2.0 FEET NSA 2. GROUNDWATER CONTOUR INTERVAL = 1.0 FOOT 3. ARROW II?DICATES DIRECTION OF GROUNDWATER FLOW 4. WATER LEVEL ELEVATIONS ARE POSTED BY EACH WELL 5.( ) INDICATES DATA NOT USED FOR CONTOURING N GROUNDWATER MANAGEMENT ASSOCIATES, INC. TABLES Table 1. Monitoring Well Construction and Elevations Pitt County Municipal Solid Waste Landfill, Pitt County, NC (Permit # 74-01) Well Easting (feet)* Northing (feet)* C Vl iE fC CJ w °Number 4J U w L CJ _ Uwi `T°�`2 a C V - O1 y = 3'sJs LO - w U� aa E G°o = {A 41 w w O`er E 4a0. GmuO w 47 ° d � C UJ 42 � > 0m _ w ° 4- � C OJ E >E 1.Q2 w , MW1R 2463406.09 676715.40 85.48 82.5 52.98 40.0 50.0 42.5 32.5 MW3 2467172.64 676120.47 82.97 80.5 47.47 35.0 45.0 45.5 35.5 MW6R 2465002.54 675314.53 80.94 78.15 19.79 7.0 17.0 71.15 61.15 MW8 2464558.03 676837.90 84.41 81.62 16.79 4.0 14.0 77.62 67.62 MW8D 2464553.05 676827.15 84.28 81.37 P2 2467172.94 676114.14 84.65 80.6 19.05 11.0 15.0 69.6 65.6 P4 2463357.43 676539.13 85.02 81.5 21.52 1 8.0 18.0 73.5 63.5 P5 2463409.44 676719.97 85.94 82.3 17.14 8.5 13.5 73.8 68.8 P6 2463090.17 676490.33 84.72 81.5 17.72 8.5 14.5 73 67 P7 2466794.50 675978.54 85.41 81.9 19.51 11.0 16.0 70.9 65.9 P8 2465993.22 674840.50 85.22 81.4 20.3 1 9.0 17.0 72.4 64.4 P9 2466108.74 675855.09 84.08 80.1 18.48 9.5 14.5 70.6 65.6 P11R 2463062.41 675588.62 86.04 82.3 19.74 13.0 16.0 69.3 66.3 P12 2463045.15 674970.85 79.31 75.9 20.91 10.5 17.5 65.4 58.4 P13 2466023.86 676083.53 85.8 82 19.8 11.0 16.0 71 66 P13D 2466038.82 676096.35 84.67 81.2 54.97 unknown 51.5 unknown 29.7 P15 2465391.20 676693.07 87.90 84.25 20.71 4.0 1 17.0 80.25 67.25 P16R 2464112.93 675759.99 87.44 84.3 17.14 11.0 14.0 73.3 70.3 P17 2463238.77 675208.44 80.38 76.3 15.08 8.0 11.0 68.3 65.3 P19 2463817.70 675325.34 83.9 78.5 18.4 1 9.0 13.0 69.5 65.5 P20R 2464367.38 674957.88 85.21 81.7 33.51 10.0 30.0 71.7 51.7 P20D 1 2464501.99 675026.11 84.52 81.5 63.02 50.0 1 60.0 31.5 21.5 P21 2465205.28 675827.25 82.07 77.8 15.27 8.0 11.0 69.8 66.8 P23 2465576.31 675667.54 82.93 79.4 19.53 11.0 16.0 68.4 63.4 P26 2466165.63 676862.53 84.59 82.2 16.39 9.0 14.0 1 73.2 68.2 P28 2463460.98 675200.87 77.74 74.8 10.94 3.5 8.0 71.3 66.8 P29 2464477.13 675963.58 85.36 82.4 14.96 7.0 12.0 75.4 70.4 PZ1 2464766.99 1 675087.32 1 72.44 1 70.8 3.39 1.0 1 1.8 69.8 169.1 PZ2 2464404.78 1 674932.06 1 72.89 1 71.2 3.44 1.0 1 1.8 70.2 1 69.5 * Survey performed by Gary S. Miller & Associates, P.A. Land Surveyors (L-2562). North Carolina Geodetic Grid (NCGS) control based on ties to NCGS Monument 'RUTH' and NCGS Monuments 'MARY. Horizontal data referenced to NAD 27. Vertical data referenced to NGVD 29. BLS = below land surface ASL = above sea level LS = land surface Table 2. Monitoring Well Water Levels and Sample Purge Volumes Pitt County Municipal Solid Waste Landfill, Pitt County, NC (Permit # 74-01) Well Number Date Elevation of Top of Casing (feet ASL) Land Surface Elevation* (feet ASL) Total Well Depth below LS (feet) Depth to Water (feet) Elevation of Water (feet ASL) Height of Water in Well (feet) Three Well Volumes (gallons) Amount Purged (gallons) Number of Well Volumes Purged Purged to Dryness? MWiR 7/7/20 85.48 82.50 50.0 8.64 76.84 not sampled MW3 7/7/20 82.97 80.50 45.0 9.83 73.14 not sampled MW611 7/7/20 80.94 78.15 17.0 7.99 72.95 11.8 5.7 5.7 1 3.0 no MW8 7/7/20 84.41 81.62 14.0 8.50 75.91 not sampled MW8D 7/7/20 84.28 81.37 7.74 76.54 not sampled P2 7/7/20 84.65 80.60 15.0 9.85 74.80 not sampled P4 7/7/20 85.02 81.50 18.0 8.15 76.87 13.4 6.5 6.5 1 3.0 no PS 7/7/20 85.94 82.30 13.5 8.20 77.74 not sampled P6 7/7/20 84.72 81.50 14.5 7.78 76.94 not sampled P7 7/7/20 85.41 81.90 16.0 10.09 75.32 not sampled P8 7/7/20 85.22 81.40 17.0 14.30 70.92 not sampled P9 7/7/20 84.08 80.10 14.5 7.95 76.13 not sampled P11R 7/7/20 86.04 82.30 16.0 8.50 77.54 not sampled P12 7/7/20 79.31 75.90 17.5 3.63 75.68 17.3 8.4 3.5 1.3 yes P13 7/7/20 85.80 82.00 16.0 9.58 76.22 not sampled P13D 7/7/20 84.67 81.20 51.5 10.74 73.93 not sampled P15 7/7/20 87.90 84.25 17.0 10.69 77.21 not sampled P16R 7/7/20 87.44 84.30 14.0 9.28 78.16 7.9 3.8 2.2 1.7 yes P17 7/7/20 80.38 76.30 11.0 1 6.77 73.61 8.3 4.0 3.8 2.8 yes P19 7/7/20 83.90 78.50 13.0 8.54 75.36 9.9 4.8 4.8 3.0 no P20R 7/7/20 85.21 81.70 30.0 11.81 73.40 21.7 10.5 10.5 3.0 no P20D 7/7/20 84.52 81.50 60.0 11.54 72.98 51.5 25.0 25.0 3.0 no P21 1 7/7/20 82.07 77.80 11.0 8.03 74.04 not sampled P23 7/7/20 82.93 79.40 16.0 9.00 73.93 not sampled P26 7/7/20 84.59 82.20 14.0 9.25 75.34 not sampled P28 7/7/20 77.74 74.80 8.0 6.86 70.88 4.1 2.0 2.0 3.0 no P29 7/7/20 85.36 82.40 12.0 8.45 76.91 6.5 3.2 2.4 2.3 yes PZi 7/7/20 72.44 70.80 1.8 1.52 70.92 1.9 0.9 0.5 1.7 yes PZ2 7/7/20 72.89 71.20 1.8 2.38 70.51 1.1 0.5 0.3 1.9 yes * Survey performed by Gary S. Miller & Associates, P.A. Land Surveyors (L-2562). North Carolina Geodetic Grid (NCGS) control based on ties to NCGS Monument 'RUTH' and NCGS Monuments 'MARY. Horizontal data referenced to NAD 27. Vertical data referenced to NGVD 29. ASL = Above Sea Level LS = land surface Table 3. Staff Gauge Elevations and Water Levels Pitt County Municipal Solid Waste Landfill, Pitt County, NC (Permit # 74-01) Staff Gauge Date Easting (feet)* Northing feet * Reference Point Elevation of Reference Point feet ASL Staff Gauge Reading or Depth to Water Measurement (ft) Elevation of Water (feet ASL SG1 7/7/20 2464508.13 675975.78 4-foot mark 81.06 0.75 77.81 SG2 7/7/20 2466001.19 674778.46 4-foot mark 71.68 0.72 68.40 SG3 7/7/20 2464094.81 675796.78 4-foot mark 80.60 1.05 77.65 SG4 7/7/20 2467111.18 676627.68 4-foot mark 76.38 1.08 73.46 SGS 7/7/20 2465181.06 675850.77 3-foot mark 76.88 1.28 75.16 SG6 7/7/20 2465094.46 675278.42 4-foot mark 74.18 0.46 70.64 SG96 7/7/20 2466285.67 676811.66 3-foot mark 77.83 Dry <74.83 SG97 7/7/20 2465402.36 676660.24 3-foot mark 78.79 1.10 75.89 PZ1-SW+ 7/7/20 2464766.99 675087.32 TOC 72.44 1.32 71.12 PZ2-SW+ 7/7/20 2464404.78 674932.06 TOC 72.89 Dry NA * Survey performed by Gary S. Miller & Associates, P.A. Land Surveyors (L-2562). North Carolina Geodetic Grid (NCGS) control based on ties to NCGS Monument'RUTH' and NCGS Monuments'MARY. Horizontal data referenced to NAD 27. Vertical data referenced to NGVD 29. + Surface water elevations determined by measuring depth to surface water from top of casing ASL = Above Sea Level TOC = top of casing Table 4. Calculations of Groundwater Velocity Pitt County Municipal Solid Waste Landfill, Pitt County, NC (Permit # 74-01) Well Number Date Horizontal Hydraulic Gradient (ft/ft) Hydraulic Conductivity (ft/day) Effective Porosity Horizontal Groundwater Velocity (ft/day) Horizontal Groundwater Velocity (ft/year) MW6R 7/7/20 0.014 0.50 0.29 0.024 8.68 P4 7/7/20 uncertain 0.50 0.19 - - P12 7/7/20 0.004 0.20 0.43 0.002 0.71 P20R 7/7/20 1 0.012 1 0.10 0.32 1 0.004 1 1.35 P28 7/7/20 1 0.016 1 0.30 0.17 1 0.028 1 10.19 Table S. Field -Water Quality Parameters Pitt County Municipal Solid Waste Landfill, Pitt County, NC (Permit # 74-01) Well Number Sample Date pH Temp- erature (degrees Celsius) Specific Conductance (µS) Dissolved oxygen (mg/L) Turbidity during collection of organic samples (ntu) Turbidity during collection of metals samples (ntu) 7/7/2020 6.65 20.1 1956 0.40 41.1 -- MW6R 7/8/2020 -- -- -- -- -- 10.2 7/7/2020 4.75 18.6 66 4.28 29.3 29.3 P4 7/8/2020 -- -- -- -- 7/7/2020 5.75 21.1 70 2.92 32.0 -- P12 7/8/2020 -- -- -- -- -- 6.5 7/7/2020 6.49 18.7 5283 1.10 180.0 -- P16R 7/8/2020 -- -- -- -- -- 29.7 7/7/2020 5.39 19.5 183 1.22 165.0 -- P17 7/8/2020 -- -- -- -- -- 30.8 7/7/2020 3.90 20.5 1345 0.65 122.0 -- P19 7/8/2020 -- -- -- -- -- 4.7 7/7/2020 6.03 20.0 2533 0.48 42.5 -- P20R 7/8/2020 -- -- -- -- -- 9.2 P20D 7/7/2020 -- -- -- -- 7/8/2020 5.91 20.20 59 1.06 46.9 48.8 P28 7/7/2020 5.49 22.0 61 0.82 349.0 -- 7/8/2020 -- -- -- -- -- 66.2 7/7/2020 4.99 19.5 3176 2.07 209.0 -- P29 7/8/2020 -- -- -- -- -- 35.9 SW 1 7/8/2020 5.16 28.50 382 2.17 > 1000 > 1000 SW2 7/8/2020 7.11 24.60 470 2.30 10.6 10.6 PZ1 7/8/2020 6.64 23.40 534 1.31 > 1000 > 1000 PZ2 1 7/8/2020 6.74 23.70 939 1.95 591.0 591.0 Table 6. Appendix I Target Parameters Pitt County Municipal Solid Waste Landfill, Pitt County, NC (Permit # 74-01) Groundwater Protection Standards' IMAC DEQ CAS 2L MCL Calculated Number Name Other Names Std. (Ng�L) GWP Std 67-64-1 Acetone 2-Propanone 6000 -- -- -- 107-13-1 Acrylonitrile Acrylonitrile -- -- -- -- 7440-36-0 Antimony Antimony -- 1 6 -- 7440-38-2 Arsenic Arsenic 10 -- 10 -- 7440-39-3 Barium Barium 700 -- 2000 -- 71-43-2 Benzene Benzene 1 -- 5 -- 7440-41-7 Beryllium Beryllium -- 4 4 -- Bromochloromethane; Methane, bromochloro- -- -- -- 0.6 74-97-5 Chlorobromethane Bromodichloromethane; Methane, bromodichloro 0.6 -- 80 -- 75-27-4 Dichlorobromomethane Bromoform; 75-25-2 Tribromomethane Methane, tribromo- 4 -- 80 -- 7440-43-9 Cadmium Cadmium 2 -- 5 -- 75-15-0 Carbon disulfide Carbon disulfide 700 -- -- -- 56-23-5 Carbon tetrachloride Methane, tetrachloro- 0.3 -- 5 -- 108-90-7 Chlorobenzene Benzene, chloro- 50 -- 100 -- 75-00-3 Ethane, chloro- 3000 -- -- -- Chloroform; 67-66-3 Trichloromethane Methane, trichloro- 70 -- 80 -- 7440-47-3 Chromium Chromium 10 -- 100 -- 7440-48-4 Cobalt Cobalt -- 1 -- -- 7440-50-8 Copper Copper 1000 -- 1300 -- Dibromochloromethane; Methane, dibromochloro 0.4 -- 80 -- 124-48-1 Chlorodibromomethane 1,2-Dibromo-3- Propane, 1,2-dibromo-3- 96-12-8 chloro ro ane; DBCP chloro- 0.04 -- 0.2 -- 1,2-Dibromoethane; Ethane, 1,2-dibromo- 0.02 -- 0.05 -- 106-93-4 Ethylene dibromide; EDB o-Dichlorobenzene; 1,2- Benzene, 1,2-dichloro- 20 -- 600 -- 95-50-1 Dichlorobenzene p-Dichlorobenzene; 1,4- Benzene, 1,4-dichloro- 6 -- 75 -- 106-46-7 Dichlorobenzene trans-1,4-Dichloro-2-butene 2-Butene, 1,4-dichloro-, 110-57-6 1,1-Dichloroethane; Ethane, 1,1-dichloro- 6 -- -- -- 75-34-3 Eth Ididene chloride 1,2-Dichloroethane; Ethane, 1,2-dichloro- 0.4 -- 5 -- 107-06-2 1 Ethylene dichloride Table 6. Appendix I Target Parameters Pitt County Municipal Solid Waste Landfill, Pitt County, NC (Permit # 74-01) Groundwater Protection Standards' IMAC DEQ CAS 2L MCL Calculated Number Name Other Names Std. (Ng�L) GWP Std 1,1-Dichloroethylene; 1,1- Ethene, 1,1-dichloro- 350 -- 7 -- 75-35-4 Dichloroethene; cis-1,2-Dichloroethylene; cis Ethene, 1,2-dichloro-,(Z) 70 -- 70 -- 156-59-2 1,2-Dichloroethene trans-1,2-Dichloroethylene; Ethene, 1,2-dichloro-,(E) 100 -- 100 -- 156-60-5 trans-1,2-Dichloroethene 78-87-5 1,2-Dichloropropane Propane, 1,2-dichloro- 0.6 -- 5 -- cis-1,3-Dichloropropene 1-Propene, 1,3-dichloro- 0.4 -- -- -- 10061-01-5 , Z - trans-1,3-Dichloropropene 1-Propene, 1,3-dichloro- 0.4 -- -- -- 10061-02-6 E - 100-41-4 Ethylbenzene Benzene, ethyl- 600 -- 700 -- 2-Hexanone; Methyl butyl 591-78-6 ketone 2-Hexanone -- 40 -- -- 7439-92-1 Lead Lead 15 -- 15 -- Methyl bromide; Methane, bromo- -- 10 -- -- 74-83-9 Bromomethane Methyl chloride; Methane, chloro- 3 -- -- -- 74-87-3 Chloromethane Methylene bromide; Methane, dibromo- -- 70 -- -- 74-95-3 Dibromomethane Methylene chloride; Methane, dichloro- 5 -- 5 -- 75-09-2 Dichloromethane Methyl ethyl ketone; MEK; 78-93-3 2-Butanone 2-Butanone 4000 -- -- -- 74-88-4 Methane, iodo- -- -- -- -- 4-Methyl -2-pentanone; 2-pentanone, 4-methyl- -- 100 -- -- 108-10-1 Methyl isobutyl ketone 7440-02-0 Nickel Nickel 100 -- -- -- 7782-49-2 Selenium Selenium 20 -- 50 -- 7440-22-4 Silver Silver 20 -- -- -- 100-42-5 Styrene Benzene, ethenyl- 70 -- 100 -- 1,1,1,2-Tetrachloroethane Ethane 1112- 1 630-20-6 tetrachloro� 1,1,2,2-Tetrachloroethane Ethane 1 1 2 2- 0.2 79-34-5 tetrachloro� TetrachIoroethylene; Tetra chloroethene; Ethene, tetrachloro- 0.7 -- 5 -- 127-18-4 Perch loroeth lene Table 6. Appendix I Target Parameters Pitt County Municipal Solid Waste Landfill, Pitt County, NC (Permit # 74-01) Groundwater Protection Standards' IMAC DEQ CAS 2L MCL Calculated Number Name Other Names Std. (Ng�L) GWP Std 7440-28-0 Thallium Thallium -- 0.2 2 -- 108-88-3 Toluene Benzene, methyl- 600 -- 1000 -- 1,1,1-Trichloroethane; 71-55-6 Meth (chloroform Ethane, 1,1,1-trichloro- 200 -- 200 -- Trichloroethylene; 79-01-6 Trichloroethene Ethene, trichloro- 3 -- 5 -- 79-00-5 1,1,2-Trichloroethane Ethane, 1,1,2-trichloro- -- 0.6 5 -- Trichlorofluoromethane; 75-69-4 CFC-11 Methane,trichlorofluoro- 2000 -- -- -- 96-18-4 1,2,3-Trichloropropane Propane, 1,2,3-trichloro- 0.005 -- -- -- 7440-62-2 Vanadium Vanadium -- 3.5 -- -- 108-05-4 Vinyl acetate Acetic acid, ethenylester -- 88 -- -- 75-01-4 Vinyl chloride; Chloroethene Ethene, chloro- 0.03 -- 2 -- 7440-66-6 Zinc Zinc 1000 -- -- -- 1330-20-7 Xylene (total) Benzene, dimethyl- 500 -- -- All units are in micrograms per liter (fag/L) 2L STD = 15A NCAC 2L groundwater standard 'Applicable Groundwater Protection Standard is the lower of the listed standards. Table 7. List of Compounds Detected during the July 2020 Sampling Event (7/7-8/2020) Southern Unit of the Pitt County Municipal Solid Waste Landfill (Permit #74-01) Well ID Date Parameter Results (Ng/L) MDL (Ng/L) NC 2L or 2B Std*(Ng/L) IMAC (Ng/L) MCL (Ng/L) 11Lroundwater Samples 7/7/2020 Barium Total 1.463 1.1 700 - 2000 EB 7/7/2020 Carbon disulfide 9.80 1.5 700 - - 7/7/2020 Copper Total 1.743 1.60 1000 - 1300^ 7/7/2020 Zinc Total 66.1 4.4 1000 - 5000# 7/7/2020 1,4 Dioxane 7.90 0.8 3 - - MW6R 7/8/2020 7/7/2020 Barium Total Benzene 799 0.563 1.1 0.15 700 1 - - 2000 5 7/8/2020 Nickel Total 6.583 2.2 100 - - 7/7/2020 Barium Total 104 1.1 700 - 2000 P4^ 7/7/2020 Cobalt Total .49 P1111 1.4 - 1 - 7/7/2020 m, -X lenes 0.423 0.17 500 - - 7/7/2020 1,4 Dioxane 1.23 0.8 3 - - P12 7/8/2020 Barium Total 29.1 1.1 700 - 2000 7/8/2020 Beryllium Total 0.4133 0.16 - 4 4 7/7/2020 1,4-Dioxane 87 0.8 3 - - 7/7/2020 Acetone 153 10 6000 - - 7/8/2020 Barium Total 952 1.1 700 - 2000 7/7/2020 Benzene 1.7 0.15 1 - 5 P16R^ 7/7/2020 Chlorobenzene 0.741 0.17 50 - 100 7/8/2020 Chromium Total 1.79 J 1.4 10 - 100 7/8/2020 Cobalt Total 1.403 1.40 - 1 - 7/8/2020 Nickel Total 15.1 2.2 100 - - 7/8/2020 Selenium Total 2.73 1.82 20 50 7/8/2020 Vanadium Total 4.023 1.4 - 0.3 - 7/7/2020 1,4-Dioxane 4.2 1.2 3 - - 7/8/2020 Barium Total 100 1.10 700 - 2000 7/8/2020 Beryllium Total 0.8583 0.16 - 4 4 7/7/2020 Chlorobenzene 1.5 0.17 50 - 100 P17 7/8/2020 Cobalt Total 1.40 - 1 - 7/8/2020 Copper Total 2.11J 1.60 1000 - 1300A 7/8/2020 Vanadium Total 1.661 1.4 - 0.3 - 7/8/2020 Zinc Total 6.171 4.4 1000 - 5000* 7/7/2020 1,1-Dichloroethane 4.2 0.13 6 - 7 7/7/2020 1,4-Dichlorobenzene 5.9 0.19 6 - - 7/7/2020 1,4-Dioxane 170 D 4 3 - - 7/8/2020 Barium Total 1340 1.10 700 - 2000 7/7/2020 Benzene 0.15 1 - 5 7/8/2020 Beryllium Total 0.16 - 4 4 7/7/2020 Chlorobenzene =3. 0.17 50 - 100 7/7/2020 cis- 1,2-Dichloroethene0.15 70 - 70 P19 7/8/2020 Cobalt Total 1.40 - 1 - 7/7/2020 Ethylbenzene 1.6 0.13 600 - 700 7/8/2020 Nickel Total 23 2.2 100 - - 7/7/2020 o-Xylene 0.503 0.065 500 - - 7/8/2020 Selenium Total 2.93 1.82 20 - 50 7/7/2020 Trichloroethene 0.523 0.15 3 - 5 7/7/2020 Vinyl Chloride 0.643 0.32 0.03 - 2 7/7/2020 Xylenes Total 0.503 0.45 500 - - 7/8/2020 Zinc Total 107 4.4 1000 - 5000" 7/7/2020 1,1-Dichloroethane 0.573 0.13 6 - 7 7/7/2020 1,4-Dichlorobenzene 4.1 0.19 6 - - 7/7/2020 1,4-Dioxane 81 0.8 3 - - 7/8/2020 Barium Total 629 1.1 700 - 2000 7/7/2020 Benzene Total 2.1 0.15 1 - 5 7/7/2020 Chlorobenzene 1.8 0.17 50 - 100 P20R 7/8/2020 Cobalt Total 4.323 1.4 - 1 - 7/7/2020 Ethylbenzene 2.1 0.13 600 - 700 7/7/2020 m,p-Xylenes 0.683 0.17 500 - - 7/8/2020 Nickel Total 8.093 2.2 100 - - 7/7/2020 o-Xylene 0.453 0.065 500 - - 7/7/2020 Xylenes Total 1.13 0.45 500 - - Table 7. List of Compounds Detected during the July 2020 Sampling Event (7/7-8/2020) Southern Unit of the Pitt County Municipal Solid Waste Landfill (Permit #74-01) Well ID Date Parameter Results (Ng/L) MDL (Ng/L) NC 2L or 2B Std*(Ng/L) IMAC (Ng/L) MCL (Ng/L) 7/8/2020 Barium Total 90.3 1.1 700 - 2000 7/8/2020 Beryllium Total 7.4 0.16 - 4 4 7/8/2020 Cadmium Total 0.4793 0.36 2 - 5 P20D 7/8/2020 Chromium Total 10.7 1.4 10 - 100 7/8/2020 Vanadium Total 10.5 1.4 - 0.3 - 7/8/2020 Zinc Total 14.1 4.4 1000 - 5000# 7/8/2020 Barium Total 31.9 1.1 700 - 2000 7/8/2020 Beryllium Total 0.5521 0.16 - 4 4 7/8/2020 Chromium Total 3.133 1.4 10 - 100 P28 7/8/2020 Cobalt Total 1.933 1.4 - 1 - 7/8/2020 Copper Total 1.693 1.60 1000 - 1300" 7/8/2020 Vanadium Total 4.083 1.4 - 0.3 - 7/8/2020 Zinc Total 9.651 4.4 1000 - 5000# 7/7/2020 1,4-Dichlorobenzene 2.2 0.19 6 - 7/7/2020 1.4-Dioxane 170 D 6 3 - - 7/7/2020 Acetone 27 10 6000 - - 7/8/2020 Barium Total 788 1.1 700 - 2000 7/7/2020 Benzene Total 2.6 0.15 1 - 5 P29 7/8/2020 Cobalt Total 1.771 1.4 - 1 - 7/7/2020 Chlorobenzene 12 0.17 50 - 100 7/7/2020 Ethylbenzene 0.813 0.13 600 - 700 7/8/2020 Vanadium Total 9.761 1.4 - 0.3 - 7/8/2020 Zinc Total 14.7 4.4 1000 - 5000# 7/8/2020 1,4-Dioxane 1.7 J 1.2 3 - - PZ1 7/8/2020 Barium Total 57 1.1 700 - 2000 7/8/2020 Cobalt Total 1.673 1.4 - 1 - 7/8/2020 Zinc Total 12.1 4.4 1000 - 5000# 7/8/2020 1.4-Dioxane 2.2 1.2 3 - - 7/8/2020 Barium Total 251 1.1 700 - 2000 PZ2 7/8/2020 Cadmium Total 0.8313 0.36 2 - 5 7/8/2020 Cobalt Total 4.913 1.4 - 1 - 7/8/2020 Vanadium Total 8.983 1.4 - 0.3 - 7/8/2020 Zinc Total 73.4 4.4 1000 - 5000# Surface WaterSamp/es 7/8/2020 Barium Total 118 5.5 21,000+ - 2000 7/8/2020 Beryllium Total 31.6 0.8 6.5 - 4 7/8/2020 Cobalt Total 317 7 4+ - SWi 7/8/2020 Nickel Total 99.7 it 16.10" - 7/8/2020 Vanadium Total 32.2 J 7 - - 7/8/2020 Zinc Total 642 22 36.2+ - 5000# 7/8/2020 1,4-Dioxane 1 1.9 J 1.2 80+ - - SW2 7/8/2020 113ariurn Total 1 60.2 1.1 21,000+ - 2000 7/8/2020 ICobalt Total 1 2.59 J 1.4 4+ - - MDL = Method Detection Limit MCL = Federal Maximum Contaminant Level IMAC = Interim Maximum Allowable Concentration J = The analyte was positively identified, but the value is estimated below the reporting limit. *15A NCAC 2L groundwater standards are listed for all groundwater sampling locations. 15A NCAC 213 standards are listed for surface water sampling locations (SW1 and SW2). Value represents an EPA action level. #Value represents an EPA secondary Maximum Contaminant Level +NC In -Stream Target Value for Surface Waters "Hardness -dependent metal standard calculated assuming an in -stream hardness of 25 mg/L of CaCO3 Concentrations highlighted in yell vellow re detected above the 2L (or 2B) standards. Concentrations highlighted in orall detected above the IMAC. Concentrations highlighted in blu=re detected above the EPA MCL. APPENDIX A CORRESPONDENCE FROM THE NC DIVISION OF WASTE MANAGEMENT NCDENR North Carolina department of Environment and Dexter R. Matthews, Director Mr. Philip G. Dickerson Pitt County Engineer Pitt County Office Building 1717 West Fifth Street Greenville, NC 27834 Division of Waste Management .Tune 14, 2004 Natural Resources Michael F. Easley, Governor William G. Ross Jr., Secretary RE: Environmental Monitoring Requirements — Pitt County Landfill, Northern Portion (Permit # 74-01) Dear Mr. Dickerson: The proposal submitted by Groundwater Management Associates, Inc. (GMA) on behalf of Pitt County to stop water quality monitoring of the northern portion on the Pitt County Landfill has been reviewed. The northern portion of the facility is subject to monitoring requirements specified in 15A NCAC 13B .0600. Rule .0601 (a) states, "The Division shall require a solid waste management facility to provide such ground -water monitoring capability as the Division detennines to be necessary to detect the effects of the facility on ground -water in the area." As stated in .0601 (a) (1-5), a number of factors can be used in making such a determination. In addition to monitoring data, the "type of waste" the landfill accepted, the ground -water level in the area, and "uses that are being or may be made of any ground -water" that may have been affected by the facility are all important factors in determining monitoring requirements. Atter reviewing these factors, the Solid Waste Section will continue to require limited water quality monitoring at the landfill for the following reasons: 1. There is increased residential and business development on property adjacent to the facility. Other properties in the general area of the site are also being developed, 2. The landfill is unlined and therefore continues to produce leachate that affects groundwater. The affected groundwater eventually moves from beneath the site. 3. The leachate may have contaminants that pose a risk to human health and the environment. 4. Although there is public water available in the general area of the landfill, there area number of potable supply wells within 500 feet of the landfill according to the 2001 Hurricane Landfill Assessment Project survey for the NC Department of Envirorunent and Natural Resources. However a modification of current monitoring requirements will be permitted. Beginning this calendar year, the Solid Waste Section will allow annual groundwater and surface water monitoring for the northern portion of the Pitt County Landfill. The wells and surface water locations will be sampled for the same list of constituents as have been sampled for in the past. Because the hydraulic gradient in the area is low, groundwater is slow to move and annual sampling should provide adequate detection monitoring for contaminant releases. The southern portion will continue to he subject to the monitoring requirements of 15A NCAC 13B .1630 through ,1637, 1646 Mail Service Center, Raleigh, North Carolina 27699-1646 Phone 919-733-49961 FAX 919-715-36951 Internet http.1//wastenotnc,org An Equal Oppanurii;y l Af irrnatias Action Employer— Nnied on Dual Purpose Recycled Paper One additional environmental monitoring issue for the northern portion of the landfill needs to be addressed, and that is the need to monitor for methane gas. Solid waste management rules require that concentrations of explosive gases, such as methane, not exceed the lower explosive limit of 5% by volume at the property boundary (15A NCAC 13B A503). Because of the property development adjacent to the landfill there should be documentation that there is no threat to public health from the off -site migration of methane. The only reliable way to insure the detection of methane is to install a permanent methane monitoring system. The bar punch method with temporary monitoring locations that is being used at the landfill is not an acceptable method. Therefore the Solid Waste Section is requiring Pitt County to install a permanent methane monitoring system along the northern property boundary between the landfill and the adjacent residential property that is being developed. A methane monitoring plan that includes sampling probe construction design, proposed probe locations, and sampling methodology should be submitted to the Solid Waste Section for approval before implementation. A monitoring system installed according to accepted industry standards can provide more accurate and reproducible information and increase the confidence level that protection of public health is being served. Thank you for your cooperation with this important matter. If you have any questions, please call me at (919) 733-0692, extension257. Sincerely, Larry Rose Solid Waste section cc: .lames C. Coffey— Chief, Solid Waste Section Mark Poindexter — Head, Field Operations Branch Mark Fry — Eastern District Supervisor Chuck Boyette — Waste Management Specialist Pete Moncla, P.G. — GMA, Inc. Waste Management ENVIRONMENTAL QUALITY March 16, 2017 Sent Via Email — iohn.demary@pittcountync.�ov Mr. John Demary Pitt County Director of Solid Waste & Recycling 3025 Landfill Road Greenville, NC 27834 Re: Proposal for Assessment of Benzene Contamination Migration Pitt County MSW Landfill (Northern and Southern) Pitt County Solid Waste Permit Number 74-01 DIN 27529 Dear Mr. Demary: ROY COOPER MICHAEL S. REGAN Sec retao MICHAEL SCOTT Director The NC Solid Waste Section has completed a review of the Proposal for Assessment of Benzene Contamination Migration dated March 15, 2017 (DIN 27528) submitted on your behalf by Groundwater Management Associates, Inc. (GMA) for the closed Pitt County MSW Landfill, NC Solid Waste Permit Number 7401. During the January 2017 semiannual water quality monitoring event benzene was detected at concentrations exceeding the NC 2L Groundwater Standards in two groundwater monitoring wells. Based upon the groundwater exceedances, Pitt County is requesting to collect two pore water samples from the beneath the southern boundary ditch and analyze for Appendix I constituents. The proposed sampling locations are located downgradient of groundwater monitoring well P20R and will be sampled during the July 2017 semiannual water quality monitoring event. As a result, the Proposal for Assessment of Benzene Contamination Migration is approved as described. If you have any questions, please feel free to contact me by email at jaclynne.drummond@ncdenr.gov or by phone at 828.296.4706. Thank you for your continued cooperation with this matter. Sincerely, L)4— Jaclynne Drummond Compliance Hydrogeologist Solid Waste Section, Division of Waste Management NCDEQ State of North Carolina I Environmental Quality I Waste Management Asheville Regional Office 1 2090 U.S. Highway 70 1 Swannanoa, NC 28778 828 296 4500 cc sent via email: Tim Corley, Pitt County Engineer Jason Watkins, Field Operations Branch Head Drew Hammonds, Eastern District Supervisor Ray Williams, Environmental Senior Specialist Elizabeth Werner, Permitting Hydrogeologist Emma Shipley, GMA Steve Campbell, GMA Slaivul Nw1hCon}Ilea h k ivlrurunrntal+2ua11ty I WasteManagemenl Ashevile I funal lftr 1 10%) U.'� I Itghwuy 10 1 5wannanoa, NC 28778 828 2% 4.500 ROY COOPER Governor MICHAEL S. REGAN Secretary MICHAEL SCOTT Director NORTH CAROLINA Environmental Quality June 26, 2019 Sent Via Email - john.demary@pittcountync.gov Mr. John Demary Pitt County Director of Solid Waste & Recycling 3025 Landfill Road Greenville, NC 27834 Re: Proposal for 1,4-Dioxane Assessment and Pilot Study at the Pitt County Municipal Solid Waste Landfill Closed and Unlined Pitt County MSW Landfill Northern and Southern Units Pitt County Solid Waste Permit Numbers 7401-MSWLF- and 7401-MSWLF-1974 FID 1323161 Dear Mr. Demary, The Solid Waste Section (Section) has completed a review of the Proposal for 1,4-Dioxane Assessment and Pilot Study at the Pitt County Municipal Solid Waste Landfill dated June 21, 2019 (FID 1323159) and submitted on your behalf by Groundwater Management Associates, Inc. for the closed and unlined Pitt County Landfill, Solid Waste Permit Numbers 7401-MSWLF- and 7401-MSWLF-1974. To address the 1,4-Dioxane being detected within the groundwater at the landfill, Pitt County is proposing to: 1) Delineate the vertical and horizontal extent of 1,4-Dioxane by installing two additional groundwater monitoring wells (Type II and Type III) and six surface water gauges; 2) Initiate a one-year pilot study to determine the effectiveness of cap upgrades and repairs to see if they have limited the infiltration of rainwater into the soil cap, and if they have reduced leachate volumes and concentrations. Geophysical testing of the Southern Unit only will also be conducted to evaluate landfill cap integrity. The County will repair any areas identified by the geophysical testing and will inspect surface water drainage structures on the mound to ensure that they are operating as designed. Once repairs are made, geophysical testing will be repeated to document hydrologic benefits from cap repairs and to determine if the repairs have significantly reduced rainfall infiltration; and 3) Install two instream piezometers approximately 1.5 feet below the ditch bottom at the locations of the currently collected porewater samples. The instream piezometers will be used to collect representative groundwater samples, measure groundwater levels, and determine any discharge relationships at repeatable locations just below the stream bed. Based upon a review of the Proposal for 1,4-Dioxane Assessment and Pilot Study at the Pitt County Municipal Solid Waste Landfill, the Section approves the activities as described. If you have any questions or concerns regarding this letter, please feel free to contact me by phone at 828.296.4706 or by email at jaclynne.drummond@ncdenr.gov. Thank you for your continued cooperation with this matter. North Carolina Department of Environmental Quality 1 Division of Waste Management Asheville Regional Office 1 2090 U& Highway 70 1 Swannanoa, North Carolina 28775 828.296.4500 Sincerely, L;�4' rc�—� Jaclynne Drummond Hyd rogeologist Solid Waste Section, Division of Waste Management NCDEQ cc sent via email: Tim Corley, Pitt County Engineer Ed Mussler, SWS Chief Adam Ulishney, SWS Environmental Compliance Branch Head Jason Watkins, SWS Field Operations Branch Head Drew Hammonds, SWS Eastern District Supervisor Ray Williams, SWS Environmental Senior Specialist Sherri Stanley, SWS Permitting Branch Head Ethan Caldwell, SWS Permitting Engineer Emma Shipley, GMA Dr. Richard Spruill, GMA Jay Holley, GMA North Carollno Department of Envhvnmental Reality I AivWan of Waste Management Asheville Regional Office 12090 U.&HighwayM I Swannanoa, North Carolina 28775 828296A500 ROY COOPER Governor MICHAEL S. REGAN Secretary MICHAEL SCOTT Director NORTH CAROLINA Environmental Quality July 2, 2020 Sent Via Email - john.demary@pittcountync.gov Mr. John Demary Pitt County Director of Solid Waste & Recycling 3025 Landfill Road Greenville, NC 27834 Re: Request for Reduced Sampling Frequency of Appendix 11 Constituents Closed and Unlined Pitt County MSW Landfill Southern Unit Pitt County Solid Waste Permit Number 7401-MSWLF-1974 FID 1417776 Dear Mr. Demary, The Solid Waste Section (Section) has completed a review of the Request for Reduced Sampling Frequency of Appendix II Constituents dated July 1, 2020 (FID 1417773) and submitted on your behalf by Groundwater Management Associates, Inc. for the closed and unlined Pitt County Landfill Southern Unit, Solid Waste Permit Number 7401-MSWLF-1974. In accordance with 15A NCAC 13B .1634 a request was provided to the Section to modify the groundwater monitoring frequency for the full set of Appendix II constituents because no Appendix II constituents have been detected since 2014. Pitt County is requesting to sample for Appendix II constituents on a biennial basis with the next scheduled Appendix II sampling event occurring during July 2022. The County will continue to sample for Appendix I parameters and for 1,4-dioxane on a semi-annual basis. Based upon a review of the Request for Reduced Sampling Frequency of Appendix 11 Constituents, the Section approves the request as written at this time. If you have any questions or concerns regarding this response letter, please feel free to contact me by phone at 828.296.4706 or by email at jaclynne.drummond@ncdenr.gov. Sincerely, 1 Jaclynne Drummond Hyd rogeologist Solid Waste Section, Division of Waste Management NCDEQ cc sent via email: Tim Corley, Pitt County North Carolina Department of Environmental Quality 1 Division of Waste Management Asheville Regional Office 1 2090 U& Highway 70 1 Swannanoa, North Carolina 28775 828.296.4500 Adam Ulishney, SWS Environmental Compliance Branch Head Jason Watkins, SWS Field Operations Branch Head Drew Hammonds, SWS Eastern District Supervisor Ray Williams, SWS Environmental Senior Specialist Ethan Caldwell, SWS Permitting Engineer Emma Shipley, GMA North Carolina Department of Environmental Quality I Divislon of Waste Manageme nl Asheville Regional Office 12040 U.S. Highway 70 1 Swannanoa, North CAnnhna 28778 828.296.4500 APPENDIX B FINAL CAP REPAIR AND STORMWATER UPGRADE PLANS SUBMITTED TO PITT COUNTY BY THE WOOTEN COMPANY 0 U z m 914 m f !Falkll / d ountain 9258 33 22 121 43 Greenville E NORTH CAROLINA S(DLJTHERN LANDFILL Bear Gr r 30 � 17 0 r 264 L 9 13 pson 264 / W' terville I 0 4 o ton den 43 02 VICINITY MAP NOT TO SCALE Grimesland Chocowi l TWC PROJECT NO.: 2566-BH CHAIRMAN MELVIN C. MCLAWHORN COUNTY COMMISSIONERS TOM COULSON ANN FLOYD HUGGINS MARY PERKINS-WILLIAMS CHRISTOPHER NUNNALY ALEX ALBRIGHT MIKE FITZ1111PATRICI11( BETH B. WARD LAUREN WHITE DIRECTOR OF SOLID WASTE & RECYCLING JOHN DEMARY THE WO OTE N COMPANY 120 North Boylan Avenue Raleigh NC 27603-1423 919.828.0531 fax 919.834.3589 License Number: F-0115 CAP 0 CO m a z S"'ntOnsbUrg Rd LANDFILL RD. SITE y� 4� PROJECT AREA MAP NOT TO SCALE PROGRESS DRAWING DO NOT USE FOR CONSTRUCTION C-0.1 / SHEET 1 OF 12 N O U ABBREVIATIONS: GENERAL NOTES: Ln N Z v v s O kl 4- rz i 4- Q O O O i z k v flu J E a s 0 m Q �z i U 4-1 4- 4 c v O NO U Q. M S- o 0 i O - O z-kzI� A AREA ABAND ABANDONED ABC AGGREGATE BASE COURSE AC ACRES AFF ABOVE FINISHED FLOOR AL ALUMINUM APPRX APPROXIMATE ASPH ASPHALT ASSY ASSEMBLY AVG AVERAGE ARV AIR RELEASE VALVE AZ AZIMUTH AWWA AMERICAN WATER WORKS ASSOCIATION B-B BACK OF CURB TO BACK OF CURB BLDG BUILDING BM BENCHMARK BOA BLOW -OFF ASSEMBLY BOT BOTTOM BW BARB WIRE C&G CURB AND GUTTER CB CATCH BASIN C CENTERLINE CIP CAST IRON PIPE CI CURB INLET CLR CLEARANCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CMU CONCRETE MASONARY UNIT CO CLEAN OUT CONC CONCRETE CONT CONTINUOUS CONSTR CONSTRUCTION CONTR CONTRACTOR COR CORNER CP CONTROL POINT CPED CABLE TV PEDESTAL CULV CULVERT D DEPTH DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DIM DIMENSION DISCH DISCHARGE DIST DISTANCE DNF DID NOT FIND DOT DEPARTMENT OF TRANSPORTATION DW DOMESTIC WATER DELTA E EAST E-E EDGE OF PAVEMENT TO EDGE OF PAVEMENT EA EACH EFF EFFLUENT EIP EXISTING IRON PIPE EL ELEVATION ELEC ELECTRIC EPED ELECTRIC PEDESTAL EP EDGE OF PAVEMENT EW EACH WAY Ex EXISTING EXPJT EXPANSION JOINT FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FIN FINISH FLG FLAG FILING FLANGE FM FORCE MAIN FOHH FIBER OPTIC HAND HOLE FOM FIBER OPTIC MARKER FOPED FIBER OPTIC PEDESTAL FP FIRE PROTECTION FPS FEET PER SECOND FT FEET FTG FOOTING G GAS GA GAGE GALV GALVANIZED GM GAS METER GPM GALLONS PER MINUTE GR GRADE GV GATE VALVE GYP GYPSUM HCP HANDICAPPED HH HAND HOLE HT HEIGHT HOR HORIZONTAL HP HORSE POWER HWA HIGH WATER ALARM HWL HIGH WATER LEVEL HYD HYDRANT ID INSIDE DIAMETER IN INCH IN/HR INCHES PER HOUR INF INFLUENT INT INTERSECT INV INVERT IPS IRON PIPE SET ISL ISLAND JB JUNCTION BOX KWY KEYWAY LF LINEAR FEET L LENGTH LP LIGHT POLE LT LEFT LWL LOW WATER LEVEL MAX MAXIMUM MATL MATERIAL MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MJ MECHANICAL JOINT MIN MINIMUM MON MONUMENT N/A NOT AVAILABLE N NORTH NAD 83 NORTH AMERICAN DATUM 1983 NCWN NORMAL CROWN NC GRID NORTH CAROLINA GRID NCGS NORTH CAROLINA GEODETIC SURVEY No. NUMBER N/R NOT REQUIRED NTS NOT TO SCALE NOM NOMINAL NWL NORMAL WATER LEVEL OC ON CENTER OD OUTSIDE DIAMETER O/H OVERHEAD ORIG ORIGINAL PC POINT OF CURVATURE PED PEDESTAL PE PLAIN END PI POINT OF INTERSECTION PIV POST INDICATOR VALVE P PROPERTY LINE PP POWER POLE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PT POINT OR POINT OF TANGENCY PUE PERMANENT UTILITY EASEMENT PVMT PAVEMENT R RADIUS R/W RIGHT OF WAY RCP REINFORCED CONCRETE PIPE REF REFERENCE REQ'D REQUIRED RET RETAINING REV REVISED RPZ REDUCED PRESSURE ZONE RPM REVOLUTIONS PER MINUTE REINF REINFORCED RT RIGHT S/W SIDEWALK SAN SANITARY SCH SCHEDULE SDMH STORM DRAINAGE MANHOLE SF SILT FENCE SHT SHEET SGNL SIGNAL POLE S SOUTH SPECS SPECIFICATIONS SQ SQUARE SSMH SANITARY SEWER MANHOLE SSTL STAINLESS STEEL ST STREET STA. STATION STD STANDARD SYM SYMBOL T TANGENT TBM TEMPORARY BENCH MARK TCP TERRA COTTA PIPE TDD TEMPORARY DIVERSION DITCH THH TELPHONE HAND HOLE TPHN TELEPHONE TPED TELEPHONE PEDESTAL TEMP TEMPORARY THK THICK TOC TOP OF CURB TOP TOP OF SLOPE TOW TOP OF WALL TP TELEPHONE POLE TRANS TRANSFORMER TRFCBX TRAFFIC SIGNAL CONTROL BOX TRFCPL TRAFFIC SIGNAL POLE TICE TEMPORARY CONSTRUCTION EASEMENT TYP TYPICAL UMKR UTILITY MARKER U/G UNDERGROUND UP UTILITY POLE VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VERT VERTICAL VOL VOLUME VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W/ WITH WL WATER LINE WM WATER METER WT WEIGHT WV WATER VALVE WTP WATER TREATMENT PLANT WWF WELDED WIRE FABRIC WWTP WASTE WATER TREATMENT PLANT YI YARD INLET 1. EXISTING UTILITIES ARE LOCATED APPROXIMATELY ON THE DRAWINGS. CONTRACTOR SHALL CONTACT UTILITY LOCATE TO CONFIRM THE LOCATIONS OF ALL EXISTING TELEPHONE, ELECTRICAL AND TV CABLES, GAS LINES AND OTHER UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL NOTIFY NCDOT AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHTS -OF -WAY. RIGHTS -OF -WAY AND/OR TEMPORARY EASEMENT ARE THE LIMITS FOR CONSTRUCTION. 3. THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS. PROPERTY CORNERS, RIGHTS -OF -WAY LINES, AND EASEMENTS SHALL BE CLEARLY MARKED FOR CONSTRUCTION LIMITS. ALL DISTURBED PROPERTY CORNERS SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR. 4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR ITEMS SHALL INCLUDE, BUT ARE NOT LIMITED TO, EXISTING SIGNS, MAIL BOXES, FENCES, AND STORM SEWER PIPES. FENCES WITHIN RIGHTS -OF -WAY SHALL BE RELOCATED TO THE RIGHT-OF-WAY LINE AND FENCES WITHIN EASEMENTS SHALL BE REMOVED UNLESS OTHERWISE NOTED. INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED. 5. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. 6. OPEN CUT PAVED DRIVEWAYS PER SPECIFICATION. PROVIDE PAVEMENT PATCHING PER DETAIL. UNPAVED ROADS OR DRIVEWAYS SHALL BE PROVIDED WITH STONE PER PATCHING DETAIL. 7. 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER TO 10 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH AND OTHER AREAS OF EXISTING DRIVEWAYS AND DISTURBED DURING CONSTRUCTION. 8. EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAYS AT ANY TIME, UNLESS APPROVED BY THE NCDOT DISTRICT ENGINEER. 9. EDGE OF UTILITY TRENCH SHALL BE NO CLOSER THAN 3 FEET TO THE EXISTING EDGE OF PAVEMENT. 10. IF ANY OF THE NEW MANHOLE STRUCTURES ARE EXPOSED IN ANY PORTION OF THE ROADWAY SIDE DITCH, THE DITCH SHALL BE PIPED, BACKFILLED, TAMPED, GRADED FOR POSITIVE DRAINAGE, AND SEEDED. IF CONDITIONS WARRANT PIPING THE DITCH, DRAINAGE STRUCTURES MAY BE REQUIRED; THEREFORE, PLEASE CONTACT THE NCDOT. THE EXISTING DITCH SHALL NOT BE REALIGNED FROM THE ORIGINAL CONDITION WITHOUT APPROVAL FROM THE NCDOT. 11. ALL SEWER SERVICES TO BE INSTALLED TO RIGHT-OF-WAY AT MINIMUM GRADE FROM THE MAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 12. THE LIMITS OF DISTURBANCE SHALL BE THE RIGHT-OF-WAY, PERMANENT EASEMENT OR TEMPORARY EASEMENT. 13. SANITARY SEWER SERVICES ON EXISTING LINES SHALL BE SEALTITES TEE BY GENERAL ENGINEERING COMPANY, OR EQUAL. EROSION CONTROL NOTES: 1. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS. 2. INSTALL SILT FENCE AROUND SPOIL PILES. 3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER. Notify NC811 Three Full Working Days Before Digging Dial 811 or 1-800-632-4949, or visit www.nc8ll.org INDEX TO DRAWINGS C-0.1 COVER SHEET C-0.2 INDEX OF SHEETS, ABBREVIATIONS, GENERAL NOTES AND LEGEND C-1.1 EXISTING CONDITIONS AND DEMOLITION OVERALL PLAN C-1.2 GRADING PLAN C-1.3 SECTIONS C-1.4 SECTIONS C-1.5 EROSION CONTROL C-2.1 SOIL AND EROSION CONTROL DETAILS C-2.2 STORMWATER DETAILS C-3.1 DIGITIZED CONTOURS FROM ORIGINAL DESIGN C-3.2 SURVEYED ELEVATION CONTOURS C-3.3 VOLUME COMPARISON C-3.4 DRAINAGE LABELS AND PHOTOS SURVEY WATER EXISTING NEW EXISTING NEW 0 BM BENCHMARK m GV WATER VALVE ►� ® IBM TEMPORARY BENCHMARK ¢_M FH FIRE HYDRANT {-►� ® CM CONCRETE MONUMENT a REDUCER/INCREASER O IRON PIPE • 0_x AIR AIR RELEASE 6►1 0 HUB & TACK ■ o WM WATER METER c 0 NAIL • 1 PLUG PLUG C O NAIL & CAP • 6 YH YARD HYDRANT ® PK NAIL 0 O WELL WELL W WATER LINE W CONIFEROUS TREE CTREE 10 PV PLUG VALVE ICI DECIDUOUS TREE DTREE © SHB SHRUB SEWER UTILITIES EXISTING NEW EXISTING NEW O MANHOLE © 0 POWER POLE MH PP CO CLEAN OUT • Zi LP LIGHT POLE -SS SEWER LIINE SS -3 GUY GUY WIRE FM FORCE MAIN FM ° TV CABLE TV PEDESTAL TPED TELEPHONE PEDESTAL TRAN TRANSFORMER -G GAS LINE STORM DRAINAGE EROSION CONTROL EXISTING NEW EXISTING NEW III DROP INLET DITCH / SWALE DI CURB INLET STONE CHECK DAM CI III YARD INLET YI INLET PROTECTION > FES FLARED END SECTION ® MANHOLE RIP -RAP D D D STMH ---- PIPE DIA. MATERIAL SILT FENCE--�--F� MISC. FONT STYLES EXISTING NEW PROPOSED FEATURES - - - - PL - PROPERTY LINE EXISTING FEATURES WOODS LINE - - - R/W - RIGHT-OF-WAY ELEV. MAJOR CONTOUR ELEV. MINOR CONTOUR PERM. UTILITY EASEMENT -• -� Ln z O LU z� N Q M ' O �00 N � O O U NOW-Z � ' `° 6i .6 �zM-0 W °' E pop �c �Lz 0 ¢ o °�' c� ID 0 cv N IDC, W U W 2 z 0 F- O U Q z_ J U 2 H- O z O F_ Q U O d Q U J J IL 0 Q J LU ZD 0 V) z O Q W oC on on Q 0 z Q V) w O V) W LU 2 V) ILL. O X W 0 z DESIGNED BY: DFB DRAWN BY: JTH, KES, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: .JUNE 2020 SCALE: AS NOTED C-0. 2 TBM: #1 CAP Elev: 82.16 TBM: #2 REBAR/CAP Elev: 79.62 TBM: #3 REBAR CAP Elev: 76.54 m M Lf) � N SZ- O U 4-I k \ v O Ln k -r3 rV op .v O v ai o � a) zz NOTES: 1. ALL EXISTING CATCH BASINS TO BE REMOVED. ALL DRAIN PIPE INVERTS TO REMAIN. DRAIN PIPES WITH EXISTING DAMAGE TO BE REMOVED WITH ENGINEER'S APPROVAL. ILT/0I04Y1 TBM 2 LEGEND EXISTING DRAINAGE PIPE (TO REMAIN) EXISTING CATCH BASIN (TO BE DEMOLISHED) MONITORING WELL SLOPE OF CAP Qw� ZZDZD — I--- oC �O� —zz Joo Luou ce oC o ❑ 100, 50, 0 100, 200' 300' SCALE: 1 " = 100' BMW XX% z 0 w z Q� r)^^ M 00 N NC"i U Ls') Z N O � N _ i N � W f6 E aCD CD Q J OO (j O CQ N N Lo j N w 2 O M z O d LU J J z w w V Q J z O J O W 0 ca Ln O r) O U z X w DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: AS SHOWN C-1 A N U ------------ ---------- ------------ ul,.,�l 11 ----- s - ------------- Ma WIN QN0 WE . . • � �: M- ► sir. 01 g .. los i 's I :1 iv ovr•�� 11 r •' ter_ ,, —_`` I _ ` .� "� • . ` � �.l��' / � 80 L B s 1 X77. I I ]]� P19 ,6 + E T II I NEW DRAINAGE • I II I PIPE, RAISE INV=78.3' CONTOUR ON _ / I I II OUTER EDGE TO OV I 104'. SEE DTL. II 3/C-2.2 o o �� • E II I �mW MW 13 I P 17 P28 INV=76.9' TIVIT- I I II NEW DRAINAGE I PIPE, RAISE II CONTOUR ON =10 AREAS OF CAP REPAIR OUTER EDGE TO II II SEE 5/C-2.1 2 C'. SEE DTL. / •'o I I� 1 105 A 1 C-1.3 DMW a� -- - - -- --------------- - - - - W INSZ=822I. —- I-- - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - -- - --- ` -- -- TBM: #1 CAP Elev: 82.16 TBM: #2 REBAR/CAP Elev: 79.62 TBM: #3 REBAR CAP Elev: 76.54 � m Q� o � i O � O U 4-1 k v o 4- co .v O v rn In Q) o � — �ozz�o Will 120 c TBM 2 .3' 99 X99.3' +pp - MW6R --------- r ,- ------ r ' INV=72.0' w T E� / r r r r r r r r INV=72.5' v B C-1.3 PROPOSED DRAINAGE PIPE NEW GRADING. SEE NOTE 2. — — — rn' 0' EXISTING z z GRADE can m = POSITIVE DRAINAGE TO CATCH BASIN can I m = �I �I 0+50 1+00 1+50 2+00 2+50 c SECTION C-C �.2 SCALE: 1"=50' HZ 1"=5' V 3+00 3+50 ICAL LEGEND NOTES: 1. AREAS OF CAP REPAIR SHOWN ARE APPROXIMATE. EXACT LOCATIONS TO BE FLAGGED IN FIELD. 2. TOPSOIL SHALL BE ADDED TO PROVIDE POSITIVE DRAINAGE TO CATCH BASINS AND TO INSURE ALL CATCH BASIN INLETS ARE AT GRADE. 3. MINIMUM COVER OF 3 INCHES ON DRAIN PIPE. 4. AREAS OF CAP REPAIR TO HAVE TOPSOIL REMOVED AND GROUND SCRAPED FLAT ABOVE WASTE. REPAIR TO INCLUDE 18" IMPERMEABLE LAYER AND 6" TOPSOIL ABOVE, PER DETAIL 5/C-2.2. DRAINAGE PIPE ELEVATION LENGTH A EL. 125' 1925 LF B EL. 104' 2747 LF * SEE DETAIL SHEET FOR PIPE, BERM AND TRENCH INFORMATION. VISIBLE EROSION AREA TO BE REPAIRED 20% SLOPE OF CAP —••—••— NEW TRENCH -RAISE CONTOUR ON OUTER EDGE OF TRENCH TO 125' —•—•—•- NEW TRENCH -RAISE CONTOUR ON OUTER EDGE OF TRENCH TO 104' - 1 REGRADE TO ELIMINATE PONDING 1 B0 PROPOSED CATCH BASIN EXISTING DRAINAGE PIPE LL O Lnu Lu l___ ZZDZD � oC � 0 �zz .jo o Lu oc o 100, 50, 0 100, 200' 300' SCALE: 1 " = 100' c/) z O w z � Q/ � LL M 00 N -- U N Lo Oco Z N � ^ O z� L. � 4J i N � W cs ,< E f6 C) CD QJ cn O (j O � -- O L C) }' N N Lo j N w _CD co co a U J J IL 0 Q w F- ZD O w J J Z W w v Q J IZ V z_ DC u DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: AS SHOWN C-1 02 � m Q o� � o � O � O 4-1 NO 4- a) -- U ai o �- 120 110 100 .E w 70 60 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 a� SECTION A -A C-1.2 SCALE: ill = 50' HZ 1"= 5' V 150 140 130 120 110 100 90 80 70 60 1 1 1 1 1 1 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 EXISTING PROFILE /�R SECTION B-B C-1.2 SCALE: if[ = 50' HZ 1"= 5' V 150 140 130 120 110 100 .c 70 60 0+00 0+50 1+00 1+50 2+00 2+50 3+00 O �Lnu w� ZZDZD I--- oC � 0 �zz .jo o ou W/ oc 00-0 0 c/) z O w M ZN M O CD O N W U M L.11 O Z � Oo pMp u- L: Z `° � 0 XD W 2E U) O¢C� = 00 c&pomp C"j " W Z O N Q z J Q U ry 0 z z O U d w J J Z W W lu d Q U J J IL 0 z Q J z w 2 ZD 0 c/) z O U w un DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: HORZ.: 1 " = 50' VERT.: 1 " = 5' so, 2 5' 0 so, 1001 ISO, HORZ.. 1 = 50 C-1 .3 VERT.: I" = 5' m I N I Z v v s v C) V v 4- rz i v )+0 0+( 136 135 134 133 132 131 130 Ln 129 W ti 128 ISTING GRAD o W W ti� �� W� 26 25 24 23 W W 22 21 U 20 19 18 17 E ISTI G GRAD 16 15 14 \ 13 12 11 � SECTION D-D UPPER TRENCH G1.2 SCALE: 1"=50' HZ 1"= 5' V 110 109 P 108 U U 107 + + + + C~ U) Lr" V) 104 103 EXISTING Gb ADEluo 1 99 96 94 93 91 Q �i O 4 O I � � v J v t 0 I m Q� o 0 U 4-I ai o -, --, - W W W W W U� UN "' � ti P4 W� [�� N ti ti ti (J� / \loo,— J e SECTION E-E LOWER TRENCH G1.2 SCALE: 1"=50' HZ 1"= 5' V 1..1— O Lu I--- ZZDZD G0(~ �zz .jo o Luou ce 00-0 0 (/•) z O Lu af M ZN M O r- 67 N W ) M CU-) O z � o u- � x � LU &pompU) O¢ o c °O a� c " m � rn w� z o N Q z_ J 0 Q U O z z O w J J z W W af lu V) Lu u z Lu Lu z u ZD V) z O u Lu V) DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: HORZ.: 1 " = 50' VERT.: 1 " = 5' so, 2 5' 0 5 0' 100, 1 5 0' C-1 .4 HORZ.. 1 = 50 VERT.: I" = 5' - m I I Z au v s a, O V 4- rZ i v Q �i O 4 O U I Z � m Q � o � o � N M O � O U 4-I k v o 4- co .- <S v ai o �— �a)zz�o TBM: #1 CAP Elev: 82.16 TBM: #2 REBAR/CAP Elev: 79.62 TBM: #3 REBAR CAP Elev: 76.54 SEE DETAIL e -z.� CONSTRUCTION SEQUENCE 1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE PITT COUNTY REPRESENTATIVE. OBTAIN A LAND -DISTURBING PERMIT. 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. 3. CALL PITT COUNTY FOR AN ONSITE INSPECTION BY THE THEIR REPRESENTATIVE TO OBTAIN A CERTIFICATE OF COMPLIANCE. 4. INSTALL EROSION AND SEDIMENTATION CONTROLS. 5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. BEGIN CONSTRUCTION. 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. DENUDED SLOPES MUST BE PROVIDED WITH GROUND COVER WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF DEVELOPMENT. 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL PITT COUNTY FOR AN INSPECTION BY THEIR REPRESENTATIVE. 8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE PITT COUNTY REPRESENTATIVE. OBTAIN A CERTIFICATE OF COMPLETION. 10. REMOVE TEMPORARY CONTROLS. LEGEND EXISTING DRAINAGE PIPE - EXISTING CATCH BASIN (TBR) SILT FENCE SILT FENCE OUTLET LIMITS OF DISTURBANCE LOD O �Lnu w� ZZDZD I— oC � 0 �zz .jo o W oc pC O ILL 100, 50, 0 100, 200' 300' SCALE: 1 " = 100' cn z O w ry 0 z w J J Z W W V d Q U J J IL z Q J z w ZD O t/) z ^Q I) 2E O U Z W O O Lu 2 M 00 N c N Lo O � N � Ln OJ i N � O X E f6 aD C) CD OJ O cn O c/) L 0D a"' N N Lo j N O M DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: AS SHOWN C-1 05 a, v s 2 a, C) 4— rZ STONE FILTER OF 1" GRAVEL PLACED AGAINST FENCING WHERE REQUIRED. 8'-0" MAX 8'-0" MAX I z_ WIRE / / ) MESH SILT 11I 1 N-) 1 FENCE °lJ ' ) I 911 APPROVED SILT i 6" x 6" WIRE i i - �� i 19" / FILTERING �) MESH BACKING`0 o - ANCHOR l FABRIC i t Pil _Lj t DITCH 1 � r NOTES: "-- 1.33 LB/FT STEEL POSTS (TYP.) 1. POSTS SET AT DEPTH OF 4' FOR EARTH BACKFILL. ANCHOR DITCH IS 8"X 4" AND FILL IS TO BE COMPACTED. 2. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY BREAK AND SILT TRAP. 3. CONTRACTOR MAY USE MATERIAL OR METHOD UPON APPROVAL FROM ENGINEER. 4. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 5. SEE INC STATE DEQ PRACTICE STANDARDS & SPECIFICATIONS. MAINTENANCE 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL > 11N. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2. ANY DAMAGED FABRIC SHOULD BE REPLACED IMMEDIATELY. 3. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN ACCUMULATION REACHES 6 INCHES. SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER AND PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN EVENT. 4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED SLOPES GREATER THAN 10' IN HEIGHT. SEEDING MIXTURE Tall fescue NURSE PLANTS i SILT FENCE C-2.1 NOT TO SCALE GRASS FINED CHANNELS AND DITCHES RATE (lb/acre) 200 (4-5 LB/1,000 SOFT.) Between May 1 and Aug 15, add 10 lb/acre German millet or 15 lb/acre Sundagrass. Before May 1, or after Aug 15, add 40 Ib/acre rye (grain). SEEDING NOTES BEST Aug 25 - Oct POSSIBLE Feb - Apr 15 Avoid seeding from Nov to Jan. If seeding must be done at a time, add 40 lb/acre rye grain and use a channeling lining that offers maximum protection. SOIL AMENDMENTS Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. Operate tilage equipment across the waterway. Use jute, excelsior matting, or other effective channel lining, material to cover the bottom of channels and ditches, and staple securely. The lining should extend above the highest calculated depth of flow. On channel side slopes above this height, and in drainages not requiring temporary linings, apply 4,000 Ib/acre grain straw and anchor by stapling netting over the top. Refer to details for specific temporary lining requirements if applicable. Mulch and anchoring materials must not be allowed to wash down slopes where they can clog drainage devices. MAINTENANCE inspect and repair mulch frequently. Refertilze in late winter of the following year; use soil tests or apply 150 Ib/acre 10-10-10. Mow regularly to a height of 2-4 inches. 2"-3" COARSE AGGREGATE NOTES: 1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. 2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. 3. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE. 4. ANY MATERIALTHAT MAKES ITTO EXISTING PUBLIC ROADWAY SHALL BE REMOVED AND CLEANED IMMEDIATELY. CONSTRUCTION ENTRANCE NOT TO SCALE STEEP SLOPES (3:1 TO 2:1) LOW MAINTENANCE SEEDING MIXTURE RATE (lb/acre) Tall fescue 100 Sericea lespedeza 30 Kobe lespedeza 10 SEEDING NOTES 1. In Eastern Piedmont add 25 Ib/acre Pensacola Bahiagrass. 2. After Aug. 15 use unscarified sericea seed. 3. Where a neat appearance is desired, omit sericea and substitute 40 Ib/acre Bahiagrass or 15 Ib/acre Bermudagrass. NURSE PLANTS Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 Ib/acre Sungangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain). SEEDING DATES BEST POSSIBLE FcII: Aug 25 - Sept 15 Aug 20- Oct 25 Late Winter: Feb 15 - Mar 21 Feb 1 - Apr 15 FcII is best for tall fescue and late winter lespedezas. Overseeding of Kobe lespedeza over fall -seeding tall fescue is very effective. Use unhulled Bermudagrass seed in fall. SOIL AMENDMENTS Apply lime and fertilizer according to soil tests, of apply 4,000 lb/acre ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. Apply 4,000-5,000 lb/acre grain straw, or equivalent cover of another suitable mulching material. Anchor mulch by tacking with asphalt, roving, or netting. Netting is the preferred anchoring method on steep slopes. MAINTENANCE Refertilize in the second year unless growth is fully adequate. May be mowed once or twice a year, but mowing is not neccessary. Reseed, fertilize, and mulch damaged areas immediately. Q AS NOTED ON DRAWING DITCH INV RIP -RAP NCDOT CLASS II EROSION CONTROL STONE (ECS FILTER FABRIC, MIRAF1140S PIPE OUTLET DITCH PROTECTION NOT TO SCALE FILTER OF 1 INCH DIAMETER # 57 WASHED STONE o� o ° c 00 O NOTE: o° SILT FENCE FABRIC TO OVERLAP o 0 o O HARDWARE CLOTH BY 12 INCHES ° °° 00 0 ° 0�0 STEEL FENCE POST ° 3' LONG MIN., 2"x4" STEEL POSTS •�•�� :�. �� �•�. •i��•: •ice•• GATHER EXCESS — 1/4" WIRE MESH AT CORNERS NOTES: LMI FRAME 1. DRIVE POSTS INTO THE GROUND TO A DEPTH OF 1.5' 2. WIRE MESH SHALL BE HARDWARE CLOTH (23 GAUGE MIN.) AND SHALL HAVE %4" MESH OPENINGS. BURY FABRIC V AND EXTEND TO THE TOP OF THE POSTS. 3. SEDIMENT CONTROL STONE SHALL BE #57 STONE. HEIGHT OF STONE AT WIRE MESH SHALL BE 12 INCHES. 4. FASTEN FABRIC SECURELY AT THE CORNER POSTS. TEMPORARY INLET PROTECTION NOT TO SCALE ,0 qQ�� r �03h° Uti°° ° g oobdo°°� �oo�c�o° °o°$o o�0 0 ° ° ° oB00 ° °� ° a o r °0 °°p° o °° ° O o° �0 0 o 1 °O o °°°�a�povQo ° 00 p0 0 0 �Oo oo °O� °O24no°^° O( WIRE FENCE SILT FENCE FABRIC HARDWARE CLOTH ON WIRE FENCE FILTER OF 1 INCH DIAMETER # 57 WASHED STONE 'P FLOW DIRECTION ° $0 18" 00 0 off° ° ° GRADE i11_Hlj III I II SIDE VIEW U MAINTENANCE INSPECT SILT FENCE OUTLET EVERY SEVEN DAYS AND WITHIN 24 HRS AFTER EVERY 1 IN. RAIN EVENT. REMOVE ACCUMULATED SEDIMENT. REMOVE CONTAMINATED STONE AND REPLACE. -HARDWARE CLOTH STEEL FENCE POST ON WIRE FENCE PLAN VIEW NOTE: USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND THERE IS A LOW AREA. USE AS A REPAIR OF SILT FENCE FAILURES. STEEL FENCE POST SET �u�vuu un rrrT ♦MAM � FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO THE TRENCH �s1 SILT FENCE OUTLET NOT TO SCALE 91, V-611 91, OVERLAP MAX. SPACING OVERLAP TOP ALONG EDGES BOTTOM a ° o STAPLE LOCATIONS (TYP.) J O N O � LU O LU Ua ° Q o O GRADE SLOPE °--T a a- ° ACROSS MIDDLE LU Q L LU > wo 0 Ua ° M o i p NETTING OR MATTING Ln ----- INSTALLATION OF LINER: 1.) APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. 2.) LAY LINER FROM TOP OF SLOPE OR CHANNEL AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY WITH WRINKLES. DO NOT STRETCH LINER. 3.) BURY THE UPSLOPE END IN AN ANCHOR TRENCH 6" DEEP, COVER WITH SOIL AND TAMP FIRMLY. PROVIDE STAPLES (1" WIDE x 6" LONG MIN.) AND OVERLAP AS SHOWN ABOVE. ALL DITCHES SHALL BE LINED WITH NORTH AMERICAN GREEN S150 OR EQUAL. TEMP LINER DETAIL C-2.1 NOT TO SCALE u/e�l►���►1e1►141;1 V) O LU } M z" QM ^00 U M u"� Oz�- M O U�' L Z `°x.. M-0 Lu E 5ZM o¢C6co LO = °° o fa N a0 U_ o CD T J L Q� Lu 2 z (D Z D O U V) J_ Q LU 0 J O Z O O V) O oC LU Ca Z LU 0 LU z U iD a DESIGNED BY: Q DFB DRAWN BY: EM L INSPECT PERIODICALLY OR AFTER RAINSTORMS FOR EROSION OR FAILURE. REPAIR ALL WASHED OUT AREAS BY RE -GRADING, RE -SEEDING, AND RE -INSTALLING LINER AND MULCH AS REQUIRED. PRELIMINARY DO NOT USE FOR CONSTRUCTION_j CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: AS NOTED C-201 STANDARD 18" INLET GRATE iE:li 12" STANDARD 18" INLET GRATE e� STANDARD 18" INLET GRATE D O p H L m w a z O :GRATED 00 T' E HOLES OWN IN 6" 0 PERFORATED HDPE PIPE HOLES FACING DOWN IN TRENCH 'E PIPE NOTES: 1. USE NYLOPLAST OR SIMILAR. 2. USE THIS DETAIL FOR INLETS 1A, 2A, 3A, 4A, 5A, 6A, 7A, 8A, 9A, 10, 11, 12A, & 13A. CATCH INLET A DETAIL NOT TO SCALE 94 15" 6" 0 PERFORATED HDPE PIPE HOLES FACING DOWN IN TRENCH 12" 0 HDPE PIPE NOTES: 1. USE NYLOPLAST OR SIMILAR. 2. USE THIS DETAIL FOR INLETS 1B, 2B, 3B, 413, 513, 613, 7B, 8B, 9B, 12B, & 13B. CATCH INLET B DETAIL NOT TO SCALE 6" 0 HDPE PERFORATED PIPE FILL SOIL LINE WITH FILTER FABRIC SLOPE BOTTOM OF TRENCH AND PIPE 1% TO CATCH BASIN EL. 125' OR EL. 104' SEE PLAN P� MEABILITY LAYER (LPL) D D SOLID WASTE DRAINAGE TRENCH DETAIL NOT TO SCALE .11 MIN NU I t5: 1) SEE SPEC 02300, EARTHWORK, FOR SPECIFICATIONS ON LOW PERMEABILITY LAYER. 2) SLOPE:MATCH ADJACENT SLOPE, BETWEEN 5% - 25%. s CAP REPAIR DETAIL C-2.2 NOT TO SCALE X X X STRAWLINER WITH NET c11 nr- Tn" SOIL IACENT GRADE NOTES: 1) REMOVE GRASS & TOPSOIL PRIOR TO INSTALLING BERM. 2) COMPACT FILL SOIL TO 95% STANDARD PROCTOR IN 6" LIFTS. I..L O awe zc )U » �OLn —zz JoLLJ QO ce ce O ILL NEW BERM AND DRAIN DETAIL NOT TO SCALE O cn w } M zCIA aM O ^ca N Lo M U M u"' Oz�E5 M O UCK�' L Z�° cm . . W °' E we co O¢ O � = °° o fa oq U_ o co T J L Q� W 2 z O DESIGNED BY: DFB DRAWN BY: EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: DUNE 2020 SCALE: AS NOTED C-202 P17 P11R P28 • P19 DESIGN CONTOURS P16R 4TBM 1 P20R �mw O Qw� ZZDZD I--- oC � 0 �zz .jo o W oc pC O ILL ® TBM 2 --------- TBM 3 MW6R FOR INFORMATION PURPOSES ONLY. DO NOT USE FOR CONSTRUCTION. 100, 50, 0 100, 200' 300' SCALE: 1 " = 100' c/) z O V) w QM 00 G z N Lo O >�LL z (V _ u7 4J N � W " E &pomp CD O CQ � } N w N Lu 2 O M w J J z W W lu z Lu J Q z V oC O 7 O IL Ln ZD O z O U 0 N_ V DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: AS SHOWN C-3ml N M U - m / / I I I I I � I � 1 11 '1 I I 1 1 1 I 1 1 1 I 1 1 11 emW I 1 I 1 I I I I I 1 I I 1 1 I 1 1 1 ` 1 ` I I-------------------- 1 I I TBM: #1 CAP Elev: 82.16 TBM: #2 REBAR/CAP Elev: 79.62 TBM: #3 REBAR CAP Elev: 76.54 O �Lnu w� ZZDZD I--- oC � 0 �zz .jo o W oc pC O ILL 100, 50, 0 100, 200' 300' SCALE: 1 " = 100' cn z O V) w z O a O z w J J Z W W V d Q U J J IL 0 Q w ZD 0 z Q� r)^^ 00 M N c N C"i Z N U-) O M O U—�_ � N i N � L.0 cs X E cn rn CD c j o c O N N Lo j N w 2 0 M V) D O z O U O LU J w 0 w W DC V) DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: AS SHOWN C-302 M M U P11R rn 0 U X80�' INV=77 OF SLOPE EROSION AND SEVERAL VISIBLE SEEPS INV=76.8' INV=77.4' -\ P16R INV=77.5' �� INV=76.9' 9' OVENT <8• , (:]. , i • 101.5' POND W-2 TBM 2 ; - -- - �------- - - - - -- MW6R ------------- INV=72.0' �W� ZZDZD C� I--- OC G 0 �zz .jo o W oc pC O ILL ELEVATION MODEL VOLUME DESIGN 808,418 CY CURRENT 756,974 CY DIFFERENCE 511444 CY 100, 50, 0 100, 200' 300' SCALE: 1 " = 100' z Q� r)^^ M 00 N NC"i U Lo OM Z N = Lo O U—�_ � N i N � W CD ,< E f6 &pomp CD Q O J O cn O CQ N N Lo j N w O M z O d w J J Z W Lu V d Q U J J LL 0 z Q W ZD O z Lu Lu W z Co W oC z j:e OD Ln U Q C) C� G O z U lJ W cn 2 W Z J O DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: AS SHOWN C-33 ST ➢•-T•y 1A jp- ,yam • y I < �Y } r IR - r �1 A QM •ira t r - f --a • - ., : zr-- ')d T , j -r�l�� ti.. S' a • � - s � - T i ^c ` e i r - s - -v >r f' • - [ -e % r. s r - :fit•-s _ ..t• �. l a�te'• �S` - `a t L - _ 1 • , s .1i - _ �4 ets. .i - v� ,s• SJ1 �J�O�.�O-o+s j-i-�s._.A•+.. i'.r { �[!• _ _ ,r ;. ;Ys.. -G,.. .. 1B 2A 2B i i i i I I I � I \ 1 `I '1 I 1 1 I 1 I d7.1 .fit _e 3 p _ ON li s ' 9A 9B k v L 10 11 � - < �: •-rat' ►-G r ��� �j _ /f � � � _ n • �-.- _ �r.• -vim i4 f >�w i• _ Z - , - w h s 13 - s to �=i �'� ♦ �'i �1 !!pperr _ • `v I' y_ �s OVA s t .AN -1. a` PF r r is • / 4• 4� c T 4 �l 8 •l. 1 s f O r 3A 3B 413 12A 12B OVENT i; J•.1516 �. �� • � .mac. V • 7 dvmv t Y 7 S t � Ir < r •5 •t / ♦� t ? - ti 1• +•his'' - ..� e•:•:C. d� ti i ♦/ r s 'h r s y Y T s� r r t •` h. i d � 3 b- •' i _ a •yam l- - r r' 5A 5B TBM 2 LEGEND O13B PHOTOGRAPH ID'S z O t �tt A - - 3 �z rre - 1 W o/I 100, 50, 0 100' 200' 300' SCALE: 1 " = 100' �a ! - 9f �r. .mil 'S r i -�♦-.- 3.- >s ��,.j•• - - , 's - - � \ :i.I � �• R i. rr� � - � � - � • f � s •V•�f - S ^,�1� .lti� • iaill 13A 13B x F1� � s Q" T ' Y ' r F . , I 6A PRELIMINARY DO NOT USE FOR CONSTRUCTION z Q� ^^ I� M 00 N -- U N Lo Oo z M U—�_ �^� zw N ' • � 4J i N W" �� _ E CD QJ Ocno O CD Lo }' N N � j N w 2 O M z 0 d W J J z W W V a Q U J J IL 0 Q W ZD 0 DESIGNED BY: DFB DRAWN BY: JTH, KMS, EML CHECKED BY: DFB PROJECT NO.: 2566-BH DATE: JUNE 2020 SCALE: AS SHOWN C-304 APPENDIX C SAMPLING RECORDS Pitt County Landfill July 2020 Field Sheet - Not an APP II year *' Collected By: P—R�s l „L Well : 1 a 2; Tonal Well Height of Depth Depth to Water 3 Well [ImiudWq m�k�al In water Column Volumes blsl ft h ft all rls Well Gallons Bailed extracted Dry? bans Field TempC Parameters S}►eti(it Conductance bo(m L Turbidity Date/Time Purging completion/ Water level Volatiles collected Sampling Metals Sampling Notes (well/lock condition, etc. MW6R I X 19.8 ^ t� �� l s- i 3 2st ball: yH t 1 8 2,i A. �jntuy ..i..!5 11itt r 1( "11 11,30 'ry }-' I l- 7 �oiov) `fill 111 'y 1 I. Id 2ndVal: r .� Z1. 1.03 3rd Vol. W. 1�� 1 S Pa I X 21.5 qq [ 'O. 1J 1 I�s 11l V ii1 Ifwil r� " At lst ball:''i, 01 �1. _ . iZ. ('Zb + 5 -L..-J -1 �j .'�] � r� 7I 1 2d s f ©s G znd Vol: S • I At 3rd Vol• 4 r L P12 1 x 20.9 4� ! j �� �1� ) 31 13 �()�ty` �ku6 1# 1i . - • 11 TL C 1 ll 1�`. 1461 ' l �.1/ 7f 1 190 ILI: 6S,11 •1 Y' . y Q'f r , ] U.S (oftz goes dry) 3 f [ f �i'� [ 5 fVl �n: 2nd Vul: 3rd Vol: «� S . ! t . ��% a �1 — - P1fiR I X 17.1 �$ r to 2— /,� 3, � v Y.tS C an ball:! �: 7 y ep :T {� � Oi� 4 s.,S,� $ ry fl �ry �yC1r 111 10 1} � ! � l` tY± 3r1 ��iV'ul t7 Iv: (often goes dry) �lyt. ►�;u '°z '� L"� I 1�1. 5 �-to izy P17 I X 15.08 ' t+i • 1 + �la I U l5 1� le$ t 0 znd Vol: fit 3r, Val: z •� .l' t =i- iII 0 ++ y `. 5 j '3 0 . f� A 'T tA , a (• i �+� i e� . 5 . Z LCIO P19 I x 18A ,�}{ q ,t � t1 G p lQ Si {�iI I lst Ball., �. r. u .._ r , /3��. LF � y �s 't 1 f L� aV 1X. 7 [ �r` �i l" IaC (� �j Z Val: �.� 3.d Vol: .S (y '3 •5 !l 0.10S P20R I X 33.5 � ko-S i - !• Rail: zndyal: 5l$t � U [ a f �1,nex _+J �. 0- 'f S l .gyp, �� r/`1-z0 �} i9. 3rd Vol: (r. 20.0 15' P200 1 X 63.0 1� ���� 1 � 0 q1(r �. V �1t�I 0 `"1�`ula +$(ce t +�d � ' �fu�[ tilt u+� 3'yv p)0•S1 � 1 i 1 "S _. • _ P28 I x 1a.9 q� +04 1'qW 19101n: 5. 1 23. 14. ` — &i -0 '33,1 9 "( (wmettnn-goes dry) �2MVOL S. t LZ= �� 5 - v, P29 I X 15-4 S t� s 6. 155 1110 j � Bail: ._ end val: 3rd Vol: 7r -.. N,1)3 - ,+),� �.r_i► Cet i ± �. 3y i .'�- '1 t 241 '( `t '2b f s -t tea}� {r ' ,� 31.1 Atru . '� Oin gallons) = 70.5 rah = 0.4856745 * h All wells 2 inch diameter. Use r = 0.083 feet One 3-foot bailer = 0.27 gal C7MA e 1 of 2 Pitt County landfill July 2020 Field Sheet - Not an APP II year Collected By: E (ts Field Parameters date me_ TOW well Height of _ Purging R 2 Depth Depth to water 3 Well I Well Specific completion/ &UP)fit water Column 'Volumes Gallons Bailed Conductance Turbidity Water level Volatlles Metals Well 3 ecsi (ft) Ih} (ft) (allons) . extracted Dry? Ores H Temp °C DO lm L] ntu) collected Sampling Sampling Notes (well lock condition, etc.) r )q 7 z-f 7 f ro0 W Vy.gLO V oA0 SWI I N/A r 7 78�. p1 Yo r :tio SW2 I NIA T 7.1 t � �a �x3 0 v, 17 u A, -I(Naa 112;P r P21 1 3.4 l µ� 2nd Vol; ` P22 1 3.4 e f 1 t e-5 z-d Vol: r .� — 3rd Yal: fd 4 5 ld �;,rJ 7 FB I N/A N/A N/A 1?, [7 YP I(%r 7f ?I,2s EB I N/A N/A N/A * = Use Teflon bailers for delayed metals analysis I = Appendix 1 II = Appendix II Collett surface water samples facing upstream. Collect from point of wnfluence for SW2. EB: Pour lab DI water into bailer and over gloves and rope into ss pitcher then into sample containers. Collect before sampling well P4 and use equip blank bailer for P4. FB: Use lab DI water to fi11 sample containers directly. Collect an -site preferably near the dirt road within the landfill to evaluate for possible field contaminants from road dust. V (in gallons) = 70.5 A = 0.4856745 * h All wells 2 inch diameter. Use r = 0.083 feet One 3-foat bailer = 0.27 gal GMA Page 2 of 2 1 APPENDIX D LABORATORY REPORT AND CHAIN -OF -CUSTODY FORMS FOR WATER SAMPLES ENCO Laboratones Accurate. Timely. Responsive. Innovative. 102-A Woodwinds Industrial Court Cary NC, 27511 Phone: 919.467.3090 FAX: 919.467.3515 Tuesday, July 21, 2020 Groundwater Management Associates, Inc. (GR022) Attn: Emma Shipley 4300 Sapphire Court, Suite 100 Greenville, NC 27834 RE: Laboratory Results for Project Number: [none], Project Name/Desc: Pitt County Landfill - App I ENCO Workorder(s): CD10797 Dear Emma Shipley, Enclosed is a copy of your laboratory report for test samples received by our laboratory on Thursday, July 9, 2020. Unless otherwise noted in an attached project narrative, all samples were received in acceptable condition and processed in accordance with the referenced methods/procedures. Results for these procedures apply only to the samples as submitted. The analytical results contained in this report are in compliance with NELAC standards, except as noted in the project narrative if applicable. This report shall not be reproduced except in full, without the written approval of the Laboratory. This report contains only those analyses performed by Environmental Conservation Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from outside organizations will be reported under separate cover. If you have any questions or require further information, please do not hesitate to contact me. Sincerely, O"6LC'=-:;tA Chuck Smith Project Manager Enclosure(s) FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 1 of 58 (� �Eo www.encolabs.com SAMPLE SUMMARY/LABORATORY CHRONICLE Client ID: 7401-MW6R Lab ID: CD10797-01 Sampled: 07/07/20 12:31 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(sl Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/14/20 10:16 07/15/20 11:44 EPA 8260D EPA 503013_MS 07/21/20 07/14/20 14:19 07/14/20 21:06 Client ID: 7401-MW6R Lab ID: CD10797-02 Sampled: 07/08/20 16:33 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:26 07/15/20 16:40 EPA 6020B EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 15:27 Client ID: 7401-PO4 Lab ID: CD10797-03 Sampled: 07/07/20 10:36 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/03/21 07/14/20 09:35 07/16/20 10:13 EPA 6020E EPA 3005A O1/03/21 07/13/20 09:26 07/15/20 15:31 EPA 8260D EPA 5030B_MS 07/21/20 07/14/20 10:16 07/15/20 13:10 EPA 8260D EPA 503013_MS 07/21/20 07/14/20 14:19 07/14/20 21:32 Client ID: 7401-1212 Lab ID: CD10797-04 Sampled: 07/07/20 14:55 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/14/20 10:16 07/15/20 13:39 EPA 8260D EPA 503013_MS 07/21/20 07/14/20 14:19 07/14/20 21:57 Client ID: 7401-1312 Lab ID: CD10797-05 Sampled: 07/08/20 10:50 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 10:31 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 15:35 Client ID: 7401-131611 Lab ID: CD10797-06 Sampled: 07/07/20 14:30 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 5030B_MS 07/21/20 07/14/20 10:16 07/15/20 14:08 EPA 8260D EPA 503013_MS 07/21/20 07/14/20 14:19 07/14/20 22:23 Client ID: 7401-121611 Lab ID: CD10797-07 Sampled: 07/08/20 10:30 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 10:33 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 15:40 Client ID: 7401-1317 Lab ID: CD10797-08 Sampled: 07/07/20 15:10 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/15/20 09:31 07/15/20 23:13 Client ID: 7401-1317 Lab ID: CD10797-08RE2 Sampled: 07/07/20 15:10 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/20/20 00:00 07/20/20 12:04 Client ID: 7401-1317 Lab ID: CD10797-09 Sampled: 07/08/20 10:55 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 10:44 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 15:44 Client ID: 7401-1219 Lab ID: CD10797-10 Sampled: 07/07/20 15:55 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/15/20 09:31 07/15/20 23:41 Client ID: 7401-1319 Lab ID: CD10797-10RE1 Sampled: 07/07/20 15:55 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/15/20 00:00 07/15/20 18:24 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 2 of 58 (� �Eo www.encolabs.com SAMPLE SUMMARY/LABORATORY CHRONICLE Client ID: 7401-1339 Lab ID: CD10797-11 Sampled: 07/08/20 11:00 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(sl Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 10:46 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 16:00 Client ID: 7401-132011 Lab ID: CD10797-12 Sampled: 07/07/20 16:11 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/14/20 14:19 07/14/20 23:40 EPA 8260D EPA 503013_MS 07/21/20 07/15/20 09:31 07/16/20 00:09 Client ID: 7401-P20R Lab ID: CD10797-13 Sampled: 07/08/20 11:10 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 10:48 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 16:04 Client ID: 7401-20D Lab ID: CD10797-14 Sampled: 07/07/20 09:20 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/03/21 07/14/20 09:35 07/16/20 10:59 EPA 6020E EPA 3005A O1/03/21 07/13/20 09:26 07/15/20 16:21 EPA 8260D EPA 503013_MS 07/21/20 07/15/20 09:31 07/16/20 00:38 Client ID: 7401-20D Lab ID: CD10797-14RE2 Sampled: 07/07/20 09:20 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/20/20 00:00 07/20/20 12:30 Client ID: 7401-P28 Lab ID: CD10797-15 Sampled: 07/07/20 15:30 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/15/20 09:31 07/16/20 01:06 Client ID: 7401-P28 Lab ID: CD10797-15RE1 Sampled: 07/07/20 15:30 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 5030B_MS 07/21/20 07/20/20 00:00 07/20/20 12:55 Client ID: 7401-P28 Lab ID: CD10797-16 Sampled: 07/08/20 10:58 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 10:53 EPA 6020B EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 16:26 Client ID: 7401-1229 Lab ID: CD10797-17 Sampled: 07/07/20 11:19 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/15/20 09:31 07/16/20 01:34 Client ID: 7401-P29 Lab ID: CD10797-17RE1 Sampled: 07/07/20 11:19 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/20/20 00:00 07/20/20 18:27 Client ID: 7401-1229 Lab ID: CD10797-18 Sampled: 07/08/20 11:24 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 10:56 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 16:30 Client ID: 7401-SW1 Lab ID: CD10797-19 Sampled: 07/08/20 12:40 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 11:02 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 16:44 EPA 8260D EPA 503013_MS 07/22/20 07/14/20 10:16 07/15/20 14:36 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 3 of 58 (� �Eo www.encolabs.com SAMPLE SUMMARY/LABORATORY CHRONICLE Client ID: 7401-SW3 Lab ID: CD30797-19RE3 Sampled: 07/08/20 12:40 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(sl Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/22/20 07/20/20 00:00 07/20/20 13:20 Client ID: 7401-SW2 Lab ID: CD10797-20 Sampled: 07/08/20 10:20 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 11:04 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 16:49 EPA 8260D EPA 503013_MS 07/22/20 07/14/20 10:16 07/15/20 15:05 Client ID: 7401-SW2 Lab ID: CD10797-20RE1 Sampled: 07/08/20 10:20 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/22/20 07/20/20 00:00 07/20/20 13:46 Client ID: 7401-PZ1 Lab ID: CD10797-21 Sampled: 07/08/20 11:55 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 11:06 EPA 6020B EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 16:53 EPA 8260D EPA 503013_MS 07/22/20 07/15/20 09:31 07/16/20 02:03 Client ID: 7401-PZ1 Lab ID: CD10797-21RE1 Sampled: 07/08/20 11:55 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/20/20 00:00 07/20/20 14:11 Client ID: 7401-PZ2 Lab ID: CD10797-22 Sampled: 07/08/20 12:15 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 11:12 EPA 6020E EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 16:57 EPA 8260D EPA 503013_MS 07/22/20 07/15/20 09:31 07/16/20 02:31 Client ID: 7401-PZ2 Lab ID: CD10797-22RE1 Sampled: 07/08/20 12:15 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/20/20 00:00 07/20/20 14:37 Client ID: 7401-EB Lab ID: CD10797-23 Sampled: 07/07/20 10:10 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/03/21 07/14/20 09:35 07/16/20 11:20 EPA 6020E EPA 3005A O1/03/21 07/13/20 09:26 07/15/20 17:02 EPA 8260D EPA 503013_MS 07/21/20 07/15/20 09:31 07/16/20 02:59 Client ID: 7401-EB Lab ID: CD10797-23RE1 Sampled: 07/07/20 10:10 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/20/20 00:00 07/20/20 11:13 Client ID: 7401-FB Lab ID: CD10797-24 Sampled: 07/08/20 09:00 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 6010D EPA 3005A O1/04/21 07/14/20 09:35 07/16/20 11:23 EPA 6020B EPA 3005A O1/04/21 07/13/20 09:26 07/15/20 17:15 EPA 8260D EPA 503013_MS 07/22/20 07/15/20 09:31 07/16/20 03:28 Client ID: 7401-FB Lab ID: CD10797-24RE1 Sampled: 07/08/20 09:00 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/22/20 07/20/20 00:00 07/20/20 11:39 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 4 of 58 (� �Eo www.encolabs.com SAMPLE SUMMARY/LABORATORY CHRONICLE Client ID: 7401-TripBlank Lab ID: CD10797-25 Sampled: 07/07/20 00:00 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(sl Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/21/20 07/15/20 00:00 07/15/20 10:18 EPA 8260D EPA 503013_MS 07/21/20 07/15/20 09:31 07/16/20 03:56 Client ID: 7401-TripBlank Lab ID: CD10797-26 Sampled: 07/08/20 00:00 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 503013_MS 07/22/20 07/15/20 14:55 07/16/20 08:11 Client ID: 7401-TripBlank Lab ID: CD10797-26RE1 Sampled: 07/08/20 00:00 Received: 07/09/20 11:25 Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) EPA 8260D EPA 5030B_MS 07/22/20 07/20/20 00:00 07/20/20 10:47 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 5 of 58 (� �Eo www.encolabs.com SAMPLE DETECTION SUMMARY Client ID: 7401-MW6R Lab ID: CD10797-01 Analvte Results Flag MDL Q Units Method Notes 1,4-Dioxane 7.9 0.80 2.0 ug/L EPA 8260D Benzene 0.56 J 0.15 1.0 ug/L EPA 8260D Client ID: 7401-MW6R Lab ID: CD10797-02 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 799 1.10 10.0 ug/L EPA 6010D Nickel - Total 6.58 J 2.20 10.0 ug/L EPA 6010D Client ID: 7401-1304 Lab ID: CD10797-03 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 104 1.10 10.0 ug/L EPA 6010D Cobalt - Total 1.49 J 1.40 10.0 ug/L EPA 6010D m,p-Xylenes 0.42 J 0.17 2.0 uq/L EPA 8260D I Client ID: 7401-1312 Lab ID: CD10797-04 Analvte Results Flag MDL PQL Units Method Notes 1,4-Dioxane 1.2 J 0.80 2.0 ug/L EPA 8260D Client ID: 7401-1312 Lab ID: CD10797-05 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 29.1 1.10 10.0 ug/L EPA 6010D Beryllium - Total 0.413 1 0.160 1.00 ug/L EPA 6010D Client ID: 7401-11316R Lab ID: CD10797-06 Analvte Results Flag MDL PQL Units Method Notes 1,4-Dioxane 87 0.80 2.0 ug/L EPA 8260D Acetone 15 J 10 20 ug/L EPA 8260D Benzene 1.7 0.15 1.0 ug/L EPA 8260D Chlorobenzene 0.74 J 0.17 1.0 ug/L EPA 8260D Client ID: 7401-11316R Lab ID: CD10797-07 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 952 1.10 10.0 ug/L EPA 6010D Chromium - Total 1.79 J 1.40 10.0 ug/L EPA 6010D Cobalt - Total 1.40 J 1.40 10.0 ug/L EPA 6010D Nickel- Total 15.1 2.20 10.0 ug/L EPA 6010D Selenium - Total 2.73 1.82 2.00 ug/L EPA 6020E Vanadium - Total 4.02 1 1.40 10.0 ug/L EPA 6010D Client ID: 7401-1317 Lab ID: CD10797-08 Analvte Results Flag MDL PQL Units Method Notes Chlorobenzene 1.5 0.17 1.0 ug/L EPA 8260D Client ID: 7401-P17 Lab ID: CD10797-08RE2 Analvte Results Flag MDL PQL Units Method Notes 1,4-Dioxane 4.2 1.2 2.0 ug/L EPA 8260D Client ID: 7401-1317 Lab ID: CD10797-09 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 100 1.10 10.0 ug/L EPA 6010D Beryllium - Total 0.858 J 0.160 1.00 ug/L EPA 6010D Cobalt - Total 1.67 J 1.40 10.0 ug/L EPA 6010D Copper - Total 2.11 J 1.60 10.0 ug/L EPA 6010D Vanadium - Total 1.66 J 1.40 10.0 ug/L EPA 6010D Zinc - Total 6.17 J 4.40 10.0 ug/L EPA 6010D FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 6 of 58 (� �Eo www.encolabs.com SAMPLE DETECTION SUMMARY Client ID: 7401-1319 Lab ID: CD10797-10 Analvte Results Flag MDL Q Units Method Notes 1,1-Dichloroethane 4.2 0.13 1.0 ug/L EPA 8260D 1,4-Dichlorobenzene 5.9 0.19 1.0 ug/L EPA 8260D Benzene 4.1 0.15 1.0 ug/L EPA 8260D Chlorobenzene 10 0.17 1.0 ug/L EPA 8260D cis-1,2-Dichloroethene 3.2 0.15 1.0 ug/L EPA 8260D Ethylbenzene 1.6 0.13 1.0 ug/L EPA 8260D o-Xylene 0.50 J 0.065 1.0 ug/L EPA 8260D Trichloroethene 0.52 J 0.15 1.0 ug/L EPA 8260D Vinyl chloride 0.64 J 0.32 1.0 ug/L EPA 8260D Xylenes (Total) 0.50 J 0.45 3.0 ug/L EPA 8260D Client ID: 7401-1319 Lab ID: CD10797-10RE3 Analvte Results Flag MDL PQL Units Method Notes 1,4-Dioxane 170 D 4.0 10 ug/L EPA 8260D Client ID: 7401-P19 Lab ID: CD10797-11 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 1340 1.10 10.0 ug/L EPA 6010D Beryllium - Total 13.6 0.160 1.00 ug/L EPA 6010D Cobalt - Total 17.6 1.40 10.0 ug/L EPA 6010D Nickel - Total 23.0 2.20 10.0 ug/L EPA 6010D Selenium - Total 2.93 1.82 2.00 ug/L EPA 6020E Zinc - Total 107 4.40 10.0 ug/L EPA 6010D Client ID: 7401-P20R Lab ID: CD10797-12 Analvte Results Flag MDL PQL Units Method Notes 1,1-Dichloroethane 0.57 J 0.13 1.0 ug/L EPA 8260D 1,4-Dichlorobenzene 4.1 0.19 1.0 ug/L EPA 8260D 1,4-Dioxane 81 0.80 2.0 ug/L EPA 8260D Benzene 2.1 0.15 1.0 ug/L EPA 8260D Chlorobenzene 1.8 0.17 1.0 ug/L EPA 8260D Ethylbenzene 2.1 0.13 1.0 ug/L EPA 8260D m,p-Xylenes 0.68 J 0.17 2.0 ug/L EPA 8260D o-Xylene 0.45 J 0.065 1.0 ug/L EPA 8260D 1.1 0.45 3.0 I Client ID: 7401-132011 Lab ID: CD10797-13 EPA 8260D Analvte Results Flag MDL PQL Units Method Notes Barium - Total 629 1.10 10.0 ug/L EPA 6010D Cobalt - Total 4.32 J 1.40 10.0 ug/L EPA 6010D Nickel - Total 8.09 J 2.20 10.0 ug/L EPA 6010D Client ID: 7401-20D Lab ID: CD10797-14 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 90.3 1.10 10.0 ug/L EPA 6010D Beryllium - Total 7.40 0.160 1.00 ug/L EPA 6010D Cadmium - Total 0.479 1 0.360 1.00 ug/L EPA 6010D Chromium - Total 10.7 1.40 10.0 ug/L EPA 6010D Vanadium - Total 10.5 1.40 10.0 ug/L EPA 6010D Zinc - Total 14.1 4.40 10.0 ug/L EPA 6010D Client ID: 7401-1328 Lab ID: CD10797-16 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 31.9 1.10 10.0 ug/L EPA 6010D Beryllium - Total 0.552 J 0.160 1.00 ug/L EPA 6010D Chromium - Total 3.13 J 1.40 10.0 ug/L EPA 6010D Cobalt - Total 1.93 J 1.40 10.0 ug/L EPA 6010D Copper - Total 1.69 J 1.60 10.0 ug/L EPA 6010D Vanadium - Total 4.08 J 1.40 10.0 ug/L EPA 6010D Zinc - Total 9.65 J 4.40 10.0 ug/L EPA 6010D FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 7 of 58 (� �Eo www.encolabs.com SAMPLE DETECTION SUMMARY Client ID: 7401-P29 Lab ID: CD10797-17 Analvte Results Flag MDL Q Units Method Notes 1,4-Dichlorobenzene 2.2 0.19 1.0 ug/L EPA 8260D Acetone 27 10 20 ug/L EPA 8260D Benzene 2.6 0.15 1.0 ug/L EPA 8260D Chlorobenzene 12 0.17 1.0 ug/L EPA 8260D 0.81 J 0.13 1.0 uq/L EPA 8260D I Client ID: 7401-P29 Lab ID: CD10797-17RE1 Analvte Results Flag MDL PQL Units Method Notes 1,4-Dioxane 170 D 6.0 10 ug/L EPA 8260D Client ID: 7401-P29 Lab ID: CD10797-18 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 788 1.10 10.0 ug/L EPA 6010D Cobalt - Total 1.77 J 1.40 10.0 ug/L EPA 6010D Vanadium - Total 9.76 J 1.40 10.0 ug/L EPA 6010D Zinc - Total 14.7 4.40 10.0 ug/L EPA 6010D Client ID: 7401-SW3 Lab ID: CD10797-19 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 118 5.50 50.0 ug/L EPA 6010D Beryllium - Total 31.6 0.800 5.00 ug/L EPA 6010D Cobalt - Total 317 7.00 50.0 ug/L EPA 6010D Nickel - Total 99.7 11.0 50.0 ug/L EPA 6010D Vanadium - Total 32.2 J 7.00 50.0 ug/L EPA 6010D Zinc - Total 642 22.0 50.0 ug/L EPA 6010D Client ID: 7401-SW2 Lab ID: CD10797-20 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 60.2 1.10 10.0 ug/L EPA 6010D Cobalt - Total 2.59 J 1.40 10.0 ug/L EPA 6010D Client ID: 7401-SW2 Lab ID: CD10797-20RE3 Analvte Results Flag MDL PQL Units Method Notes 1,4-Dioxane 1.9 J 1.2 2.0 ug/L EPA 8260D Client ID: 7401-PZ1 Lab ID: CD10797-21 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 57.0 1.10 10.0 ug/L EPA 6010D Cobalt - Total 1.67 J 1.40 10.0 ug/L EPA 6010D Zinc - Total 12.1 4.40 10.0 ug/L EPA 6010D Client ID: 7401-PZ1 Lab ID: CD10797-21RE1 Analvte Results Flag MDL PQL Units Method Notes 1,4-Dioxane 1.7 J 1.2 2.0 ug/L EPA 8260D Client ID: 7401-PZ2 Lab ID: CD10797-22 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 251 1.10 10.0 ug/L EPA 6010D Cadmium - Total 0.831 J 0.360 1.00 ug/L EPA 6010D Cobalt - Total 4.91 J 1.40 10.0 ug/L EPA 6010D Vanadium - Total 8.98 J 1.40 10.0 ug/L EPA 6010D Zinc - Total 73.4 4.40 10.0 ug/L EPA 6010D Client ID: 7401-PZ2 Lab ID: CD10797-22RE3 Analvte Results Flag MDL PQL Units Method Notes 1,4-Dioxane 2.2 1.2 2.0 ug/L EPA 8260D Client ID: 7401-EB Lab ID: CD10797-23 Analvte Results Flag MDL PQL Units Method Notes Barium - Total 1.46 J 1.10 10.0 ug/L EPA 6010D Carbon disulfide 9.8 1.5 5.0 ug/L EPA 8260D Copper - Total 1.74 J 1.60 10.0 ug/L EPA 6010D Zinc - Total 66.1 4.40 10.0 ug/L EPA 6010D FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 8 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-MW6R Lab Sample ID:CD10797-01 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 12:31 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG14029 EPA 8260D 07/15/20 11:44 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG14029 EPA 8260D 07/15/20 11:44 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG14029 EPA 8260D 07/15/20 11:44 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG14029 EPA 8260D 07/15/20 11:44 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG14029 EPA 8260D 07/15/20 11:44 REF Benzene [71-43-2]A 0.56 J ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Carbon disulfide [75-15-O]A 1.5 u ug/L 1 1.5 5.0 OG14029 EPA 8260D 07/15/20 11:44 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Chlorobenzene[108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG14029 EPA 8260D 07/15/20 11:44 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG14029 EPA 8260D 07/15/20 11:44 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG14029 EPA 8260D 07/15/20 11:44 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG14029 EPA 8260D 07/15/20 11:44 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 9 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-MW6R Lab Sample ID:CD10797-01 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 12:31 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte MAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G14029 EPA 8260D 07/15/20 11:44 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G14029 EPA 8260D 07/15/20 11:44 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 45 1 50.0 90 % 53-136 OG14029 EPA 8260D 07115120 11:44 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG14029 EPA 8260D 0711512011:44 REF Toluene-d8 45 1 50.0 90 % 59-134 OG14029 EPA 8260D 0711512011:44 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 7.9 ug/L 1 0.80 2.0 OG14047 EPA 8260D 07/14/20 21:06 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 4.8 1 5.00 96 % 75-125 OG14047 EPA 8260D 07114120 21:06 KKW Description: 7401-MW6R Lab Sample ID:CD10797-02 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 16:33 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL P-9 L Batch Method Analyzed By Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020E 07/15/20 15:27 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14021 EPA 6010D 07/15/20 16:40 ]DH Barium [7440-39-3]^ 799 ug/L 1 1.10 10.0 OG14021 EPA 6010D 07/15/20 16:40 ]DH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14021 EPA 6010D 07/15/20 16:40 ]DH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14021 EPA 6010D 07/15/20 16:40 ]DH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14021 EPA 6010D 07/15/20 16:40 ]DH Cobalt[7440-48-4]^ 1.40 U ug/L 1 1.40 10.0 0G14021 EPA 6010D 07/15/20 16:40 ]DH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14021 EPA 6010D 07/15/20 16:40 ]DH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14021 EPA 6010D 07/15/20 16:40 ]DH Nickel[7440-02-O]^ 6.58 J ug/L 1 2.20 10.0 OG14021 EPA 6010D 07/15/20 16:40 ]DH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020E 07/15/20 15:27 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14021 EPA 6010D 07/15/20 16:40 ]DH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020E 07/15/20 15:27 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14021 EPA 6010D 07/15/20 16:40 ]DH Zinc[7440-66-6]^ 4.40 U ug/L 1 4.40 10.0 0G14021 EPA 6010D 07/15/20 16:40 ]DH FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 10 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-PO4 Lab Sample ID:CD10797-03 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 10:36 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG14029 EPA 8260D 07/15/20 13:10 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG14029 EPA 8260D 07/15/20 13:10 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG14029 EPA 8260D 07/15/20 13:10 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG14029 EPA 8260D 07/15/20 13:10 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG14029 EPA 8260D 07/15/20 13:10 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Carbon disulfide [75-15-O]A 1.5 u ug/L 1 1.5 5.0 OG14029 EPA 8260D 07/15/20 13:10 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG14029 EPA 8260D 07/15/20 13:10 REF m,p-Xylenes[1O8-38-3/306-42-3]A 0.42 J ug/L 1 0.17 2.0 OG14029 EPA 8260D 07/15/20 13:10 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG14029 EPA 8260D 07/15/20 13:10 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG14029 EPA 8260D 07/15/20 13:10 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 11 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-PO4 Lab Sample ID:CD10797-03 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 10:36 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G14029 EPA 8260D 07/15/20 13:10 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G14029 EPA 8260D 07/15/20 13:10 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 46 1 50.0 92 % 53-136 OG14029 EPA 8260D 0711512013:10 REF Dibromofluoromethane 43 1 50.0 86 % 67-129 OG14029 EPA 8260D 0711512013:10 REF Toluene-d8 45 1 50.0 89 % 59-134 OG14029 EPA 8260D 0711512013:10 REF Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020B 07/15/20 15:31 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:13 JDH Barium [7440-39-3]^ 104 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:13 JDH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 10:13 JDH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 10:13 JDH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:13 JDH Cobalt[7440-48-4]^ 1.49 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:13 JDH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 10:13 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:13 JDH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 10:13 JDH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020B 07/15/20 15:31 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:13 JDH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020B 07/15/20 15:31 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:13 JDH Zinc[7440-66-6]^ 4.40 U ug/L 1 4.40 10.0 0G14022 EPA 6010D 07/16/20 10:13 JDH Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 0.80 U ug/L 1 0.80 2.0 0G14047 EPA 8260D 07/14/20 21:32 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Analyzed ffy Notes Toluene-d8 4.8 1 5.00 96 % 75-125 OG14047 EPA 8260D 07114120 21:32 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 12 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-P12 Lab Sample ID:CD10797-04 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 14:55 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG14029 EPA 8260D 07/15/20 13:39 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG14029 EPA 8260D 07/15/20 13:39 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG14029 EPA 8260D 07/15/20 13:39 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG14029 EPA 8260D 07/15/20 13:39 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG14029 EPA 8260D 07/15/20 13:39 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG14029 EPA 8260D 07/15/20 13:39 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG14029 EPA 8260D 07/15/20 13:39 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG14029 EPA 8260D 07/15/20 13:39 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG14029 EPA 8260D 07/15/20 13:39 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG14029 EPA 8260D 07/15/20 13:39 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 13 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-P12 Lab Sample ID:CD10797-04 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 14:55 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte MAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G14029 EPA 8260D 07/15/20 13:39 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G14029 EPA 8260D 07/15/20 13:39 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 45 1 50.0 90 % 53-136 OG14029 EPA 8260D 0711512013:39 REF Dibromofluoromethane 43 1 50.0 86 % 67-129 OG14029 EPA 8260D 0711512013:39 REF Toluene-d8 45 1 50.0 89 % 59-134 OG14029 EPA 8260D 071151201339 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.2 J ug/L 1 0.80 2.0 OG14047 EPA 8260D 07/14/20 21:57 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 4.9 1 5.00 98 % 75-125 OG14047 EPA 8260D 07114120 21:57 KKW Description: 7401-P12 Lab Sample ID:CD10797-05 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 10:50 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL P-9 L Batch Method Analyzed By Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020E 07/15/20 15:35 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH Barium [7440-39-3]^ 29.1 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:31 ]DH Beryllium [7440-41-7]^ 0.413 J ug/L 1 0.160 1.00 OG14022 EPA 6010D 07/16/20 10:31 ]DH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 10:31 ]DH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH Cobalt[7440-48-4]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020E 07/15/20 15:35 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020E 07/15/20 15:35 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH Zinc[7440-66-6]^ 4.40 U ug/L 1 4.40 10.0 0G14022 EPA 6010D 07/16/20 10:31 ]DH FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 14 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-P1611 Lab Sample ID:CD10797-06 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 14:30 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG14029 EPA 8260D 07/15/20 14:08 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG14029 EPA 8260D 07/15/20 14:08 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG14029 EPA 8260D 07/15/20 14:08 REF Acetone [67-64-1]A 15 J ug/L 1 10 20 OG14029 EPA 8260D 07/15/20 14:08 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG14029 EPA 8260D 07/15/20 14:08 REF Benzene [71-43-2]A 1.7 ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Carbon disulfide [75-15-O]A 1.5 u ug/L 1 1.5 5.0 OG14029 EPA 8260D 07/15/20 14:08 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Chlorobenzene [308-90-7]A 0.74 J ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG14029 EPA 8260D 07/15/20 14:08 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG14029 EPA 8260D 07/15/20 14:08 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG14029 EPA 8260D 07/15/20 14:08 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG14029 EPA 8260D 07/15/20 14:08 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 15 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-P16R Lab Sample ID:CD10797-06 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 14:30 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G14029 EPA 8260D 07/15/20 14:08 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G14029 EPA 8260D 07/15/20 14:08 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 45 1 50.0 91 % 53-136 OG14029 EPA 8260D 07115120 14:08 REF Dibromofluoromethane 43 1 50.0 87 % 67-129 OG14029 EPA 8260D 0711512014:08 REF Toluene-d8 45 1 50.0 89 % 59-134 OG14029 EPA 8260D 0711512014:08 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 87 ug/L 1 0.80 2.0 OG14047 EPA 8260D 07/14/20 22:23 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 4.6 1 5.00 91 % 75-125 OG14047 EPA 8260D 07114120 22:23 KKW Description: 7401-P16R Lab Sample ID:CD10797-07 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 10:30 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL P-9 L Batch Method Analyzed By Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020E 07/15/20 15:40 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:33 JDH Barium [7440-39-3]^ 952 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:33 JDH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 10:33 JDH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 10:33 JDH Chromium [7440-47-3]^ 1.79 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:33 JDH Cobalt[7440-48-4]^ 1.40 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:33 JDH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 10:33 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:33 JDH Nickel[7440-02-O]^ 15.1 ug/L 1 2.20 10.0 OG14022 EPA 6010D 07/16/20 10:33 JDH Selenium [7782-49-2]^ 2.73 ug/L 2 1.82 2.00 OG13010 EPA 6020E 07/15/20 15:40 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:33 JDH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020E 07/15/20 15:40 RLF Vanadium [7440-62-2]^ 4.02 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:33 JDH Zinc[7440-66-6]^ 4.40 U ug/L 1 4.40 10.0 0G14022 EPA 6010D 07/16/20 10:33 JDH FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 16 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-P17 Lab Sample ID:CD10797-08 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 15:10 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/15/20 23:13 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/15/20 23:13 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/15/20 23:13 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG15012 EPA 8260D 07/15/20 23:13 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/15/20 23:13 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/15/20 23:13 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Chlorobenzene [108-90-7]A 1.5 ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/15/20 23:13 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/15/20 23:13 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/15/20 23:13 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/15/20 23:13 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 17 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-P17 Lab Sample ID:CD10797-08 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 15:10 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/15/20 23:13 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/15/20 23:13 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 45 1 50.0 89 % 53-136 OG15012 EPA 8260D 07115120 23:13 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15012 EPA 8260D 07115120 23:13 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15012 EPA 8260D 07115120 23:13 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flaa Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 4.2 ug/L 1 1.2 2.0 OG20029 EPA 8260D 07/20/20 12:04 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 5.1 1 5.00 102 % 75-125 OG20029 EPA 8260D 0712012012:04 KKW Description: 7401-P17 Lab Sample ID:CD10797-09 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 10:55 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL P-9 L Batch Method Analyzed By Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020E 07/15/20 15:44 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:44 ]DH Barium [7440-39-3]^ 100 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:44 ]DH Beryllium [7440-41-7]^ 0.858 J ug/L 1 0.160 1.00 OG14022 EPA 6010D 07/16/20 10:44 ]DH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 10:44 ]DH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:44 ]DH Cobalt[7440-48-4]^ 1.67 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:44 ]DH Copper[7440-50-8]^ 2.11 J ug/L 1 1.60 10.0 OG14022 EPA 6010D 07/16/20 10:44 ]DH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:44 ]DH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 10:44 ]DH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020E 07/15/20 15:44 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:44 ]DH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020E 07/15/20 15:44 RLF Vanadium [7440-62-2]^ 1.66 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:44 ]DH Zinc[7440-66-6]^ 6.17 J ug/L 1 4.40 10.0 OG14022 EPA 6010D 07/16/20 10:44 ]DH FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 18 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-P19 Lab Sample ID:CD10797-10 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 15:55 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]^ 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,1,1-Trichloroethane [71-55-6]^ 0.12 U ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,1,2,2-Tetrachloroethane [79-34-5]^ 0.28 U ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,1,2-Trichloroethane [79-00-5]^ 0.14 U ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,1-Dichloroethane [75-34-3]A 4.2 ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,1-Dichloroethene [75-35-4]^ 0.21 U ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,2,3-Trichloropropane [96-18-4]^ 0.23 U ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,2-Dibromo-3-chloropropane [96-12-8]^ 0.48 U ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,2-Dibromoethane [106-93-4]^ 0.66 U ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,2-Dichlorobenzene [95-50-1]^ 0.19 U ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,2-Dichloroethane [107-06-2]^ 0.21 U ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,2-Dichloropropane [78-87-5]^ 0.10 U ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 1,4-Dichlorobenzene [306-46-7]^ 5.9 ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF 2-Butanone [78-93-3]^ 1.3 U ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/15/20 23:41 REF 2-Hexanone [591-78-6]^ 0.88 U ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/15/20 23:41 REF 4-Methyl-2-pentanone [108-10-1]^ 1.1 U ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/15/20 23:41 REF Acetone [67-64-1]^ 10 U ug/L 1 10 20 OG15012 EPA 8260D 07/15/20 23:41 REF Acrylonitrile [107-13-1]^ 3.5 U ug/L 1 3.5 10 OG15012 EPA 8260D 07/15/20 23:41 REF Benzene [71-43-2]A 4.1 ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Bromochloromethane [74-97-5]^ 0.48 U ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Bromodichloromethane [75-27-4]^ 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Bromoform [75-25-2]^ 0.22 U ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Bromomethane [74-83-9]^ 0.14 U ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Carbon disulfide [75-15-O]^ 1.5 U ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/15/20 23:41 REF Carbon tetrachloride [56-23-5]^ 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Chlorobenzene [308-90-7]A 10 ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Chloroethane [75-00-3]^ 0.23 U ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Chloroform [67-66-3]^ 0.18 U ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Chloromethane [74-87-3]^ 0.13 U ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF cis-1,2-Dichloroethene [156-59-2]A 3.2 ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF cis-1,3-Dichloropropene [10061-01-5]^ 0.20 U ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Dibromochloromethane [124-48-1]^ 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Dibromomethane [74-95-3]^ 0.27 U ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Ethylbenzene [100-41-4]A 1.6 ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Iodomethane [74-88-4]^ 1.7 U ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/15/20 23:41 REF m,p-Xylenes[108-38-3/106-42-3]^ 0.17 U ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/15/20 23:41 REF Methylene chloride [75-09-2]^ 0.23 U ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF o-Xylene [95-47-6]A 0.50 J ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Styrene [100-42-5]^ 0.11 U ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Tetrachloroethene [127-18-4]^ 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Toluene [108-88-3]^ 0.14 U ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF trans-1,2-Dichloroethene [156-60-5]^ 0.21 U ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF trans-1,3-Dichloropropene [10061-02-6]^ 0.15 U ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF trans- l,4-Dichloro-2-butene [110-57-6]^ 0.70 U ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Trichloroethene [79-01-6]A 0.52 J ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Trichlorofluoromethane [75-69-4]^ 0.24 U ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Vinyl acetate [108-05-4]^ 0.95 U ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/15/20 23:41 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 19 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-P19 Lab Sample ID:CD10797-10 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 15:55 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.64 1 ug/L 1 0.32 1.0 OG15012 EPA 8260D 07/15/20 23:41 REF Xylenes(Total)[1330-20-7]^ 0.50 1 ug/L 1 0.45 3.0 OG15012 EPA 8260D 07/15/20 23:41 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 44 1 50.0 89 % 53-136 OG15012 EPA 8260D 07115120 23:41 REF Dibromofluoromethane 44 1 50.0 87 % 67-129 OG15012 EPA 8260D 07115120 23:41 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15012 EPA 8260D 07115120 23:41 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 170 D ug/L 5 4.0 10 OG15036 EPA 8260D 07/15/20 18:24 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 5.0 1 5.00 101 % 75-125 OG15036 EPA 8260D 0711512018:24 KKW Description: 7401-P19 Lab Sample ID:CD10797-11 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 11:00 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL P-9 L Batch Method Analyzed By Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020E 07/15/20 16:00 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:46 ]DH Barium [7440-39-3]^ 1340 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:46 ]DH Beryllium [7440-41-7]^ 13.6 ug/L 1 0.160 1.00 OG14022 EPA 6010D 07/16/20 10:46 ]DH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 10:46 ]DH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:46 ]DH Cobalt[7440-48-4]^ 17.6 ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:46 ]DH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 10:46 ]DH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:46 ]DH Nickel[7440-02-O]^ 23.0 ug/L 1 2.20 10.0 OG14022 EPA 6010D 07/16/20 10:46 ]DH Selenium [7782-49-2]^ 2.93 ug/L 2 1.82 2.00 OG13010 EPA 6020E 07/15/20 16:00 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:46 ]DH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020E 07/15/20 16:00 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:46 ]DH Zinc[7440-66-6]^ 107 ug/L 1 4.40 10.0 OG14022 EPA 6010D 07/16/20 10:46 ]DH FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 20 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-P20R Lab Sample ID:CD10797-12 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 16:11 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,1,1-Trichloroethane [71-55-6]^ 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,1,2,2-Tetrachloroethane [79-34-5]^ 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,1,2-Trichloroethane [79-00-5]^ 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,1-Dichloroethane [75-34-3]A 0.57 J ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,1-Dichloroethene [75-35-4]^ 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,2,3-Trichloropropane [96-18-4]^ 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,2-Dibromo-3-chloropropane [96-12-8]^ 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,2-Dibromoethane [106-93-4]^ 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,2-Dichlorobenzene [95-50-1]^ 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,2-Dichloroethane [107-06-2]^ 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,2-Dichloropropane [78-87-5]^ 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 1,4-Dichlorobenzene [306-46-7]^ 4.1 ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF 2-Butanone [78-93-3]^ 1.3 u ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 00:09 REF 2-Hexanone [591-78-6]^ 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 00:09 REF 4-Methyl-2-pentanone [108-10-1]^ 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 00:09 REF Acetone [67-64-1]^ 10 u ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 00:09 REF Acrylonitrile [107-13-1]^ 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 00:09 REF Benzene [71-43-2]A 2.1 ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Bromochloromethane [74-97-5]^ 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Bromodichloromethane [75-27-4]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Bromoform [75-25-2]^ 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Bromomethane [74-83-9]^ 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Carbon disulfide [75-15-O]^ 1.5 u ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 00:09 REF Carbon tetrachloride [56-23-5]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Chlorobenzene [108-90-7]A 1.8 ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Chloroethane [75-00-3]^ 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Chloroform [67-66-3]^ 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Chloromethane [74-87-3]^ 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF cis-1,2-Dichloroethene [156-59-2]^ 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF cis-1,3-Dichloropropene [10061-01-5]^ 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Dibromochloromethane [124-48-1]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Dibromomethane [74-95-3]^ 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Ethylbenzene [100-41-4]A 2.1 ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Iodomethane [74-88-4]^ 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 00:09 REF m,p-Xylenes[1O8-38-3/306-42-3]A 0.68 J ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 00:09 REF Methylene chloride [75-09-2]^ 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF o-Xylene [95-47-6]A 0.45 J ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Styrene [100-42-5]^ 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Tetrachloroethene [127-18-4]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Toluene [108-88-3]^ 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF trans-1,2-Dichloroethene [156-60-5]^ 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF trans-1,3-Dichloropropene [10061-02-6]^ 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF trans-1,4-Dichloro-2-butene [110-57-6]^ 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Trichloroethene [79-01-6]^ 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Trichlorofluoromethane [75-69-4]^ 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 00:09 REF Vinyl acetate [108-05-4]^ 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 00:09 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 21 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-P20R Lab Sample ID:CD10797-12 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 16:11 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 00:09 REF Xylenes (Total) [1330-20-7]^ 1.1 1 ug/L 1 0.45 3.0 OG15012 EPA 8260D 07/16/20 00:09 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 46 1 50.0 91 % 53-136 OG15012 EPA 8260D 07116120 00:09 REF Dibromofluoromethane 44 1 50.0 89 % 67-129 OG15012 EPA 8260D 07116120 00:09 REF Toluene-d8 45 1 50.0 89 % 59-134 OG15012 EPA 8260D 07116120 00:09 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 81 ug/L 1 0.80 2.0 OG14047 EPA 8260D 07/14/20 23:40 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 4.6 1 5.00 92 % 75-125 OG14047 EPA 8260D 07114120 23:40 KKW Description: 7401-P20R Lab Sample ID:CD10797-13 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 11:10 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL P-9 L Batch Method Analyzed By Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020E 07/15/20 16:04 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:48 ]DH Barium [7440-39-3]^ 629 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:48 ]DH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 10:48 ]DH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 10:48 ]DH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:48 ]DH Cobalt[7440-48-4]^ 4.32 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:48 ]DH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 10:48 ]DH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:48 ]DH Nickel[7440-02-O]^ 8.09 J ug/L 1 2.20 10.0 OG14022 EPA 6010D 07/16/20 10:48 ]DH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020E 07/15/20 16:04 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:48 ]DH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020E 07/15/20 16:04 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:48 ]DH Zinc[7440-66-6]^ 4.40 U ug/L 1 4.40 10.0 0G14022 EPA 6010D 07/16/20 10:48 ]DH FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 22 of 58 0Nk"q09 www.encolabs.com ANALYTICAL RESULTS Description: 7401-20D Lab Sample ID:CD10797-14 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 09:20 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 00:38 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 00:38 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 00:38 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 00:38 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 00:38 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 00:38 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 00:38 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 00:38 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 00:38 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 00:38 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 23 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-20D Lab Sample ID:CD10797-14 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 09:20 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 00:38 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/16/20 00:38 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 45 1 50.0 90 % 53-136 OG15012 EPA 8260D 07116120 00:38 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15012 EPA 8260D 07116120 00:38 REF Toluene-d8 45 1 50.0 89 % 59-134 OG15012 EPA 8260D 07116120 00:38 REF Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes Antimony [7440-36-O]^ 3.70 UD ug/L 10 3.70 10.0 0G13010 EPA 6020B 07/15/20 16:21 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:59 JDH Barium [7440-39-3]^ 90.3 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:59 JDH Beryllium [7440-41-7]^ 7.40 ug/L 1 0.160 1.00 OG14022 EPA 6010D 07/16/20 10:59 JDH Cadmium [7440-43-9]^ 0.479 J ug/L 1 0.360 1.00 OG14022 EPA 6010D 07/16/20 10:59 JDH Chromium [7440-47-3]^ 10.7 ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:59 JDH Cobalt[7440-48-4]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:59 JDH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 10:59 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:59 JDH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 10:59 JDH Selenium [7782-49-2]^ 9.10 UD ug/L 10 9.10 10.0 0G13010 EPA 6020B 07/15/20 16:21 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:59 JDH Thallium [7440-28-O]^ 1.10 UD ug/L 10 1.10 10.0 0G13010 EPA 6020B 07/15/20 16:21 RLF Vanadium [7440-62-2]^ 10.5 ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:59 JDH Zinc[7440-66-6]^ 14.1 ug/L 1 4.40 10.0 OG14022 EPA 6010D 07/16/20 10:59 JDH Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.2 U ug/L 1 1.2 2.0 0G20029 EPA 8260D 07/20/20 12:30 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Analyzed ffy Notes Toluene-d8 5.1 1 5.00 102 % 75-125 OG20029 EPA 8260D 0712012012:30 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 24 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-P28 Lab Sample ID:CD10797-15 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 15:30 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 01:06 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 01:06 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 01:06 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 01:06 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 01:06 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 01:06 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 01:06 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 01:06 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 01:06 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 01:06 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 25 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-P28 Lab Sample ID:CD10797-15 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 15:30 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 01:06 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/16/20 01:06 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 45 1 50.0 89 % 53-136 OG15012 EPA 8260D 07116120 01:06 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15012 EPA 8260D 07116120 01:06 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15012 EPA 8260D 07116120 01:06 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flaa Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.2 U ug/L 1 1.2 2.0 0G20029 EPA 8260D 07/20/20 12:55 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 5.3 1 5.00 106 % 75-125 OG20029 EPA 8260D 0712012012:55 KKW Description: 7401-P28 Lab Sample ID:CD10797-16 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 10:58 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL P-9 L Batch Method Analyzed By Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020E 07/15/20 16:26 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:53 JDH Barium [7440-39-3]^ 31.9 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:53 JDH Beryllium [7440-41-7]^ 0.552 J ug/L 1 0.160 1.00 OG14022 EPA 6010D 07/16/20 10:53 JDH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 10:53 JDH Chromium [7440-47-3]^ 3.13 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:53 JDH Cobalt[7440-48-4]^ 1.93 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:53 JDH Copper[7440-50-8]^ 1.69 J ug/L 1 1.60 10.0 OG14022 EPA 6010D 07/16/20 10:53 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:53 JDH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 10:53 JDH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020E 07/15/20 16:26 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:53 JDH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020E 07/15/20 16:26 RLF Vanadium [7440-62-2]^ 4.08 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:53 JDH Zinc[7440-66-6]^ 9.65 J ug/L 1 4.40 10.0 OG14022 EPA 6010D 07/16/20 10:53 JDH FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 26 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-P29 Lab Sample ID:CD10797-17 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 11:19 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,1,1-Trichloroethane [71-55-6]^ 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,1,2,2-Tetrachloroethane [79-34-5]^ 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,1,2-Trichloroethane [79-00-5]^ 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,1-Dichloroethane [75-34-3]^ 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,1-Dichloroethene [75-35-4]^ 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,2,3-Trichloropropane [96-18-4]^ 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,2-Dibromo-3-chloropropane [96-12-8]^ 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,2-Dibromoethane [106-93-4]^ 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,2-Dichlorobenzene [95-50-1]^ 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,2-Dichloroethane [107-06-2]^ 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,2-Dichloropropane [78-87-5]^ 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 1,4-Dichlorobenzene [306-46-7]^ 2.2 ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF 2-Butanone [78-93-3]^ 1.3 Ll ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 01:34 REF 2-Hexanone [591-78-6]^ 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 01:34 REF 4-Methyl-2-pentanone [108-10-1]^ 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 01:34 REF Acetone [67-64-1]A 27 ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 01:34 REF Acrylonitrile [107-13-1]^ 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 01:34 REF Benzene [71-43-2]A 2.6 ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Bromochloromethane [74-97-5]^ 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Bromodichloromethane [75-27-4]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Bromoform [75-25-2]^ 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Bromomethane [74-83-9]^ 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Carbon disulfide [75-15-O]^ 1.5 u ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 01:34 REF Carbon tetrachloride [56-23-5]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Chlorobenzene [308-90-7]A 12 ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Chloroethane [75-00-3]^ 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Chloroform [67-66-3]^ 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Chloromethane [74-87-3]^ 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF cis-1,2-Dichloroethene [156-59-2]^ 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF cis-1,3-Dichloropropene [10061-01-5]^ 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Dibromochloromethane [124-48-1]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Dibromomethane [74-95-3]^ 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Ethylbenzene [100-41-4]A 0.81 J ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Iodomethane [74-88-4]^ 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 01:34 REF m,p-Xylenes[108-38-3/106-42-3]^ 0.17 u ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 01:34 REF Methylene chloride [75-09-2]^ 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF o-Xylene [95-47-6]^ 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Styrene [100-42-5]^ 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Tetrachloroethene [127-18-4]^ 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Toluene [108-88-3]^ 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF trans-1,2-Dichloroethene [156-60-5]^ 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF trans-1,3-Dichloropropene [10061-02-6]^ 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF trans-1,4-Dichloro-2-butene [110-57-6]^ 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Trichloroethene [79-01-6]^ 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Trichlorofluoromethane [75-69-4]^ 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 01:34 REF Vinyl acetate [108-05-4]^ 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 01:34 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 27 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-P29 Lab Sample ID:CD10797-17 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/07/20 11:19 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 01:34 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/16/20 01:34 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 46 1 50.0 91 % 53-136 OG15012 EPA 8260D 07116120 01:34 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15012 EPA 8260D 07116120 01:34 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15012 EPA 8260D 07116120 01:34 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 170 D ug/L 5 6.0 10 OG20029 EPA 8260D 07/20/20 18:27 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 4.9 1 5.00 98 % 75-125 OG20029 EPA 8260D 0712012018:27 KKW Description: 7401-P29 Lab Sample ID:CD10797-18 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 11:24 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL P-9 L Batch Method Analyzed By Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020E 07/15/20 16:30 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 10:56 ]DH Barium [7440-39-3]^ 788 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 10:56 ]DH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 10:56 ]DH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 10:56 ]DH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 10:56 ]DH Cobalt[7440-48-4]^ 1.77 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:56 ]DH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 10:56 ]DH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 10:56 ]DH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 10:56 ]DH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020E 07/15/20 16:30 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 10:56 ]DH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020E 07/15/20 16:30 RLF Vanadium [7440-62-2]^ 9.76 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 10:56 ]DH Zinc[7440-66-6]^ 14.7 ug/L 1 4.40 10.0 OG14022 EPA 6010D 07/16/20 10:56 ]DH FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 28 of 58 0Nk"q09 www.encolabs.com ANALYTICAL RESULTS Description: 7401-SW1 Lab Sample ID:CD10797-19 Received: 07/09/20 11:25 Matrix: Surface Water Sampled:07/08/20 12:40 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG14029 EPA 8260D 07/15/20 14:36 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG14029 EPA 8260D 07/15/20 14:36 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG14029 EPA 8260D 07/15/20 14:36 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG14029 EPA 8260D 07/15/20 14:36 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG14029 EPA 8260D 07/15/20 14:36 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG14029 EPA 8260D 07/15/20 14:36 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG14029 EPA 8260D 07/15/20 14:36 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG14029 EPA 8260D 07/15/20 14:36 REF Methylene chloride [75-09-2]A 0.23 U ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF o-Xylene [95-47-6]A 0.065 U ug/L 1 0.065 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Styrene [100-42-5]A 0.11 U ug/L 1 0.11 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Tetrachloroethene [127-18-4]A 0.17 U ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Toluene [108-88-3]A 0.14 U ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 U ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 U ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 U ug/L 1 0.70 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Trichloroethene [79-01-6]A 0.15 U ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Trichlorofluoromethane [75-69-4]A 0.24 U ug/L 1 0.24 1.0 OG14029 EPA 8260D 07/15/20 14:36 REF Vinyl acetate [108-05-4]A 0.95 U ug/L 1 0.95 5.0 OG14029 EPA 8260D 07/15/20 14:36 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 29 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-SWI Lab Sample ID:CD10797-19 Received: 07/09/20 11:25 Matrix: Surface Water Sampled:07/08/20 12:40 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G14029 EPA 8260D 07/15/20 14:36 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G14029 EPA 8260D 07/15/20 14:36 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 46 1 50.0 91 % 53-136 OG14029 EPA 8260D 07115120 14:36 REF Dibromofluoromethane 43 1 50.0 86 % 67-129 OG14029 EPA 8260D 0711512014:36 REF Toluene-c48 45 1 50.0 90 % 59-134 OG14029 EPA 8260D 0711512014:36 REF Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes Antimony [7440-36-O]^ 3.70 UD ug/L 10 3.70 10.0 0G13010 EPA 6020B 07/15/20 16:44 RLF Arsenic[7440-38-2]^ 38.0 U ug/L 5 38.0 50.0 0G14022 EPA 6010D 07/16/20 11:02 JDH Barium [7440-39-3]^ 118 ug/L 5 5.50 50.0 OG14022 EPA 6010D 07/16/20 11:02 JDH Beryllium [7440-41-7]^ 31.6 ug/L 5 0.800 5.00 OG14022 EPA 6010D 07/16/20 11:02 JDH Cadmium [7440-43-9]^ 1.80 U ug/L 5 1.80 5.00 0G14022 EPA 6010D 07/16/20 11:02 JDH Chromium [7440-47-3]^ 7.00 U ug/L 5 7.00 50.0 0G14022 EPA 6010D 07/16/20 11:02 JDH Cobalt[7440-48-4]^ 317 ug/L 5 7.00 50.0 OG14022 EPA 6010D 07/16/20 11:02 JDH Copper[7440-50-8]^ 8.00 U ug/L 5 8.00 50.0 0G14022 EPA 6010D 07/16/20 11:02 JDH Lead [7439-92-1]^ 15.5 U ug/L 5 15.5 50.0 0G14022 EPA 6010D 07/16/20 11:02 JDH Nickel[7440-02-O]^ 99.7 ug/L 5 11.0 50.0 OG14022 EPA 6010D 07/16/20 11:02 JDH Selenium [7782-49-2]^ 9.10 UD ug/L 10 9.10 10.0 0G13010 EPA 6020B 07/15/20 16:44 RLF Silver [7440-22-4]^ 9.50 U ug/L 5 9.50 50.0 0G14022 EPA 6010D 07/16/20 11:02 JDH Thallium [7440-28-O]^ 1.10 UD ug/L 10 1.10 10.0 0G13010 EPA 6020B 07/15/20 16:44 RLF Vanadium [7440-62-2]^ 32.2 J ug/L 5 7.00 50.0 OG14022 EPA 6010D 07/16/20 11:02 JDH Zinc[7440-66-6]^ 642 ug/L 5 22.0 50.0 OG14022 EPA 6010D 07/16/20 11:02 JDH Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.2 U ug/L 1 1.2 2.0 0G20029 EPA 8260D 07/20/20 13:20 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Analyzed ffy Notes Toluene-d8 5.4 1 5.00 107 % 75-125 OG20029 EPA 8260D 0712012013:20 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 30 of 58 0Nk"q09 www.encolabs.com ANALYTICAL RESULTS Description: 7401-SW2 Lab Sample ID:CD10797-20 Received: 07/09/20 11:25 Matrix: Surface Water Sampled:07/08/20 10:20 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG14029 EPA 8260D 07/15/20 15:05 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG14029 EPA 8260D 07/15/20 15:05 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG14029 EPA 8260D 07/15/20 15:05 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG14029 EPA 8260D 07/15/20 15:05 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG14029 EPA 8260D 07/15/20 15:05 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG14029 EPA 8260D 07/15/20 15:05 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG14029 EPA 8260D 07/15/20 15:05 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG14029 EPA 8260D 07/15/20 15:05 REF Methylene chloride [75-09-2]A 0.23 U ug/L 1 0.23 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF o-Xylene [95-47-6]A 0.065 U ug/L 1 0.065 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Styrene [100-42-5]A 0.11 U ug/L 1 0.11 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Tetrachloroethene [127-18-4]A 0.17 U ug/L 1 0.17 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Toluene [108-88-3]A 0.14 U ug/L 1 0.14 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 U ug/L 1 0.21 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 U ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 U ug/L 1 0.70 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Trichloroethene [79-01-6]A 0.15 U ug/L 1 0.15 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Trichlorofluoromethane [75-69-4]A 0.24 U ug/L 1 0.24 1.0 OG14029 EPA 8260D 07/15/20 15:05 REF Vinyl acetate [108-05-4]A 0.95 U ug/L 1 0.95 5.0 OG14029 EPA 8260D 07/15/20 15:05 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 31 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-SW2 Lab Sample ID:CD10797-20 Received: 07/09/20 11:25 Matrix: Surface Water Sampled:07/08/20 10:20 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G14029 EPA 8260D 07/15/20 15:05 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G14029 EPA 8260D 07/15/20 15:05 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 45 1 50.0 91 % 53-136 OG14029 EPA 8260D 0711512015:05 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG14029 EPA 8260D 0711512015:05 REF Toluene-c48 45 1 50.0 90 % 59-134 OG14029 EPA 8260D 0711512015:05 REF Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020B 07/15/20 16:49 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 11:04 JDH Barium [7440-39-3]^ 60.2 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 11:04 JDH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 11:04 JDH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 11:04 JDH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:04 JDH Cobalt[7440-48-4]^ 2.59 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 11:04 JDH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 11:04 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 11:04 JDH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 11:04 JDH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020B 07/15/20 16:49 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 11:04 JDH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020B 07/15/20 16:49 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:04 JDH Zinc[7440-66-6]^ 4.40 U ug/L 1 4.40 10.0 0G14022 EPA 6010D 07/16/20 11:04 JDH Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.9 J ug/L 1 1.2 2.0 OG20029 EPA 8260D 07/20/20 13:46 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Analyzed ffy Notes Toluene-d8 5.0 1 5.00 100 % 75-125 OG20029 EPA 8260D 0712012013:46 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 32 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-PZ1 Lab Sample ID:CD10797-21 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 11:55 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 02:03 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 02:03 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 02:03 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 02:03 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 02:03 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 02:03 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 02:03 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 02:03 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 02:03 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 02:03 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 33 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-PZ1 Lab Sample ID:CD10797-21 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 11:55 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 02:03 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/16/20 02:03 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 45 1 50.0 90 % 53-136 OG15012 EPA 8260D 07116120 02:03 REF Dibromofluoromethane 43 1 50.0 87 % 67-129 OG15012 EPA 8260D 07116120 02:03 REF Toluene-d8 45 1 50.0 89 % 59-134 OG15012 EPA 8260D 07116120 02:03 REF Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020B 07/15/20 16:53 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 11:06 JDH Barium [7440-39-3]^ 57.0 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 11:06 JDH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 11:06 JDH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 11:06 JDH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:06 JDH Cobalt[7440-48-4]^ 1.67 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 11:06 JDH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 11:06 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 11:06 JDH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 11:06 JDH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020B 07/15/20 16:53 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 11:06 JDH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020B 07/15/20 16:53 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:06 JDH Zinc[7440-66-6]^ 12.1 ug/L 1 4.40 10.0 OG14022 EPA 6010D 07/16/20 11:06 JDH Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.7 J ug/L 1 1.2 2.0 OG20029 EPA 8260D 07/20/20 14:11 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Analyzed ffy Notes Toluene-d8 4.9 1 5.00 99 % 75-125 OG20029 EPA 8260D 0712012014:11 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 34 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-PZ2 Lab Sample ID:CD10797-22 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 12:15 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 02:31 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 02:31 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 02:31 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 02:31 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 02:31 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 02:31 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 02:31 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 02:31 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 02:31 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 02:31 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 35 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-PZ2 Lab Sample ID:CD10797-22 Received: 07/09/20 11:25 Matrix: Ground Water Sampled:07/08/20 12:15 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 02:31 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/16/20 02:31 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 44 1 50.0 89 % 53-136 OG15012 EPA 8260D 07116120 02:31 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15012 EPA 8260D 07116120 02:31 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15012 EPA 8260D 07116120 02:31 REF Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020B 07/15/20 16:57 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 11:12 JDH Barium [7440-39-3]^ 251 ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 11:12 JDH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 11:12 JDH Cadmium [7440-43-9]^ 0.831 J ug/L 1 0.360 1.00 OG14022 EPA 6010D 07/16/20 11:12 JDH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:12 JDH Cobalt[7440-48-4]^ 4.91 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 11:12 JDH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 11:12 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 11:12 JDH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 11:12 JDH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020B 07/15/20 16:57 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 11:12 JDH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020B 07/15/20 16:57 RLF Vanadium [7440-62-2]^ 8.98 J ug/L 1 1.40 10.0 OG14022 EPA 6010D 07/16/20 11:12 JDH Zinc[7440-66-6]^ 73.4 ug/L 1 4.40 10.0 OG14022 EPA 6010D 07/16/20 11:12 JDH Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 2.2 ug/L 1 1.2 2.0 OG20029 EPA 8260D 07/20/20 14:37 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Analyzed ffy Notes Toluene-d8 5.0 1 5.00 101 % 75-125 OG20029 EPA 8260D 071201201427 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 36 of 58 0Nk"q09 www.encolabs.com ANALYTICAL RESULTS Description: 7401-EB Lab Sample ID:CD10797-23 Received: 07/09/20 11:25 Matrix: Water Sampled:07/07/20 10:10 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 02:59 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 02:59 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 02:59 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 02:59 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 02:59 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Carbon disulfide [75-15-O]A 9.8 ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 02:59 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 02:59 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 02:59 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 02:59 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 02:59 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 37 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-EB Lab Sample ID:CD10797-23 Received: 07/09/20 11:25 Matrix: Water Sampled:07/07/20 10:10 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 02:59 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/16/20 02:59 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 45 1 50.0 89 % 53-136 OG15012 EPA 8260D 07116120 02:59 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15012 EPA 8260D 07116120 02:59 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15012 EPA 8260D 07116120 02:59 REF Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flaa Units DF MDL PQL Batch Method Analyzed Ay Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020B 07/15/20 17:02 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 11:20 JDH Barium [7440-39-3]^ 1.46 J ug/L 1 1.10 10.0 OG14022 EPA 6010D 07/16/20 11:20 JDH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 11:20 JDH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 11:20 JDH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:20 JDH Cobalt[7440-48-4]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:20 JDH Copper[7440-50-8]A 1.74 J ug/L 1 1.60 10.0 OG14022 EPA 6010D 07/16/20 11:20 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 11:20 JDH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 11:20 JDH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020B 07/15/20 17:02 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 11:20 JDH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020B 07/15/20 17:02 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:20 JDH Zinc[7440-66-6]^ 66.1 ug/L 1 4.40 10.0 OG14022 EPA 6010D 07/16/20 11:20 JDH Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flaa Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.2 U ug/L 1 1.2 2.0 0G20029 EPA 8260D 07/20/20 11:13 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Analyzed ffy Notes Toluene-d8 5.1 1 5.00 102 % 75-125 OG20029 EPA 8260D 0712012011:13 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 38 of 58 0Nk"q09 www.encolabs.com ANALYTICAL RESULTS Description: 7401-FB Lab Sample ID:CD10797-24 Received: 07/09/20 11:25 Matrix: Water Sampled:07/08/20 09:00 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 u ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 u ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,1-Dichloroethane [75-34-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,1-Dichloroethene [75-35-4]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,2-Dibromoethane [106-93-4]A 0.66 u ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,2-Dichloroethane [107-06-2]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,2-Dichloropropane [78-87-5]A 0.10 u ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 u ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF 2-Butanone [78-93-3]A 1.3 u ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 03:28 REF 2-Hexanone [591-78-6]A 0.88 u ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 03:28 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 u ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 03:28 REF Acetone [67-64-1]A 10 u ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 03:28 REF Acrylonitrile [107-13-1]A 3.5 u ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 03:28 REF Benzene [71-43-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Bromochloromethane [74-97-5]A 0.48 u ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Bromodichloromethane [75-27-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Bromoform [75-25-2]A 0.22 u ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Bromomethane [74-83-9]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Carbon disulfide [75-15-0]A 1.5 u ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 03:28 REF Carbon tetrachloride [56-23-5]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Chlorobenzene [108-90-7]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Chloroethane [75-00-3]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Chloroform [67-66-3]A 0.18 u ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Chloromethane [74-87-3]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 u ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Dibromochloromethane [124-48-1]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Dibromomethane [74-95-3]A 0.27 u ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Ethylbenzene [500-41-4]A 0.13 u ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Iodomethane [74-88-4]A 1.7 u ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 03:28 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 u ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 03:28 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 03:28 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 03:28 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 39 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-FB Lab Sample ID:CD10797-24 Received: 07/09/20 11:25 Matrix: Water Sampled:07/08/20 09:00 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: Emma Shipley Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte MAS Numberl Results Flag Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 03:28 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/16/20 03:28 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 46 1 50.0 91 % 53-136 OG15012 EPA 8260D 07116120 03:28 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15012 EPA 8260D 07116120 03:28 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15012 EPA 8260D 07116120 03:28 REF Metals (total recoverable) by EPA 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes Antimony [7440-36-O]^ 0.740 U ug/L 2 0.740 2.00 0G13010 EPA 6020B 07/15/20 17:15 RLF Arsenic[7440-38-2]^ 7.60 U ug/L 1 7.60 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Barium [7440-39-3]^ 1.10 U ug/L 1 1.10 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Beryllium [7440-41-7]^ 0.160 U ug/L 1 0.160 1.00 0G14022 EPA 6010D 07/16/20 11:23 JDH Cadmium [7440-43-9]^ 0.360 U ug/L 1 0.360 1.00 0G14022 EPA 6010D 07/16/20 11:23 JDH Chromium [7440-47-3]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Cobalt[7440-48-4]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Copper[7440-50-8]^ 1.60 U ug/L 1 1.60 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Lead [7439-92-1]^ 3.10 U ug/L 1 3.10 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Nickel[7440-02-O]^ 2.20 U ug/L 1 2.20 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Selenium [7782-49-2]^ 1.82 U ug/L 2 1.82 2.00 0G13010 EPA 6020B 07/15/20 17:15 RLF Silver [7440-22-4]^ 1.90 U ug/L 1 1.90 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Thallium [7440-28-O]^ 0.220 U ug/L 2 0.220 2.00 0G13010 EPA 6020B 07/15/20 17:15 RLF Vanadium [7440-62-2]^ 1.40 U ug/L 1 1.40 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Zinc[7440-66-6]^ 4.40 U ug/L 1 4.40 10.0 0G14022 EPA 6010D 07/16/20 11:23 JDH Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flag Units DF MDL PQL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.2 U ug/L 1 1.2 2.0 0G20029 EPA 8260D 07/20/20 11:39 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Analyzed ffy Notes Toluene-d8 5.0 1 5.00 101 % 75-125 OG20029 EPA 8260D 0712012011:39 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 40 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-TripBlank Lab Sample ID:CD10797-25 Received: 07/09/20 11:25 Matrix: Water Sampled:07/07/20 00:00 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: ENCO Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 U ug/L 1 0.12 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 U ug/L 1 0.28 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 U ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,1-Dichloroethane [75-34-3]A 0.13 U ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,1-Dichloroethene [75-35-4]A 0.21 U ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 U ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 U ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,2-Dibromoethane [106-93-4]A 0.66 U ug/L 1 0.66 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 U ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,2-Dichloroethane [107-06-2]A 0.21 U ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,2-Dichloropropane [78-87-5]A 0.10 U ug/L 1 0.10 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 U ug/L 1 0.19 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF 2-Butanone [78-93-3]A 1.3 U ug/L 1 1.3 5.0 OG15012 EPA 8260D 07/16/20 03:56 REF 2-Hexanone [591-78-6]A 0.88 U ug/L 1 0.88 5.0 OG15012 EPA 8260D 07/16/20 03:56 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 U ug/L 1 1.1 5.0 OG15012 EPA 8260D 07/16/20 03:56 REF Acetone [67-64-1]A 10 U ug/L 1 10 20 OG15012 EPA 8260D 07/16/20 03:56 REF Acrylonitrile [107-13-1]A 3.5 U ug/L 1 3.5 10 OG15012 EPA 8260D 07/16/20 03:56 REF Benzene [71-43-2]A 0.15 U ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Bromochloromethane [74-97-5]A 0.48 U ug/L 1 0.48 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Bromodichloromethane [75-27-4]A 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Bromoform [75-25-2]A 0.22 U ug/L 1 0.22 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Bromomethane [74-83-9]A 0.14 U ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Carbon disulfide [75-15-0]A 1.5 U ug/L 1 1.5 5.0 OG15012 EPA 8260D 07/16/20 03:56 REF Carbon tetrachloride [56-23-5]A 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Chlorobenzene [108-90-7]A 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Chloroethane [75-00-3]A 0.23 U ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Chloroform [67-66-3]A 0.18 U ug/L 1 0.18 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Chloromethane [74-87-3]A 0.13 U ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 U ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 U ug/L 1 0.20 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Dibromochloromethane [124-48-1]A 0.17 U ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Dibromomethane [74-95-3]A 0.27 U ug/L 1 0.27 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Ethylbenzene [500-41-4]A 0.13 U ug/L 1 0.13 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Iodomethane [74-88-4]A 1.7 U ug/L 1 1.7 5.0 OG15012 EPA 8260D 07/16/20 03:56 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 U ug/L 1 0.17 2.0 OG15012 EPA 8260D 07/16/20 03:56 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15012 EPA 8260D 07/16/20 03:56 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15012 EPA 8260D 07/16/20 03:56 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 41 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-TripBlank Lab Sample ID:CD10797-25 Received: 07/09/20 11:25 Matrix: Water Sampled:07/07/20 00:00 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: ENCO Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte MAS Numberl Results Flaa Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15012 EPA 8260D 07/16/20 03:56 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15012 EPA 8260D 07/16/20 03:56 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed By Notes 4-Bromofluorobenzene 45 1 50.0 90 % 53-136 OG15012 EPA 8260D 07116120 03:56 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15012 EPA 8260D 07116120 03:56 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15012 EPA 8260D 07116120 03:56 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 0.80 U ug/L 1 0.80 2.0 0G15036 EPA 8260D 07/15/20 10:18 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 4.7 1 5.00 93 % 75-125 OG15036 EPA 8260D 0711512010:18 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 42 of 58 00� www.encolabs.com ANALYTICAL RESULTS Description: 7401-TripBlank Lab Sample ID:CD10797-26 Received: 07/09/20 11:25 Matrix: Water Sampled:07/08/20 00:00 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: ENCO Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte fCAS Numberl Results Flaa Units DF MDL P L Batch Method Analyzed Notes 1,1,1,2-Tetrachloroethane [630-20-6]A 0.17 U ug/L 1 0.17 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,1,1-Trichloroethane [71-55-6]A 0.12 U ug/L 1 0.12 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,1,2,2-Tetrachloroethane [79-34-5]A 0.28 U ug/L 1 0.28 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,1,2-Trichloroethane [79-00-5]A 0.14 U ug/L 1 0.14 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,1-Dichloroethane [75-34-3]A 0.13 U ug/L 1 0.13 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,1-Dichloroethene [75-35-4]A 0.21 U ug/L 1 0.21 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,2,3-Trichloropropane [96-18-4]A 0.23 U ug/L 1 0.23 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,2-Dibromo-3-chloropropane [96-12-8]A 0.48 U ug/L 1 0.48 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,2-Dibromoethane [106-93-4]A 0.66 U ug/L 1 0.66 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,2-Dichlorobenzene [95-50-1]A 0.19 U ug/L 1 0.19 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,2-Dichloroethane [107-06-2]A 0.21 U ug/L 1 0.21 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,2-Dichloropropane [78-87-5]A 0.10 U ug/L 1 0.10 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 1,4-Dichlorobenzene [106-46-7]A 0.19 U ug/L 1 0.19 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF 2-Butanone [78-93-3]A 1.3 U ug/L 1 1.3 5.0 OG15013 EPA 8260D 07/16/20 08:11 REF 2-Hexanone [591-78-6]A 0.88 U ug/L 1 0.88 5.0 OG15013 EPA 8260D 07/16/20 08:11 REF 4-Methyl-2-pentanone [108-10-1]A 1.1 U ug/L 1 1.1 5.0 OG15013 EPA 8260D 07/16/20 08:11 REF Acetone [67-64-1]A 10 U ug/L 1 10 20 OG15013 EPA 8260D 07/16/20 08:11 REF Acrylonitrile [107-13-1]A 3.5 U ug/L 1 3.5 10 OG15013 EPA 8260D 07/16/20 08:11 REF Benzene [71-43-2]A 0.15 U ug/L 1 0.15 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Bromochloromethane [74-97-5]A 0.48 U ug/L 1 0.48 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Bromodichloromethane [75-27-4]A 0.17 U ug/L 1 0.17 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Bromoform [75-25-2]A 0.22 U ug/L 1 0.22 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Bromomethane [74-83-9]A 0.14 U ug/L 1 0.14 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Carbon disulfide [75-15-0]A 1.5 U ug/L 1 1.5 5.0 OG15013 EPA 8260D 07/16/20 08:11 REF Carbon tetrachloride [56-23-5]A 0.17 U ug/L 1 0.17 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Chlorobenzene [108-90-7]A 0.17 U ug/L 1 0.17 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Chloroethane [75-00-3]A 0.23 U ug/L 1 0.23 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Chloroform [67-66-3]A 0.18 U ug/L 1 0.18 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Chloromethane [74-87-3]A 0.13 U ug/L 1 0.13 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF cis-1,2-Dichloroethene [156-59-2]A 0.15 U ug/L 1 0.15 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF cis-1,3-Dichloropropene [10061-01-5]A 0.20 U ug/L 1 0.20 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Dibromochloromethane [124-48-1]A 0.17 U ug/L 1 0.17 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Dibromomethane [74-95-3]A 0.27 U ug/L 1 0.27 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Ethylbenzene [500-41-4]A 0.13 U ug/L 1 0.13 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Iodomethane [74-88-4]A 1.7 U ug/L 1 1.7 5.0 OG15013 EPA 8260D 07/16/20 08:11 REF m,p-Xylenes[108-38-3/106-42-3]A 0.17 U ug/L 1 0.17 2.0 OG15013 EPA 8260D 07/16/20 08:11 REF Methylene chloride [75-09-2]A 0.23 u ug/L 1 0.23 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF o-Xylene [95-47-6]A 0.065 u ug/L 1 0.065 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Styrene [100-42-5]A 0.11 u ug/L 1 0.11 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Tetrachloroethene [127-18-4]A 0.17 u ug/L 1 0.17 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Toluene [108-88-3]A 0.14 u ug/L 1 0.14 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF trans-1,2-Dichloroethene [156-60-5]A 0.21 u ug/L 1 0.21 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF trans-1,3-Dichloropropene [10061-02-6]A 0.15 u ug/L 1 0.15 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF trans-1,4-Dichloro-2-butene [110-57-6]A 0.70 u ug/L 1 0.70 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Trichloroethene [79-01-6]A 0.15 u ug/L 1 0.15 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Trichlorofluoromethane [75-69-4]A 0.24 u ug/L 1 0.24 1.0 OG15013 EPA 8260D 07/16/20 08:11 REF Vinyl acetate [108-05-4]A 0.95 u ug/L 1 0.95 5.0 OG15013 EPA 8260D 07/16/20 08:11 REF QV-01 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 43 of 58 (� �Eo www.encolabs.com ANALYTICAL RESULTS Description: 7401-TripBlank Lab Sample ID:CD10797-26 Received: 07/09/20 11:25 Matrix: Water Sampled:07/08/20 00:00 Work Order: CD10797 Project: Pitt County Landfill - App I Sampled By: ENCO Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] Analyte MAS Numberl Results Flaa Units DF MDL PDL Batch Method Analyzed By Notes Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 0G15013 EPA 8260D 07/16/20 08:11 REF Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 0G15013 EPA 8260D 07/16/20 08:11 REF Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/vzed ffy Notes 4-Bromofluorobenzene 45 1 50.0 89 % 53-136 OG15013 EPA 8260D 07116120 08:11 REF Dibromofluoromethane 44 1 50.0 88 % 67-129 OG15013 EPA 8260D 07116120 08:11 REF Toluene-d8 45 1 50.0 90 % 59-134 OG15013 EPA 8260D 07116120 08:11 REF Volatile Organic Compounds by GCMS SIM Isotope Dilution ^ - ENCO Orlando certified analyte [NC 424] Analyte rCAS Numberl Results Flaa Units DF MDL POLL Batch Method Analyzed Ay Notes 1,4-Dioxane [123-91-1]^ 1.2 U ug/L 1 1.2 2.0 0G20029 EPA 8260D 07/20/20 10:47 KKW Surrogates Results DF Spike Lv/ % Rec % Rec Limits Batch Method Ana/yzed By Notes Toluene-d8 5.1 1 5.00 102 % 75-125 OG20029 EPA 8260D 0712012010:47 KKW FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 44 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 0614O29 - EPA 50308 MS Blank (OG14029-BLK3) Prepared: 07/14/2020 10:16 Analyzed: 07/15/2020 06:31 Analvte Result Flaq POL Units 1,1,1,2-Tetrachloroethane 0.17 U 1.0 ug/L 1,1,1-Trichloroethane 0.12 U 1.0 ug/L 1,1,2,2-Tetrachloroethane 0.28 U 1.0 ug/L 1,1,2-Trichloroethane 0.14 U 1.0 ug/L 1,1-Dichloroethane 0.13 U 1.0 ug/L 1,1-Dichloroethene 0.21 U 1.0 ug/L 1,2,3-Trichloropropane 0.23 U 1.0 ug/L 1,2-Dibromo-3-chloropropane 0.48 U 1.0 ug/L 1,2-Dibromoethane 0.66 U 1.0 ug/L 1,2-Dichlorobenzene 0.19 U 1.0 ug/L 1,2-Dichloroethane 0.21 U 1.0 ug/L 1,2-Dichloropropane 0.10 U 1.0 ug/L 1,4-Dichlorobenzene 0.19 U 1.0 ug/L 2-Butanone 1.3 U 5.0 ug/L 2-Hexanone 0.88 U 5.0 ug/L 4-Methyl-2-pentanone 1.1 U 5.0 ug/L Acetone 10 U 20 ug/L Acrylonitrile 3.5 U 10 ug/L Benzene 0.15 U 1.0 ug/L Bromochloromethane 0.48 U 1.0 ug/L Bromodichloromethane 0.17 U 1.0 ug/L Bromoform 0.22 U 1.0 ug/L Bromomethane 0.14 U 1.0 ug/L Carbon disulfide 1.5 U 5.0 ug/L Carbon tetrachloride 0.17 U 1.0 ug/L Chlorobenzene 0.17 U 1.0 ug/L Chloroethane 0.23 U 1.0 ug/L Chloroform 0.18 U 1.0 ug/L Chloromethane 0.13 U 1.0 ug/L cis- 1,2-Dichloroethene 0.15 U 1.0 ug/L cis- 1,3-Dichloropropene 0.20 U 1.0 ug/L Dibromochloromethane 0.17 U 1.0 ug/L Dibromomethane 0.27 U 1.0 ug/L Ethylbenzene 0.13 U 1.0 ug/L Iodomethane 1.7 U 5.0 ug/L m,p-Xylenes 0.17 U 2.0 ug/L Methylene chloride 0.23 U 1.0 ug/L o-Xylene 0.065 U 1.0 ug/L Styrene 0.11 U 1.0 ug/L Tetrachloroethene 0.17 U 1.0 ug/L Toluene 0.14 U 1.0 ug/L trans-1,2-Dichloroethene 0.21 U 1.0 ug/L trans-1,3-Dichloropropene 0.15 U 1.0 ug/L trans-1,4-Dichloro-2-butene 0.70 U 1.0 ug/L Trichloroethene 0.15 U 1.0 ug/L Trichlorofluoromethane 0.24 U 1.0 ug/L Vinyl acetate 0.95 U 5.0 ug/L Vinyl chloride 0.32 U 1.0 ug/L Xylenes (Total) 0.45 U 3.0 ug/L Spike Source %REC RPD Level Result %REC Limits RPD Limit Notes FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 45 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 0614O29 - EPA 50308 MS - Continued Blank (OG14029-BLK3) Continued Prepared: 07/14/2020 10:16 Analyzed: 07/15/2020 06:31 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 4-Bromofluorobenzene 46 u91L 50.0 91 53-136 Dibromofluoromethane 44 u91L 50.0 87 67-129 Toluene-d8 44 u91L 50.0 89 59-134 LCS (OG14029-BS1) Prepared: 07/14/2020 10:16 Analyzed: 07/15/2020 04:37 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 18 1.0 ug/L 20.0 90 75-133 Benzene 21 1.0 ug/L 20.0 106 80-134 Chlorobenzene 21 1.0 ug/L 20.0 107 80-120 Toluene 21 1.0 ug/L 20.0 103 71-120 Trichloroethene 20 1.0 ug/L 20.0 102 74-120 4-Bromofluorobenzene 46 u91L 50.0 91 53-136 Dibromofluoromethane 44 u91L 50.0 88 67-129 Toluene-d8 46 u91L 50.0 91 59-134 Matrix Spike (OG14029-MS1) Prepared: 07/14/2020 10:16 Analyzed: 07/15/2020 05:05 Source: CD11356-04 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 19 1.0 ug/L 20.0 0.21 U 94 75-133 Benzene 22 1.0 ug/L 20.0 0.15 U 108 80-134 Chlorobenzene 22 1.0 ug/L 20.0 0.17 U 110 80-120 Toluene 21 1.0 ug/L 20.0 0.14 U 107 71-120 Trichloroethene 21 1.0 ug/L 20.0 0.15 U 106 74-120 4-Bromofluorobenzene 45 u91L 50.0 91 53-136 Dibromofluoromethane 44 u91L 50.0 89 67-129 Toluene-d8 45 u91L 50.0 90 59-134 Matrix Spike Dup (OG14029-MSD1) Prepared: 07/14/2020 10:16 Analyzed: 07/15/2020 05:34 Source: CD11356-04 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 18 1.0 ug/L 20.0 0.21 U 90 75-133 4 20 Benzene 21 1.0 ug/L 20.0 0.15 U 103 80-134 5 17 Chlorobenzene 21 1.0 ug/L 20.0 0.17 U 105 80-120 4 16 Toluene 20 1.0 ug/L 20.0 0.14 U 102 71-120 4 17 Trichloroethene 20 1.0 ug/L 20.0 0.15 U 100 74-120 5 22 4-Bromofluorobenzene 46 u91L 50.0 91 53-136 Dibromofluoromethane 45 u91L 50.0 90 67-129 Toluene-d8 45 u91L 50.0 91 59-134 Batch 04G15O12 - EPA 5O3OB MS Blank (OG15012-BLK3) Prepared: 07/15/2020 09:31 Analyzed: 07/15/2020 18:56 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1,1,2-Tetrachloroethane 0.17 U 1.0 ug/L 1,1,1-Trichloroethane 0.12 U 1.0 ug/L FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 46 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 0615012 - EPA 50308 MS - Continued Blank (0G1S012-BLK3) Continued Prepared: 07/15/2020 09:31 Analyzed: 07/15/2020 18:56 Analvte Result Flaq POL Units 1,1,2,2-Tetrachloroethane 0.28 U 1.0 ug/L 1,1,2-Trichloroethane 0.14 U 1.0 ug/L 1,1-Dichloroethane 0.13 U 1.0 ug/L 1,1-Dichloroethene 0.21 U 1.0 ug/L 1,2,3-Trichloropropane 0.23 U 1.0 ug/L 1,2-Dibromo-3-chloropropane 0.48 U 1.0 ug/L 1,2-Dibromoethane 0.66 U 1.0 ug/L 1,2-Dichlorobenzene 0.19 U 1.0 ug/L 1,2-Dichloroethane 0.21 U 1.0 ug/L 1,2-Dichloropropane 0.10 U 1.0 ug/L 1,4-Dichlorobenzene 0.19 U 1.0 ug/L 2-Butanone 1.3 U 5.0 ug/L 2-Hexanone 0.88 U 5.0 ug/L 4-Methyl-2-pentanone 1.1 U 5.0 ug/L Acetone 10 U 20 ug/L Acrylonitrile 3.5 U 10 ug/L Benzene 0.15 U 1.0 ug/L Bromochloromethane 0.48 U 1.0 ug/L Bromodichloromethane 0.17 U 1.0 ug/L Bromoform 0.22 U 1.0 ug/L Bromomethane 0.14 U 1.0 ug/L Carbon disulfide 1.5 U 5.0 ug/L Carbon tetrachloride 0.17 U 1.0 ug/L Chlorobenzene 0.17 U 1.0 ug/L Chloroethane 0.23 U 1.0 ug/L Chloroform 0.18 U 1.0 ug/L Chloromethane 0.13 U 1.0 ug/L cis- 1,2-Dichloroethene 0.15 U 1.0 ug/L cis- 1,3-Dichloropropene 0.20 U 1.0 ug/L Dibromochloromethane 0.17 U 1.0 ug/L Dibromomethane 0.27 U 1.0 ug/L Ethylbenzene 0.13 U 1.0 ug/L Iodomethane 1.7 U 5.0 ug/L m,p-Xylenes 0.17 U 2.0 ug/L Methylene chloride 0.23 U 1.0 ug/L o-Xylene 0.065 U 1.0 ug/L Styrene 0.11 U 1.0 ug/L Tetrachloroethene 0.17 U 1.0 ug/L Toluene 0.14 U 1.0 ug/L trans-1,2-Dichloroethene 0.21 U 1.0 ug/L trans-1,3-Dichloropropene 0.15 U 1.0 ug/L trans-1,4-Dichloro-2-butene 0.70 U 1.0 ug/L Trichloroethene 0.15 U 1.0 ug/L Trichlorofluoromethane 0.24 U 1.0 ug/L Vinyl acetate 0.95 U 5.0 ug/L Vinyl chloride 0.32 U 1.0 ug/L Xylenes (Total) 0.45 U 3.0 ug/L Spike Source %REC RPD Level Result %REC Limits RPD Limit Notes 4-Bromofluorobenzene 45 u91L 50.0 91 53-136 Dibromofluoromethane 43 u91L 50.0 87 67-129 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 47 of 58 0Nk"q09 www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch OG15O12 - EPA 5030E MS - Continued Blank (OG15012-BLK1) Continued Prepared: 07/15/2020 09:31 Analyzed: 07/15/2020 18:56 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Toluene-d8 45 u91L 50.0 89 59-134 LCS (OG15012-BS1) Prepared: 07/15/2020 09:31 Analyzed: 07/15/2020 17:00 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 19 1.0 ug/L 20.0 93 75-133 Benzene 20 1.0 ug/L 20.0 102 80-134 Chlorobenzene 20 1.0 ug/L 20.0 102 80-120 Toluene 20 1.0 ug/L 20.0 101 71-120 Trichloroethene 20 1.0 ug/L 20.0 101 74-120 4-Bromofluorobenzene 45 u91L 50.0 91 53-136 Dibromofluoromethane 44 u91L 50.0 88 67-129 Toluene-d8 45 u91L 50.0 90 59-134 Matrix Spike (OG15012-MS1) Prepared: 07/15/2020 09:31 Analyzed: 07/15/2020 17:29 Source: CD10795-05 Spike Source %REC RPD Analvte Result FFFlaa POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 20 1.0 ug/L 20.0 0.21 U 99 75-133 Benzene 22 1.0 ug/L 20.0 0.15 U 111 80-134 Chlorobenzene 22 1.0 ug/L 20.0 0.17 U 110 80-120 Toluene 22 1.0 ug/L 20.0 0.14 U 108 71-120 Trichloroethene 22 1.0 ug/L 20.0 0.15 U 111 74-120 4-8romofluorobenzene 45 u91L 50.0 91 53-136 Dibromofluoromethane 44 u91L 50.0 88 67-129 Toluene-d8 45 u91L 50.0 91 59-134 Matrix Spike Dup (0G15012-MSD1) Prepared: 07/15/2020 09:31 Analyzed: 07/15/2020 17:58 Source: CD10795-05 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 20 1.0 ug/L 20.0 0.21 U 99 75-133 0.4 20 Benzene 22 1.0 ug/L 20.0 0.15 U 111 80-134 0.3 17 Chlorobenzene 22 1.0 ug/L 20.0 0.17 U 110 80-120 0.5 16 Toluene 22 1.0 ug/L 20.0 0.14 U 108 71-120 0.3 17 Trichloroethene 22 1.0 ug/L 20.0 0.15 U 110 74-120 1 22 4-8romofluorobenzene 45 u91L 50.0 91 53-136 Dibromofluoromethane 44 u91L 50.0 88 67-129 Toluene-& 45 u91L 50.0 90 59-134 Batch OG15O13 - EPA 5O3O8 MS Blank (OG15013-BLK3) Prepared: 07/15/2020 09:43 Analyzed: 07/16/2020 07:43 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1,1,2-Tetrachloroethane 0.17 U 1.0 ug/L 1,1,1-Trichloroethane 0.12 U 1.0 ug/L 1,1,2,2-Tetrachloroethane 0.28 U 1.0 ug/L 1,1,2-Trichloroethane 0.14 U 1.0 ug/L FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 48 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 0615013 - EPA 50308 MS - Continued Blank (0G1S013-BLK3) Continued Prepared: 07/15/2020 09:43 Analyzed: 07/16/2020 07:43 Analvte Result Flaq POL Units 1,1-Dichloroethane 0.13 U 1.0 ug/L 1,1-Dichloroethene 0.21 U 1.0 ug/L 1,2,3-Trichloropropane 0.23 U 1.0 ug/L 1,2-Dibromo-3-chloropropane 0.48 U 1.0 ug/L 1,2-Dibromoethane 0.66 U 1.0 ug/L 1,2-Dichlorobenzene 0.19 U 1.0 ug/L 1,2-Dichloroethane 0.21 U 1.0 ug/L 1,2-Dichloropropane 0.10 U 1.0 ug/L 1,4-Dichlorobenzene 0.19 U 1.0 ug/L 2-Butanone 1.3 U 5.0 ug/L 2-Hexanone 0.88 U 5.0 ug/L 4-Methyl-2-pentanone 1.1 U 5.0 ug/L Acetone 10 U 20 ug/L Acrylonitrile 3.5 U 10 ug/L Benzene 0.15 U 1.0 ug/L Bromochloromethane 0.48 U 1.0 ug/L Bromodichloromethane 0.17 U 1.0 ug/L Bromoform 0.22 U 1.0 ug/L Bromomethane 0.14 U 1.0 ug/L Carbon disulfide 1.5 U 5.0 ug/L Carbon tetrachloride 0.17 U 1.0 ug/L Chlorobenzene 0.17 U 1.0 ug/L Chloroethane 0.23 U 1.0 ug/L Chloroform 0.18 U 1.0 ug/L Chloromethane 0.13 U 1.0 ug/L cis- 1,2-Dichloroethene 0.15 U 1.0 ug/L cis- 1,3-Dichloropropene 0.20 U 1.0 ug/L Dibromochloromethane 0.17 U 1.0 ug/L Dibromomethane 0.27 U 1.0 ug/L Ethylbenzene 0.13 U 1.0 ug/L Iodomethane 1.7 U 5.0 ug/L m,p-Xylenes 0.17 U 2.0 ug/L Methylene chloride 0.23 U 1.0 ug/L o-Xylene 0.065 U 1.0 ug/L Styrene 0.11 U 1.0 ug/L Tetrachloroethene 0.17 U 1.0 ug/L Toluene 0.14 U 1.0 ug/L trans-1,2-Dichloroethene 0.21 U 1.0 ug/L trans-1,3-Dichloropropene 0.15 U 1.0 ug/L trans-1,4-Dichloro-2-butene 0.70 U 1.0 ug/L Trichloroethene 0.15 U 1.0 ug/L Trichlorofluoromethane 0.24 U 1.0 ug/L Vinyl acetate 0.95 U 5.0 ug/L Vinyl chloride 0.32 U 1.0 ug/L Xylenes (Total) 0.45 U 3.0 ug/L Spike Source %REC RPD Level Result %REC Limits RPD Limit Notes 4-Bromofluorobenzene 45 u91L 50.0 91 53-136 Dibromofluoromethane 44 u91L 50.0 88 67-129 Toluene-d8 45 u91L 50.0 91 59-134 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 49 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 0615O13 - EPA 50308 MS - Continued LCS (OG15013-BS3) Prepared: 07/15/2020 09:43 Analyzed: 07/16/2020 05:49 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 17 1.0 ug/L 20.0 84 75-133 Benzene 21 1.0 ug/L 20.0 104 80-134 Chlorobenzene 21 1.0 ug/L 20.0 104 80-120 Toluene 20 1.0 ug/L 20.0 100 71-120 Trichloroethene 20 1.0 ug/L 20.0 100 74-120 4-Bromofluorobenzene 45 u91L 50.0 90 53-136 Dibromofluoromethane 44 u91L 50.0 88 67-129 Toluene-d8 46 u91L 50.0 91 59-134 Matrix Spike (OG15013-MS1) Prepared: 07/15/2020 09:43 Analyzed: 07/16/2020 06:18 Source: CD11356-08 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 17 1.0 ug/L 20.0 0.21 U 84 75-133 Benzene 21 1.0 ug/L 20.0 0.15 U 103 80-134 Chlorobenzene 21 1.0 ug/L 20.0 0.17 U 103 80-120 Toluene 20 1.0 ug/L 20.0 0.14 U 99 71-120 Trichloroethene 19 1.0 ug/L 20.0 0.15 U 97 74-120 4-Bromofluorobenzene 45 u91L 50.0 90 53-136 Dibromofluoromethane 44 u91L 50.0 89 67-129 Toluene-d8 46 u91L 50.0 91 59-134 Matrix Spike Dup (OG15013-MSD1) Prepared: 07/15/2020 09:43 Analyzed: 07/16/2020 06:46 Source: CD11356-08 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,1-Dichloroethene 17 1.0 ug/L 20.0 0.21 U 87 75-133 4 20 Benzene 22 1.0 ug/L 20.0 0.15 U 108 80-134 5 17 Chlorobenzene 21 1.0 ug/L 20.0 0.17 U 106 80-120 3 16 Toluene 21 1.0 ug/L 20.0 0.14 U 104 71-120 5 17 Trichloroethene 21 1.0 ug/L 20.0 0.15 U 104 74-120 6 22 4-Bromofluorobenzene 45 u91L 50.0 90 53-136 Dibromofluoromethane 44 u91L 50.0 88 67-129 Toluene-d8 46 u91L 50.0 92 59-134 Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control Batch OG13O1O - EPA 3O6OA Blank (OG13010-BLK3) Prepared: 07/13/2020 09:26 Analyzed: 07/15/2020 14:31 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Antimony 0.370 U 1.00 ug/L Selenium 0.910 U 1.00 ug/L Thallium 0.110 U 1.00 ug/L LCS (OG13030-BS3) Prepared: 07/13/2020 09:26 Analyzed: 07/15/2020 14:35 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 50 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control Batch 0613O1O - EPA 3O6OA - Continued LCS (OG13010-BS3) Continued Prepared: 07/13/2020 09:26 Analyzed: 07/15/2020 14:35 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Antimony 20.9 1.00 ug/L 20.0 104 80-120 Selenium 20.7 1.00 ug/L 20.0 104 80-120 Thallium 21.0 1.00 ug/L 20.0 105 80-120 Matrix Spike (OG13030-MSS) Prepared: 07/13/2020 09:26 Analyzed: 07/15/2020 14:40 Source: CD10795-05 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Antimony 42.6 2.00 ug/L 40.0 0.740 U 106 75-125 Selenium 42.2 2.00 ug/L 40.0 1.82 U 105 75-125 Thallium 42.0 2.00 ug/L 40.0 0.220 U 105 75-125 Matrix Spike Dup (OG33010-MSD1) Prepared: 07/13/2020 09:26 Analyzed: 07/15/2020 14:44 Source: CD10795-05 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Antimony 42.7 2.00 ug/L 40.0 0.740 U 107 75-125 0.3 20 Selenium 39.7 2.00 ug/L 40.0 1.82 U 99 75-125 6 20 Thallium 42.2 2.00 ug/L 40.0 0.220 U 105 75-125 0.3 20 Post Spike (OG13030-PS1) Prepared: 07/13/2020 09:26 Analyzed: 07/15/2020 14:57 111 Source: CD10795-05 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Antimony 14.8 1.00 ug/L 20.0 0.143 73 75-125 QM-08 Selenium 14.2 1.00 ug/L 20.0 0.421 69 75-125 QM-08 Thallium 14.6 1.00 ug/L 20.0 0.00216 73 75-125 QM-08 Batch OG14O21 - EPA 3OO5A Blank (OG14021-BLK1) Prepared: 07/14/2020 09:26 Analyzed: 07/15/2020 15:34 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 7.60 U 10.0 ug/L Barium 1.10 U 10.0 ug/L Beryllium 0.160 U 1.00 ug/L Cadmium 0.360 U 1.00 ug/L Chromium 1.40 U 10.0 ug/L Cobalt 1.40 U 10.0 ug/L Copper 1.60 U 10.0 ug/L Lead 3.10 U 10.0 ug/L Nickel 3.44 ] 10.0 ug/L Silver 1.90 U 10.0 ug/L Vanadium 1.40 U 10.0 ug/L Blank (OG14021-BLK2) Prepared: 07/14/2020 09:26 Analyzed: 07/15/2020 15:52 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Zinc 4.40 U 10.0 ug/L FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 51 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control Batch 0614O21 - EPA 3OO5A - Continued LCS (OG14021-BS3) Prepared: 07/14/2020 09:26 Analyzed: 07/15/2020 15:58 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 177 10.0 ug/L 200 88 80-120 Barium 190 10.0 ug/L 200 95 80-120 Beryllium 17.3 1.00 ug/L 20.0 87 80-120 Cadmium 19.1 1.00 ug/L 20.0 95 80-120 Chromium 181 10.0 ug/L 200 90 80-120 Cobalt 183 10.0 ug/L 200 91 80-120 Copper 179 10.0 ug/L 200 90 80-120 Lead 171 10.0 ug/L 200 85 80-120 Nickel 193 10.0 ug/L 200 96 80-120 Silver 207 10.0 ug/L 200 104 80-120 Vanadium 184 10.0 ug/L 200 92 80-120 Zinc 230 10.0 ug/L 200 115 80-120 Matrix Spike (OG14021-MS1) Prepared: 07/14/2020 09:26 Analyzed: 07/15/2020 16:17 Source: CD10795-05 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 172 10.0 ug/L 200 7.60 U 86 75-125 Barium 202 10.0 ug/L 200 13.0 94 75-125 Beryllium 17.8 1.00 ug/L 20.0 0.345 87 75-125 Cadmium 18.8 1.00 ug/L 20.0 0.528 91 75-125 Chromium 186 10.0 ug/L 200 1.69 92 75-125 Cobalt 180 10.0 ug/L 200 1.40 U 90 75-125 Copper 180 10.0 ug/L 200 1.60 U 90 75-125 Lead 179 10.0 ug/L 200 3.10 U 90 75-125 Nickel 191 10.0 ug/L 200 4.10 93 75-125 Silver 212 10.0 ug/L 200 1.90 U 106 75-125 Vanadium 189 10.0 ug/L 200 1.40 U 94 75-125 Zinc 192 10.0 ug/L 200 7.50 92 75-125 Matrix Spike Dup (OG14021-MSD1) Prepared: 07/14/2020 09:26 Analyzed: 07/15/2020 16:20 Source: CD10795-05 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 177 10.0 ug/L 200 7.60 U 88 75-125 3 20 Barium 203 10.0 ug/L 200 13.0 95 75-125 0.6 20 Beryllium 17.6 1.00 ug/L 20.0 0.345 86 75-125 1 20 Cadmium 19.0 1.00 ug/L 20.0 0.528 92 75-125 1 20 Chromium 184 10.0 ug/L 200 1.69 91 75-125 0.9 20 Cobalt 182 10.0 ug/L 200 1.40 U 91 75-125 1 20 Copper 179 10.0 ug/L 200 1.60 U 89 75-125 0.9 20 Lead 179 10.0 ug/L 200 3.10 U 90 75-125 0.1 20 Nickel 192 10.0 ug/L 200 4.10 94 75-125 0.6 20 Silver 210 10.0 ug/L 200 1.90 U 105 75-125 1 20 Vanadium 187 10.0 ug/L 200 1.40 U 93 75-125 1 20 Zinc 193 10.0 ug/L 200 7.50 93 75-125 0.5 20 Post Spike (OG14021-PSI) Prepared: 07/14/2020 09:26 Analyzed: 07/15/2020 16:22 Source: CD10795-05 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 52 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control Batch 0614O21 - EPA 3OO5A - Continued Post Spike (OG14021-PS3) Continued Prepared: 07/14/2020 09:26 Analyzed: 07/15/2020 16:22 Source: CD10795-05 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 0.180 0.0100 mg/L 0.200 -0.00265 90 80-120 Barium 0.207 0.0100 mg/L 0.200 0.0130 97 80-120 Beryllium 0.0180 0.00100 mg/L 0.0200 0.000345 88 80-120 Cadmium 0.0195 0.00100 mg/L 0.0200 0.000528 95 80-120 Chromium 0.187 0.0100 mg/L 0.200 0.00169 93 80-120 Cobalt 0.186 0.0100 mg/L 0.200 0.000679 93 80-120 Copper 0.182 0.0100 mg/L 0.200 -0.00171 91 80-120 Lead 0.185 0.0100 mg/L 0.200 -0.00289 93 80-120 Nickel 0.197 0.0100 mg/L 0.200 0.00410 96 80-120 Silver 0.217 0.0100 mg/L 0.200 -0.00488 108 80-120 Vanadium 0.190 0.0100 mg/L 0.200 0.000609 95 80-120 Zinc 0.199 0.0100 mg/L 0.200 0.00750 96 80-120 Batch OG14O22 - EPA 3OO5A Blank (OG14022-BLK3) Prepared: 07/14/2020 09:35 Analyzed: 07/16/2020 10:10 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 7.60 U 10.0 ug/L Barium 1.10 U 10.0 ug/L Beryllium 0.160 U 1.00 ug/L Cadmium 0.360 U 1.00 ug/L Chromium 1.40 U 10.0 ug/L Cobalt 1.40 U 10.0 ug/L Copper 1.60 U 10.0 ug/L Lead 3.10 U 10.0 ug/L Nickel 2.20 U 10.0 ug/L Silver 1.90 U 10.0 ug/L Vanadium 1.40 U 10.0 ug/L Zinc 4.40 U 10.0 ug/L LCS (OG14022-BS1) Prepared: 07/14/2020 09:35 Analyzed: 07/16/2020 10:16 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 190 10.0 ug/L 200 95 80-120 Barium 202 10.0 ug/L 200 101 80-120 Beryllium 19.1 1.00 ug/L 20.0 95 80-120 Cadmium 19.6 1.00 ug/L 20.0 98 80-120 Chromium 193 10.0 ug/L 200 97 80-120 Cobalt 196 10.0 ug/L 200 98 80-120 Copper 193 10.0 ug/L 200 96 80-120 Lead 199 10.0 ug/L 200 99 80-120 Nickel 201 10.0 ug/L 200 101 80-120 Silver 198 10.0 ug/L 200 99 80-120 Vanadium 192 10.0 ug/L 200 96 80-120 Zinc 202 10.0 ug/L 200 101 80-120 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 53 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control Batch OG14022 - EPA 3005A - Continued Matrix Spike (OG14022-MSS) Prepared: 07/14/2020 09:35 Analyzed: 07/16/2020 10:19 Source: CD10797-03 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 197 10.0 ug/L 200 7.60 U 98 75-125 Barium 308 10.0 ug/L 200 104 102 75-125 Beryllium 19.3 1.00 ug/L 20.0 0.160 U 97 75-125 Cadmium 19.7 1.00 ug/L 20.0 0.360 U 98 75-125 Chromium 194 10.0 ug/L 200 1.40 U 97 75-125 Cobalt 198 10.0 ug/L 200 1.49 98 75-125 Copper 192 10.0 ug/L 200 1.60 U 96 75-125 Lead 202 10.0 ug/L 200 3.10 U 101 75-125 Nickel 204 10.0 ug/L 200 2.20 U 102 75-125 Silver 195 10.0 ug/L 200 1.90 U 98 75-125 Vanadium 194 10.0 ug/L 200 1.40 U 97 75-125 Zinc 209 10.0 ug/L 200 4.40 U 105 75-125 Matrix Spike Dup (OG14022-MSD1) Prepared: 07/14/2020 09:35 Analyzed: 07/16/2020 10:21 Source: CD10797-03 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 190 10.0 ug/L 200 7.60 U 95 75-125 4 20 Barium 304 10.0 ug/L 200 104 100 75-125 1 20 Beryllium 19.2 1.00 ug/L 20.0 0.160 U 96 75-125 0.8 20 Cadmium 19.5 1.00 ug/L 20.0 0.360 U 97 75-125 1 20 Chromium 192 10.0 ug/L 200 1.40 U 96 75-125 1 20 Cobalt 196 10.0 ug/L 200 1.49 97 75-125 1 20 Copper 190 10.0 ug/L 200 1.60 U 95 75-125 1 20 Lead 198 10.0 ug/L 200 3.10 U 99 75-125 2 20 Nickel 200 10.0 ug/L 200 2.20 U 100 75-125 2 20 Silver 194 10.0 ug/L 200 1.90 U 97 75-125 0.7 20 Vanadium 192 10.0 ug/L 200 1.40 U 96 75-125 1 20 Zinc 206 10.0 ug/L 200 4.40 U 103 75-125 2 20 Post Spike (OG14022-PSI) Prepared: 07/14/2020 09:35 Analyzed: 07/16/2020 10:24 Source: CD10797-03 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Arsenic 0.201 0.0100 mg/L 0.200 -0.00130 100 80-120 Barium 0.305 0.0100 mg/L 0.200 0.104 101 80-120 Beryllium 0.0198 0.00100 mg/L 0.0200 0.000121 98 80-120 Cadmium 0.0200 0.00100 mg/L 0.0200 0.000123 99 80-120 Chromium 0.198 0.0100 mg/L 0.200 -7.85E-5 99 80-120 Cobalt 0.200 0.0100 mg/L 0.200 0.00149 99 80-120 Copper 0.198 0.0100 mg/L 0.200 0.000567 98 80-120 Lead 0.203 0.0100 mg/L 0.200 0.000404 101 80-120 Nickel 0.206 0.0100 mg/L 0.200 0.000946 103 80-120 Silver 0.204 0.0100 mg/L 0.200 0.000494 102 80-120 Vanadium 0.198 0.0100 mg/L 0.200 0.000994 99 80-120 Zinc 0.213 0.0100 mg/L 0.200 0.00378 104 80-120 Volatile Organic Compounds by GCMS SIM Isotope Dilution - Quality Control Batch 0614047 - EPA 5030E MS FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 54 of 58 0Nk"q09 www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS SIM Isotope Dilution - Quality Control Batch OG14O47 - EPA 5030E MS - Continued Blank (OG14047-BLK1) Prepared: 07/14/2020 00:00 Analyzed: 07/14/2020 14:43 Spike Source %REC RPD Analvte Result Flaq Q Uni Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 0.80 U 2.0 ug/L Toluene-& 4.9 u91L 5.00 98 75-125 LCS (OG14047-BSI) Prepared: 07/14/2020 00:00 Analyzed: 07/14/2020 13:52 Spike Source %REC RPD Analvte Result Flaa POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 25 2.0 ug/L 25.0 102 80-133 Toluene-& 5.0 u91L 5.00 99 75-125 Matrix Spike (OG14047-MS1) Prepared: 07/14/2020 00:00 Analyzed: 07/14/2020 17:16 Source: AD04531-03RE1 Spike Source %REC RPD An Result Flau POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 52 2.0 ug/L 25.0 23 114 80-133 Toluene-& 4.6 u91L 5,00 92 75-125 Matrix Spike Dup (OG14047-MSD1) Prepared: 07/14/2020 00:00 Analyzed: 07/14/2020 17:42 Source: AD04531-03REI Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 52 2.0 ug/L 25.0 23 115 80-133 0.2 19 Toluene-& 4.6 u91L 5.00 93 75-125 Batch OG15O36 - EPA 50308 MS Blank (OG15036-BLK3) Prepared: 07/15/2020 00:00 Analyzed: 07/15/2020 09:50 Spike Source %REC RPD Analvte Result Flaa POL Uni Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 0.80 U 2.0 ug/L Toluene-& 4.7 u91L 5.00 94 75-125 LCS (OG15036-BS1) Prepared: 07/15/2020 00:00 Analyzed: 07/15/2020 08:59 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 27 2.0 ug/L 25.0 107 80-133 Toluene-& 4.9 u91L 5.00 99 75-125 Matrix Spike (OG15036-MS1) Prepared: 07/15/2020 00:00 Analyzed: 07/15/2020 18:49 Source: CD10797-15 Spike Source %REC RPD Analvte Result Flaa POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 28 2.0 ug/L 25.0 1.5 106 80-133 Toluene-& 4.7 u9/L 5.00 93 75-125 Matrix Spike Dup (OG15036-MSD1) Prepared: 07/15/2020 00:00 Analyzed: 07/15/2020 19:15 Source: CD10797-15 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 29 2.0 ug/L 25.0 1.5 108 80-133 2 19 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 55 of 58 (� �Eo www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS SIM Isotope Dilution - Quality Control Batch 0615O36 - EPA 5030E MS - Continued Matrix Spike Dup (OG35036-MSD1) Continued Prepared: 07/15/2020 00:00 Analyzed: 07/15/2020 19:15 Source: CD10797-15 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes Toluene-d8 4.8 u91L 5.00 97 75-125 Batch OG2OO29 - EPA 50308 MS Blank (OG20029-BLK3) Prepared: 07/20/2020 00:00 Analyzed: 07/20/2020 09:49 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 1.2 U 2.0 ug/L Toluene-d8 5.3 u91L 5.00 107 75-125 LCS (OG20029-BSI) Prepared: 07/20/2020 00:00 Analyzed: 07/20/2020 08:33 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 23 2.0 ug/L 25.0 94 80-133 Toluene-d8 5.1 u91L 5.00 101 75-125 LCS Dup (OG20029-BSD1) Prepared: 07/20/2020 00:00 Analyzed: 07/20/2020 08:58 Spike Source %REC RPD Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes 1,4-Dioxane 23 2.0 ug/L 25.0 94 80-133 0.1 19 Toluene-& 5.0 u91L 5.00 101 75-125 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 56 of 58 (� �Eo www.encolabs.com FLAGS/NOTES AND DEFINITIONS B The analyte was detected in the associated method blank. D The sample was analyzed at dilution. J The reported value is between the laboratory method detection limit (MDL) and the laboratory method reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable. U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation data and moisture content, where applicable. E The concentration indicated for this analyte is an estimated value above the calibration range of the instrument. This value is considered an estimate. MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is based on the low point of the calibration curve, when applicable, sample preparation factor, dilution factor, and, in the case of soil samples, moisture content. PQL PQL: Practical Quantitation Limit. The PQL presented is the laboratory MRL. N The analysis indicates the presence of an analyte for which there is presumptive evidence (85% or greater confidence) to make a "tentative identification". P Greater than 25% concentration difference was observed between the primary and secondary GC column. The lower concentration is reported. [CALC] Calculated analyte - MDL/MRL reported to the highest reporting limit of the component analyses. QM-08 Post -digestion spike did not meet method requirements due to confirmed matrix effects (dilution test). QV-01 The associated continuing calibration verification standard exhibited high bias; since the result is ND, there is no impact. FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 57 of 58 ENVIRONMENTAL CONSERVATION LABORATORIES CHAIN -OF -CUSTODY RECORD www.encolabs.com 10775 Central Pon Dr. 481 a Executive Park Court, Suite 111 102-A Woodwinds Industrial Cl Sm Njk COrlando, C FL 32824 Jacksonville. FL 3221&6069 Cary, NC 27511 %�q —(407) 026-5314 Fax 1350-6945 296-3007 Fax 296.6210 467-3090 Pax 467.3515 1 (407) (904) (W4)(919) (919) Page of Client Name Project Number Requested Analyses Requested Turnaround p Grolxldwaler Management ASsoclataa, Inc- (GRo22) none Times Nate: Rush requests suhjeet to Address Project Name)Desc 4300 Sapphire Court, Suite 100 Pitt County Landfill - App I o t5 acceptance by the facility CitylSTZip PO 4 ! Billing Info Greenville, NC 27834 a 5 % C] i Standard Tel Fax Reporting Contact (252) 758-3310 Emma Shipley m O. Expedited Samplor(s) Name, Affiliation (Print) Wfing Contact F—(b 5 Emma Shipley g Duefn(A 1 I Samplers) Signature Site Location! Time Zone Lab Wor(corder � <+J Kill )AM S�L a CD10797 Preservation (See Codes) (Comb'ine as necessary) • Collection Matrix Total s 01 Hem R Sample ID (Field Identiticationl Collection Dole Time Comp f Grab (see codes) Conlainers X Sample Comments 7401-MW6R 'I' (ql � GW ? X 7401-P 04 1 1] Igo 10', 30 GW 7 X X CLt 2A, 7401-P12 1'1 100 - IV G W 7 X X i 7401-P16R V gIlP GW 7 X X 7401-P17 K�% pSS GW 7 X X 7401-P19 GW 7 X X 7401-P20R .�. ,y0 GW 7 X X 7401-P20D -� r00 GW 7 X X 7401-P28 GW 7 X X 1 5:'A c`.S� 7401-P29 ��� bn 01--x I1,d GW 7 X X 7401-SW1 ib ,l SW 7 X X 14 - Total # of Containers Sample Kit Prepared By Date -rime 12L� Relnquished By Dale,Time 7 r'tot, Received By DaleiTime —tz—'7-'?0 CommentslSpecial Repairing Requir en[s Relinquished By Da€af a Race' By DaleTiime Relinquished By Daterrime eceived y Date/Time COnlat #'s 8 Temps on eipt ff e _ l Z L Condlion U eceipt Acceptable Unacceptable Matrix r GW-Groundwater SO -Sail DW-Dnnking Walet SE -Sediment SW -Surface Water WW-Waslewaler A -Air 0.01her (detail in comments) Preservation: Hoe WHO N-HNO3 5-H2SO4 NO-NaOH 0-0thar (detail in comments) Note All samples submitted to ENCO Labs are in accordance with the terms and conditions listed on the reverse of this form, unless prior written agreements exist ENVIRONMENTAL CONSERVATION LABORATORIES CHAIN -OF -CUSTODY RECORD www.encolabs.com 10775 Central Pori �O Orlando, FL 32624 Dr 4810 Jacksorrvl�lle,, FL 32216-6069 tlive Park Court. oils 111 1C,.aarr2ood 11 Industrial Cl. (407) 826.5314 Fax (407) 850-6945 (904) 296,3007 Fax (904) 296.6210 (919) 467-3090 Fax (919) 467-3515 Page Of Ctieni Name Grnun&"ter Management Aasodakm ln& (GRO22) Project Number firionel Requeated Analyses I Requested Turnaround Times No!e : Rush requests Subjaet Eo acceptance try the facility Standard Expedited Due 0 M O O m - m C] Q CJ W 6f z U U � m 44 It P Address 4300 Sapphire Court, Suite 100 Project Namemeac Pitt County Landfill - App l City/STOP Greenville, NC 27834 PO v ! Billing Info I� Tell (252) 758-3310 J Fax Reporting Contact Emma Shipley Sampler(s) Name, Atfrlialion (Print) Billing Contact Emma Shipley Sampler(s) Signature Site Location! Time Zone Lab Workorder C Vn 1 0797 Preservation (See Codes) {Combine as necessary) Ilem N Sample In (Field Identification) Collection Dale Collection Time Comp r Grab Matrix (see codes) Total M of Containers Sample Comments 7401-PZ1 'r55 6rd GW 7 X X 7401-Pz2 7 0 ' 1 G W 7 X X 7401-EB 1 1 s: o WA 7 X X 7401-FB -Z t0U WA 7 X X 7401 TdpBlank WA 4 X 7401-Trip6lank — _� WA 4 X jp < Total a of Containers /J Sample Kit Prepar d a 4TI(to Relinquished By DateMme Received DateMme G 1 v /12 Commenls1Specl Reporbn uirements Relinquished By Da effi s R .m By DaleTme Relinquished By Dalelrme Zed Ry Dat&Mrm Cooler #'s & Temps on Receipt ZrG Condiion Upon eceipt Acceptable Unacceptable Matrix: GW-Groundwater SO -Soil DW-Drinking Water SE -Sediment SW -Surface Water WW-Wastewater A -Air O-Other (detail in comments) Preservation: I -Ice H-HCI N•HNO3 S H2SO4 NO-NeOH O•Other (detai in comments) Note =Pill samples submitted to ENGO Labs am in accordance with the terms and conditions listed on the reverse of this term. unless prior written agreements exist S , :icn le Preservation Verification ENCO Cary Work Order: CD10797 Project: Pitt County Landfill - App I Client: Groundwater Management Associates, Inc. (GR022) Project #: [none} Lagged In: 09-Jul-20 12:04 _ Logged By: John C King Preservation Check Performed By: I -P DatelTime:-'TC� /2 /S CD10797-02 Cont Type Pres (pH) PH Checked I pH Adjusted Date/Time Reagent Used/Comments Requirement In Control Adjusted A 250mI-P+HNO3 <2 Y; I N 1 NA Y /.`N 1 NA CD10797-03 Coat Type Pres (PH) pH Checked/ PH Adjusted DatelTime Reagent UsedlComments Requirement in Control Adjusted 250mLP+HNO3 <2 Y,! N 1 NA Y 1, N: 1 NA C D 10797-06 Cont Type Pres (ASH) pH Checked I pH Adjusted Date/Time Reagent Used/Comments Requirement In Control Adjusted A 250ml-P+HNO3 <2 -Y; / N 1 NA Y 1.!N 1 NA t � CD10797-07 Cont Type Pres (pH) pH Checked/ Requirement In Control pH Adjusted DatelTime Adjusted Reagent Used/Comments A 250mLP+HNO3 C2 I N I NA Y 1 NA CD10797-09 Cont yP Type Pres (pH) Requirement pH Checked / In Control DatelTime pH Adjusted Adjusted Reagent Used/Comments A 250mLP+HNO3 <2 Y' l N l NA Y I NA C D 10797-11 Cont T e yp Pres (pH) Requirement pH Checked/ in Control Date/Time PH Adjusted Adjusted Reagent Used/Comments A 250mI-P+HNO3 1 <2 & 1 N I NA Y/ 1 NA ,-'Dl0797-13 Cont Type Pres (pH) Requirement pH Checked/ in Control pH Adjusted Date/Time Adjusted Reagent Used/Comments A 250mLP+HNO3 <2 Y 1 N I NA Y! NA CD10797-14 Cont yP Type Pres (PH) Requirement PH Checked / in Control Date/Time pH Adjusted Adjusted Reagent Used/Comments G 250mLP+HNO3 <2 I N I NA Y/ 1 NA C D10797-16 Cant Type yp Pres (pH) Requirement pH Checked/1 In Control DatelTme PH Adjusted Adjusted Reagent Used/Comments A 250mLP+HNO3 <2 I N I NA I Y 1 NA C:IELMNTIPrintlwko_Preservation Check. rpt Page 1 0," Sample Preservation Verification ENC• Cary . Vor"-. Order: CD10797 Project: r Groundwater Management Associates, Inc (GR022, Project #: Logged in: 09-Jul-20 12:04 �� Logged By: Preservation Check Performed By: C D 10797-18 FJ�ICO Pitt County Landfill - App I [none] John C King Date/Time: 7 Cont Type Pres (pH) pH Checked / pH Adjusted Datemme Reagent Used/Comments Requirement In Control Adjusted A 250mLP+HNO3 <2 Y! N/ NA Y 1 N/ NA CD10797-19 Cont Type Pres (pH) pH Checked ! pH Adjusted DatelTime Reagent Used/Comments Requirement In Control Adjusted G 250mLP+HNO3 <2 Y 1 N/ NA Y l' 1 NA C D 10797-20 Cont Type PTes (pH) pH Checked/ pH Adjusted DatelTime Reagent Used/Comments Requirement In Control Adjusted G 250mLP+HNO3 <2 Y;1 N I NA Y l N/ NA OD10797-21 Cont Type Pres (pH) pH Checked 1 I pH Adjusted DatelTime Reagent Used/Comments Requirement In Control Adjusted G 250ml-P+HNO3 --2 Y / N 1 NA Y / ! NA CD10797-22 Cont Type Pres (pH) Requirement pH Checked 1 In Control PH Adjusted DateMme Adjusted Reagent Used/Comments G 25OmLP+HNO3 <2 Y N 1 NA Y/ W/ NA CD10797-23 Cont Type ties (pH) Requirement pH Checked / In Control pH Adjusted DatelTime Adjusted Reagent Used/Comments G 250mLP+HNO3 <2 I N l NA Y 1 NA L� CD10797-24 Cont Type Pres (pH) Requirement pH Checked/ I In Control pH Adjusted Date/Time I Adjusted Reagent Used/Comments G 250mLP+HNO3 <2 I N/ NA Y/ I NA Rea ent Name ID 1 2 pH Strip ID; L Q-t-b5 ' Reacient Name ID 3 4 Rea ent Name ID 5 6 CaELMNTIPrintlwko_PreservationCheck.rpt Page 2 of 2