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HomeMy WebLinkAboutSW_F_5502-MSWLF-_10-09-2014_RM_GW.pdf OCTOBER 2014 SEMI-ANNUAL MONITORING OF GROUNDWATER, SURFACE WATER, AND METHANE OWL’S DEN LANDFILL LINCOLN COUNTY LINCOLNTON, NORTH CAROLINA S&ME Project No. 1356-07-006 Prepared for: Lincoln County 5291 Crouse Road Crouse, North Carolina 28033 Prepared by: S&ME, INC. 9751 Southern Pine Blvd. Charlotte, North Carolina 28273 __________________________ _____________________________ Jasmine Tayouga, E.I. Julie P. Robertson, P.G. Staff Professional Project Manager/Senior Geologist December 5, 2014 i TABLE OF CONTENTS 1.0 INTRODUCTION ............................................................................................................................... 1 2.0 GROUNDWATER LEVELS AND FLOW DATA ........................................................................... 1 3.0 ANALYTICAL DATA ........................................................................................................................ 2 3.1 Monitoring Well Sampling ............................................................................................................... 2 3.1.1 Volatile Organic Compounds (VOCs) ..................................................................................... 2 3.1.2 Metals ...................................................................................................................................... 2 3.2 Surface Water Sampling ................................................................................................................... 3 3.2.1 Volatile Organic Compounds (VOCs) ..................................................................................... 3 3.2.2 Metals ...................................................................................................................................... 3 3.3 Private Supply Well Sampling .......................................................................................................... 4 4.0 METHANE READINGS ..................................................................................................................... 4 TABLES Table 1: Monitoring Well Construction Data Water Level Elevations Table 2: Groundwater Flow Velocity Table 3: Field Parameters in Monitoring Wells Table 4: Detected Analytes in Groundwater Monitoring Wells Table 5: Detected Analytes in Surface Water Samples Table 6: Detected Analytes in Private Supply Wells Table 7: Methane Readings in Methane Monitor Wells FIGURES Figure 1: Groundwater Elevation Map APPENDICES Appendix I: Field Sampling Logs and Laboratory Reports October 2014 Semi-Annual Monitoring S&ME Project No. 1356-07-006 Lincoln County Owl’s Den Landfill December 5, 2014 1 1.0 INTRODUCTION S&ME, Inc. (S&ME) was contracted by Lincoln County to provide groundwater, surface water, and water supply well monitoring services at the Owl’s Den Landfill located off Owl’s Den Road in Lincolnton, North Carolina. This semi-annual monitoring event was conducted on October 9 and 10, 2014. This report presents the results of the second semi-annual sampling event for the year 2014 at the facility, which included the sampling of one (1) background well (MW-1), ten (10) compliance wells (MW-2, MW-4, MW-5, MW-6, MW-6A, MW-7, MW-7A, MW-8, MW-9, and MW-10), three (3) surface water locations (SW-1, SW-2 and SW-3), and four (4) private supply wells (PSW-1, PSW-3, PSW-6, and PSW-16). Surface water location SW-1 represents the background surface water sample for the site. Please note that compliance well MW-3 has been removed from the site’s monitoring plan due to expansion of the property boundary currently monitored by compliance wells MW-8 and MW-9. Compliance monitoring well MW-3 remains on-site for water level measurement purposes. Lincoln County personnel collect monthly landfill gas readings at seven (7) methane monitoring wells (MMW-2, MMW-4, MMW-5, MMW-6, MMW-7, MMW-8, and MMW-9). Please note that methane monitoring wells MMW-1 and MMW-3 have been removed from the site’s monitoring plan. MMW-1 was replaced with MMW-7, and MMW-3 was replaced with MMW-5 and MMW-6. This report includes the results (both current and historical) of the Site’s landfill gas monitoring. The next sampling event is scheduled for April 2015. 2.0 GROUNDWATER LEVELS AND FLOW DATA The water table elevations and our interpretation of the groundwater surface expressed as a potentiometric map along with groundwater flow direction are shown on Figure 1. Based upon the groundwater elevations in the vicinity of the landfill, groundwater in this area is projected to flow north-northwest toward the drainage features bordering the site on the west, north and east of the property. Groundwater levels obtained during the October 2014 monitoring event, as well as monitoring well construction data, are presented in Table 1. The hydraulic gradient (i) in the vicinity of each well was determined by calculating the vertical difference between the groundwater elevation at each well and one or more nearby contour lines from the Groundwater Elevation Map. This value was then divided by the distance measured from the well to the selected groundwater elevation contour line. Groundwater velocity was calculated by multiplying the gradient (i) by the hydraulic conductivity (k) and dividing by the estimated effective porosity (ne) of the aquifer. Table 2 summarizes the groundwater flow velocities for the monitoring wells. October 2014 Semi-Annual Monitoring S&ME Project No. 1356-07-006 Lincoln County Owl’s Den Landfill December 5, 2014 2 3.0 ANALYTICAL DATA Analytical results for the landfill monitoring wells, surface water locations, and private supply wells are summarized in Tables 4 through 6. Field measurements of pH, conductivity, and temperature are summarized in Table 3. Well sampling logs containing this information are included in Appendix I. The monitoring wells and surface water stations were sampled for volatile organics by EPA Method 8260B and for RCRA metals. 3.1 Monitoring Well Sampling 3.1.1 Volatile Organic Compounds (VOCs) No volatile organic compounds (VOCs) were detected in the background monitoring well, MW-1, or monitoring wells MW-5 or MW-10. Nine (9) VOCs were detected in monitoring well MW-2, none of which were detected at a level at or above their respective NCAC 2L .0202 Groundwater Quality Standard (2L Standard) and/or respective SW GWP Standard. Ten (10) VOCs were detected in monitoring well MW-4, three (3) of which were detected at levels at or above their respective 2L Standard and/or respective SW GWP Standard (1,2-Dichloroethane, 1,4-Dichlorobenzene, and Benzene). Seven (7) VOCs were detected in monitoring well MW-6, none of which were detected at or above their respective 2L Standard and/or respective SW GWP Standard. Seven (7) VOCs were detected in monitoring well MW-6A, one (1) of which was detected at or above its respective 2L Standard and/or respective SW GWP Standard (1,4- Dichlorobenzene). Eight (8) VOCs were detected in monitoring well MW-7, none of which were detected at or above their respective 2L Standard and/or respective SW GWP Standard. Seven (7) VOCs were detected in monitoring well MW-7A, none of which were detected at or above their respective 2L Standard and/or respective SW GWP Standard. Two (2) VOCs were detected in monitoring well MW-8, none of which were detected at or above their respective 2L Standard and/or respective SW GWP Standard. One (1) VOC was detected in monitoring well MW-9 at a concentration at/or above its respective 2L Standard and/or respective SW GWP Standard (Tetrachloroethene). 3.1.2 Metals Barium was detected in each of the eleven monitoring wells, including the background monitoring well MW-1. Barium was detected at a concentration of 752 micrograms per liter (µg/L) in MW -4 and in MW-6A at a concentration of 805 µg/L , which is above its 2L Standard of 700 µg/L. October 2014 Semi-Annual Monitoring S&ME Project No. 1356-07-006 Lincoln County Owl’s Den Landfill December 5, 2014 3 Cadmium was detected in monitoring wells MW-2, MW-6, and MW-7. Cadmium was detected above its 2L Standard of 2 µg/L in monitoring well MW-7 at a concentration of 5.44 µg/L. Chromium was detected in monitoring wells MW-1, MW-2, MW-4, MW-7, MW-9, and MW-10 at concentrations ranging from 1.43 J to 5.73 J µg/L, which are below the 2L Standard of 10 µg/L. Lead was detected in monitoring well MW-7 at a concentration of 2.63 J µg/L, which is below the 2L Standard of 15 µg/L. Mercury was detected in monitoring well MW-9 at a concentration of 3.61 µg/L, which is above the 2L Standard of 1 µg/L. Please note that the concentrations of metals in the monitoring wells fluctuate with time and may be due to suspended solids rather than actual dissolved metals. No other metals were detected in the monitoring wells. 3.2 Surface Water Sampling 3.2.1 Volatile Organic Compounds (VOCs) The volatile organic compound 1,1-Dichloroethane was detected at surface water sampling location SW-2 at a concentration of 0.46 µg/L. The NCAC 2B Freshwater Standard for 1,4-Dichoroethane is 20,000 µg/L. The volatile organic compound cis-1,2-Dichloroethene was detected at surface water sampling locations SW-2 and SW-3 at concentrations of 0.62 J and 0.88 J µg/L, respectively. The NCAC 2B Freshwater Standard for cis-1,2-Dichloroethene is 4,900 µg/L. The volatile organic compound Chlorobenzene was detected at surface water sampling location SW-2 at a concentration of 0.58 J µg/L. The NCAC 2B Freshwater Standard for Chlorobenzene is 140 µg/L. 3.2.2 Metals Barium was detected at surface water sampling locations SW-1, SW-2 and SW-3 at concentrations of 389, 284, and 198 µg/L, respectively. The NCAC 2B Freshwater Standard established for Barium is 200,000 µg/L. Chromium was detected at surface water sampling location SW-1 at a concentration of 15.7 µg/L. The NCAC 2B Freshwater Standard for Chromium is 50 µg/L. Lead was detected at surface water sampling location SW-1 at a concentration of 5.74 J µg/L. The NCAC 2B Freshwater Standard for Lead is 25 µg/L. October 2014 Semi-Annual Monitoring S&ME Project No. 1356-07-006 Lincoln County Owl’s Den Landfill December 5, 2014 4 No other metals were detected in the surface water samples. 3.3 Private Supply Well Sampling During the October 2014 sampling event, four (4) private water supply wells (PSW-1, PSW-3, PSW-6, and PSW-16) located on properties adjacent to the landfill, were sampled for EPA method 8260B volatile organics and RCRA metals. The locations of the four (4) private well locations are shown on the attached Figure 1. Laboratory analytical results for the private supply wells are summarized in Table 6 and also included in Appendix I. No volatile organic compounds were detected in any of the private supply wells sampled during the October 2014 monitoring event. Each of the four (4) private supply wells had detections of barium ranging from 44 to 107 µg/L. The 2L Standard for Barium is 700 µg/L. Chromium was detected in private supply wells PSW-3 and PSW-6 at concentrations of 1.93 J and 1.47 J µg/L, respectively, which are both below the 2L Standard for chromium of 2 µg/L. No other metals were detected in the private supply wells during the October 2014 sampling event. 4.0 METHANE READINGS Methane readings from the seven (7) methane monitoring wells on site (MMW-2, MMW-4, MMW-5, MMW-6, MMW-7, MMW-8, and MMW-9) are measured monthly by Lincoln County personnel using a GEM 2000 gas meter. Table 7 and its corresponding charts summarize the current and historical data collected. TABLES LA T I T U D E L O N G I T U D E GR O U N D T O C DTW - TOC GW ELEV. (M M / D D / Y Y ) (ft) (ft-MSL) MW - 1 0 9 / 2 8 / 0 0 3 5 . 4 8 4 5 7 1 0 ° - 0 8 1 . 3 0 7 5 4 9 0 ° 8 6 3 . 2 0 8 6 5 . 6 9 0 . 0 to 3 0 . 0 3 0 . 0 t o 4 5 . 0 0 . 0 t o 2 6 . 0 2 6 . 0 t o 2 8 . 0 Bentonite 28.0 t o 4 5 . 0 S A P 34.16 831.53 MW - 2 1 0 / 0 3 / 0 0 3 5 . 4 8 7 4 8 7 9 ° - 0 8 1 . 3 0 9 4 7 1 3 ° 8 2 2 . 5 0 8 2 4 . 9 6 0 . 0 to 2 3 . 0 2 3 . 0 t o 3 8 . 0 0 . 0 t o 1 9 . 0 1 9 . 0 t o 2 1 . 0 Bentonite 21.0 t o 3 8 . 0 PWR 25.47 799.49 MW - 3 0 9 / 2 6 / 0 0 3 5 . 4 8 4 6 1 4 8 ° - 0 8 1 . 3 0 8 9 8 0 4 ° 8 7 0 . 2 0 8 7 2 . 6 0 0 . 0 to 3 3 . 0 3 3 . 0 t o 4 8 . 0 0 . 0 t o 2 8 . 5 2 8 . 5 t o 3 0 . 5 Bentonite 30.5 t o 4 8 . 0 P W R 41.40 831.20 MW - 4 1 0 / 0 2 / 0 0 3 5 . 4 8 7 4 9 8 7 ° - 0 8 1 . 3 1 2 5 1 2 0 ° 8 3 1 . 8 0 8 3 3 . 9 0 0 . 0 to 4 0 . 0 4 0 . 0 t o 5 5 . 0 0 . 0 t o 3 6 . 0 3 6 . 0 t o 3 8 . 0 Bentonite 38.0 t o 5 5 . 0 P W R 40.65 793.25 MW - 5 0 8 / 0 5 / 0 1 3 5 . 4 8 5 7 7 7 5 ° - 0 8 1 . 3 1 4 0 4 6 5 ° 8 3 5 . 9 0 8 3 9 . 1 0 0 . 0 to 1 5 . 0 1 5 . 0 t o 3 0 . 0 0 . 0 t o 1 0 . 5 1 0 . 5 t o 1 3 . 0 Bentonite 13.0 t o 3 0 . 0 S A P 26.75 812.35 MW - 6 0 7 / 2 4 / 0 1 3 5 . 4 8 7 7 9 1 7 ° - 0 8 1 . 3 1 2 8 3 3 8 ° 8 0 5 . 4 4 8 0 8 . 5 5 0 . 0 to 6 . 0 6 . 0 t o 2 1 . 0 0 . 0 t o 3 . 0 3 . 0 t o 5 . 0 Bentonite 5.0 t o 2 1 . 0 P W R 16.73 791.82 MW - 6 A * 0 7 / 1 8 / 0 1 3 5 . 4 8 7 7 9 1 7 ° - 0 8 1 . 3 1 2 8 3 3 8 ° 8 0 5 . 1 7 8 0 8 . 6 1 0 .0 t o 4 4 . 5 4 5 . 0 t o 5 5 . 0 0 . 0 t o 4 1 . 5 4 1 . 5 t o 4 5 . 0 Bentonite and K-PackerROCK 1 8 . 7 0 7 8 9 . 9 1 MW - 7 0 7 / 2 4 / 0 1 3 5 . 4 8 7 6 2 0 5 ° - 0 8 1 . 3 0 9 5 6 6 5 ° 8 1 5 . 4 7 8 1 8 . 4 4 0 . 0 to 1 0 . 0 1 0 . 0 t o 2 5 . 0 0 . 0 t o 6 . 0 6 . 0 t o 8 . 0 Bentonite 8.0 t o 2 5 . 0 P W R 23.15 7 9 5 . 2 9 MW - 7 A * * 0 7 / 2 4 / 0 1 3 5 . 4 8 7 6 2 0 5 ° - 0 8 1 . 3 0 9 5 6 6 5 ° 8 1 4 . 6 8 8 1 7 . 4 8 0. 0 t o 4 1 . 0 4 1 . 5 t o 5 1 . 5 0 . 0 t o 3 9 . 0 3 9 . 0 t o 4 1 . 5 Bentonite and K-PackerROCK 2 2 . 2 4 7 9 5 . 2 4 MW - 8 0 7 / 1 4 / 0 8 3 5 . 4 8 4 3 6 0 6 ° - 0 8 1 . 3 0 9 4 6 8 7 ° 8 7 8 . 2 3 8 8 1 . 2 1 3 . 0 to 3 9 . 0 3 9 . 0 t o 5 4 . 0 0 . 0 t o 3 4 . 5 3 4 . 5 t o 3 6 . 5 Bentonite 36.5 t o 5 4 . 0 S A P 47.39 8 3 3 . 8 2 MW - 9 0 7 / 0 8 / 0 8 3 5 . 4 8 4 1 5 5 6 ° - 0 8 1 . 3 0 8 4 4 3 0 ° 8 8 2 . 1 9 8 8 4 . 9 4 2 . 8 to 4 5 . 0 4 5 . 0 t o 6 0 . 0 0 . 0 t o 3 6 . 0 3 6 . 0 t o 3 9 . 5 Bentonite 39.5 t o 6 0 . 0 S A P 50.12 8 3 4 . 8 2 MW - 1 0 0 7 / 1 0 / 0 8 3 5 . 4 8 5 3 6 7 5 ° - 0 8 1 . 3 0 7 3 7 5 8 ° 8 6 4 . 3 3 8 6 7 . 1 1 2 . 8 t o 3 3 . 0 3 3 . 0 t o 4 8 . 0 0 . 0 t o 2 9 . 0 2 9 . 0 t o 3 1 . 3 Bentonite 31.3 t o 4 8 . 0 S A P 41.75 8 2 5 . 3 6 No t e s : (f t - M S L ) Fe e t M e a n S e a L e v e l (f t - b l s ) Fe e t B e l o w L a n d S u r f a c e TO C To p o f C a s i n g Gr o u n d Gr o u n d S u r f a c e DT W De p t h t o W a t e r GW E L E V . Gr o u n d w a t e r E l e v a t i o n #2 F i l t e r S a n d Me d i u m t o F i n e G r a i n e d S i l i c a S a n d Be n t o n i t e Be n t o n i t e P e l l e t s Sc h . 4 0 Sc h e d u l e 4 0 P i p e 0. 0 1 0 S l o t 0. 0 1 0 - I n c h M a c h i n e - S l o t t e d P i p e Ne a t C e m e n t Ce m e n t M i x t u r e w i t h o u t B e n t o n i t e NA No t A v a i l a b l e SA P Sa p r o l i t e PW R Pa r t i a l l y W e a t h e r e d R o c k RO C K Be d r o c k K- P A C K E R Ru b b e r d i s k w i t h 3 w i p e r s e a l s . S e a l s b e t w e e n P V C ca s i n g a n d r o c k c o r e h o l e . *W e l l 6 - A h a s a 4 i n c h o u t e r c a s i n g f r o m 0 ' t o 2 7 . 5 ' b l s ** W e l l 7 - A h a s a 4 i n c h o u t e r c a s i n g f r o m 0 ' t o 3 6 . 5' b l s None None Ta b l e 1 We l l C o n s t r u c t i o n S u m m a r y a n d W a t e r L e v e l D a t a Li n c o l n C o u n t y O w l ' s D e n L a n d f i l l S& M E P r o j e c t N o : 1 3 5 6 - 0 7 - 0 0 6 WE L L I D IN S T A L L DA T E GP S C O O R D I N A T E S SU R V E Y EL E V A T I O N S C A S I N G I N T E R V A L S C R E E N I N T E R V A L G R O U T I N T E R VA L S E A L I N T E R V A L FILTER PACK INT.SEAL TYPEGEOLOGY IN SCREEN INTERVALNOVEMBER 2014 (f t - b l s ) ( f t - b l s ) # 2 FILTER SAND 2- I N C H , S C H . 4 0 , P V C 2 - I N C H , 0 . 0 1 0 S L O T , P V C N E A T C E M EN T (d e c i m a l d e g r e e s ) ( f t - M S L ) ( f t - b l s ) ( f t - b l s ) ( f t - b l s ) Hydraulic Conductivity (K) Effective Porosity (ne) Hydraulic Gradient (i) Seepage Velocity (v) ft/yr %ft/ft ft/yr MW-1 4.3E+02 0.20 0.02 43 MW-2 2.6E+03 0.28 0.06 566 MW-3 9.8E+02 0.33 0.01 30 MW-4 1.3E+03 0.30 0.02 89 MW-5 6.2E+02 0.27 0.04 92 MW-6 4.2E+02 0.29 .02 29 MW-7 2.1E+02 0.30 .06 42 MW-8 5.6E+02 0.28 0.02 40 MW-9 1.3E+03 0.31 .02 86 MW-10 9.5E+02 0.31 0.02 61 Notes: (1) Hydraulic Conductivity was calculated from slug tests performed after well construction. (2) Effective porosity was estimated from soils collected within the saturated portion of screen interval during well construction. (3) Hydraulic gradient calculated by measuring linear feet between selected contour intervals. (4) Seepage velocity v = (K*i)/ne Table 2 October 2014 - Groundwater Flow Velocity Lincoln County Owl's Den Landfill S&ME Project No. 1356-07-006 Well Identification Well ID DTW TOC (ft-bls)pH Temp (°C) Conductance (µS) MW-1 34.16 4.84 16.1 23 MW-2 25.47 5.93 17.3 557 MW-3 41.4 MW-4 40.65 6.36 18.6 1413 MW-5 26.75 5.51 15.3 64 MW-6 16.73 6.23 16.2 719 MW-6A 18.7 6.92 16.7 871 MW-7 23.15 6.06 16.9 552 MW-7A 22.24 6.37 17.9 390 MW-8 47.39 5.2 16.4 71 MW-9 50.12 5.61 17.5 121 MW-10 41.75 5.34 16.4 25 Notes: (1) µS = microSiemens (2) MW-3 was omitted from groundwater monitoring plan in 2008 Table 3 October 2014 - Field Parameters in Monitoring Wells Lincoln County Owl's Den Landfill S&ME Project No. 1356-07-006 NOT RECORDED EP A V o l a t i l e O r g a n i c Co m p o u n d s M e t h o d 8 2 6 0 B (u g / L ) NC D E N R SW S L 15 A NC A C 2L So i l d Wa s t e GW P S T MW - 1 M W - 2 M W - 3 M W - 4 M W - 5 M W - 6 M W - 6 A M W - 7 M W - 7 A M W - 8 M W - 9 M W - 1 0 1, 1 - D i c h l o r o e t h a n e 5 6 N E 1 . 5 1 . 7 0 . 4 7 J 1 . 7 0 . 4 1 J 0 . 5 6 J 1, 2 - D i c h l o r o b e n z e n e 5 2 0 N E 0 . 6 7 J 4 . 4 0 . 9 4 J 2 . 5 0 . 4 7 J 1, 2 - D i c h l o r o e t h a n e 1 0 . 4 N E 1. 0 0. 6 4 J 1, 2 - D i c h l o r o p r o p a n e 1 0 . 6 N E 0 . 4 5 J 0 . 5 6 J 1, 3 - D i c h l o r o b e n z e n e 5 2 0 0 N E 0 . 9 7 J 0 . 7 1 J 0 . 4 0 J 1, 4 - D i c h l o r o b e n z e n e 1 6 N E 4 . 7 13 4. 9 9. 2 4. 9 3 . 3 2- C h l o r o t o l u e n e N E 1 0 0 N E 1 . 4 0 . 7 7 J 0 . 5 6 J 1 . 1 0 . 6 5 J 4- C h l o r o t o l u e n e N E N E 2 4 0. 5 6 J Ac e t o n e 1 0 0 6 0 0 0 N E 14 Be n z e n e 1 1 N E 0 . 7 0 J 1. 6 0. 8 6 J 0 . 4 9 J 0 . 8 5 J 0 . 4 8 J Ch l o r o b e n z e n e 3 5 0 N E 4 . 5 1 2 1 2 1 2 2 . 7 2 . 3 Ch l o r o e t h a n e 1 0 3 , 0 0 0 N E 0 . 6 4 J ci s - 1 , 2 - D i c h l o r o e t h e n e 5 7 0 N E 2 . 6 0. 9 6 J 2 . 8 Me t h y l - t e r t - B u t y l E t h e r N E 2 0 N E 1 . 2 0. 5 9 J Te t r a c h l o r o e t h e n e 1 0 . 7 N E 1.0 Tr i c h l o r o e t h e n e 1 3 N E 0. 7 1 J EP A R C R A M e t a l s M e t h o d 60 1 0 B ( u g / L ) NC D E N R SW S L 15 A NC A C 2L So i l d Wa s t e GW P S T MW - 1 M W - 2 MW - 3 MW - 4 M W - 5 M W - 6 M W - 6 A M W - 7 M W - 7 A M W - 8 M W - 9 M W - 1 0 Ba r i u m 10 0 7 0 0 N E 1 2 3 6 6 3 75 2 82 . 0 2 1 4 80 5 56 0 3 8 6 2 2 8 3 2 3 1 1 2 Ca d m i u m 1 2 N E 1 . 7 0 0 . 9 4 6 J 5. 4 4 Ch r o m i u m 10 1 0 N E 1 . 8 0 J 5 . 7 3 J 1 . 7 3 J 3 . 9 4 J 2 . 3 6 J 1 . 4 3 J Le a d 10 1 5 N E 2. 6 3 J Me r c u r y 0. 2 1 N E 3.61 No t e s : (1 ) u g / L = m i c r o g r a m s p e r l i t e r ( p a r t s p e r b i l l i o n ) (6 ) J = A n a l y t e w a s d e t e c t e d b e t w e e n t h e m e t h o d d e t ec t i o n l i m i t ( M D L ) a n d t h e m e t h o d r e p o r t i n g l i m i t ( MRL) (2 ) 1 5 A N C A C 2 L = N o r t h C a r o l i n a G r o u n d w a t e r Q u a l i t y S t a n d a r d s ( 7 ) T a r g e t a n a l y t e s n o t s h o w n w e r e r e p o r te d a s b e l o w d e t e c t i o n l i m i t s (3 ) G W P S T = S o l i d W a s t e G r o u n d w a t e r P r o t e c t i o n S t a nd a r d (4 ) N E = N o e s t a b l i s h e d s t a n d a r d (5 ) B o l d a n d h i g h l i g h t e d i n d i c a t e s a b o v e 1 5 A N C A C 2L o r G W P S T ( 9 ) B = A n a l y t e w a s d e t e c t e d i n a s s o c i a te d m e t h o d b l a n k S& M E P r o j e c t N o . 1 3 5 6 - 0 7 - 0 0 6 (8 ) S W S L = N o r t h C a r o l i n a D e p a r t m e n t o f E n v i r o n m t e n t a n d N a t u r a l R e s o u r c e s S o l i d W a s t e S e c t i o n L i m i t e stablished in 20 0 7 Oc t o b e r 2 0 1 4 - D e t e c t e d A n a l y t e s i n G r o u n d w a t e r M o n it o r i n g W e l l s Ta b l e 4 Li n c o l n C o u n t y O w l ' s D e n L a n d f i l l L i n c o l n t o n , N o r t h C a r o l i n a O M I T T E D F R O M G R O U N D W A T E R M O N I T O R I N G P L A N I N 2 0 0 8 Lincolnton, North Carolina EPA Volatile Organic Compounds Method 8260B (ug/L) 15A NCAC 2B SW-1 SW-2 SW-3 1,1- Dichloroethane 20,000 0.46 J Chlorobenzene 140 0.58 J cis-1,2-Dichloroethene 4,900 0.62 J 0.88 J EPA RCRA Metals Method 6010B (ug/L) Barium 200,000 389 284 198 Chromium 50 15.7 Lead 25 5.74 J Notes: (1) ug/L = micrograms per liter (parts per billion) (2) 15A NCAC 2B = North Carolina Surface Water Quality Standards for Freshwater (3) NE = No established standard (4) Bold indicates above 15A NCAC 2B (5) J = Analyte was detected between the method detection limit (MDL) and the method reporting limit (MRL) (6) Target analytes not shown were reported as below detection limits Table 5 October 2014 - Detected Analytes in Surface Water Samples Lincoln County Owl's Den Landfill S&ME Project No. 1356-07-006 EPA Volatile Organic Compounds Method 8260B (ug/L) 15A NCAC 2L Soild Waste GWP ST PSW-1 PSW-3 PSW-6 PSW-16 EPA RCRA Metals Method 6010B (ug/L) Barium 700 NE 49.1 107 76.9 44 Chromium 2 NE 1.93 J 1.47 J Notes: NE = No established standard S&ME Project No. 1356-07-006 Table 6 October 2014 - Detected Analytes in Private Supply Wells Lincoln County Owl's Den Landfill Lincolnton, North Carolina No VOCs were detected in private supply wells during the October 2014 event Table 7 - Methane Gas Measurements Data Tracking Owl's Den Landfill (Permit #55-02) MMW-1 MMW-2 MMW-3 MMW-4 MMW-5 MMW-6 MMW-7 MMW-8 MMW-9 Apr-03 0 35 0 62 N/A N/A N/A N/A N/A Oct-03 63 38 31 56 N/A N/A N/A N/A N/A Apr-04 0 10 0 0 N/A N/A N/A N/A N/A Oct-04 0 8 10 38 N/A N/A N/A N/A N/A Apr-05 5 30 44 68 N/A N/A N/A N/A N/A Oct-05 36 30 18 58 N/A N/A N/A N/A N/A Apr-06 30 36 0 0 N/A N/A N/A N/A N/A Oct-06 38 38 0 58 N/A N/A N/A N/A N/A Apr-07 100 100 20 100 N/A N/A N/A N/A N/A Oct-07 6 12 20 55 N/A N/A N/A N/A N/A Apr-08 0.8 20 0 0 N/A N/A N/A N/A N/A Jul-08 14.4 42 73 0.2 10.6 0 0 0 0 Oct-08 0 15.4 36 12.6 6.2 3.1 0 0 0 Apr-09 8.5 20.6 46 0 6.6 0.2 0 0 0 Oct-09 16.5 17.7 59.3 61.3 4.2 0 0 0 0 Apr-10 N/A 27 N/A 0.2 8.5 0 0 0 0 Jun-10 N/A 27.6 N/A 68.4 9.9 1.5 0 0 0 Jul-10 N/A 19.6 N/A 66.9 9.4 1.7 0 0 0 Aug-10 N/A 13.8 N/A 48.4 6 0 0 0 0 Sep-10 N/A 13 N/A 0 5.3 0 0 0 0 Oct-10 N/A 10.7 N/A 58.5 4.3 0 0 0 0 Nov-10 N/A 10 N/A 6.8 4.1 0 0 0 0 Dec-10 N/A 4.6 N/A 0.1 3.7 0 0 0 0 Jan-11 N/A 12.6 N/A 41.2 3.4 0.2 0 0 0 Feb-11 N/A 13.9 N/A 36.7 4.4 0.2 0 0 0 Mar-11 N/A 15.3 N/A 11.1 4.8 0 0 0 0 Apr-11 N/A 13.1 N/A 0.2 6.2 0 0 0 0 May-11 N/A 15.2 N/A 9.6 3.4 0 0 0 0 Jun-11 N/A 15.1 N/A 48.7 6.3 0 0 0 0 Jul-11 N/A 17.2 N/A 42 9 0 0 0 0 Aug-11 N/A 18.2 N/A 0 5.2 0 0 0 0 Sep-11 N/A 15.5 N/A 66.5 3.7 0 0 0 0 Oct-11 N/A 10.7 N/A 6.4 3.6 0 0 0 0 Nov-11 N/A 4.3 N/A 59.3 3.4 0 0 0 0 Dec-11 N/A 17.9 N/A 60.2 3.8 0.1 0 0 0 Jan-12 N/A 21.4 N/A 36.2 5.4 0 0 0 0 Feb-12 N/A 22.6 N/A 0 5.9 0 0 0 0 Mar-12 N/A 21.6 N/A 36.3 5.9 0 0 0 0 Apr-12 N/A 24.9 N/A 19.7 6.1 0 0 0 0 May-12 N/A 26.2 N/A 70.5 5.2 0.2 0 0 0 Jun-12 N/A 23.4 N/A 70.9 4.5 0 0 0 0 Jul-12 N/A 20.9 N/A 0 3.9 0 0 0 0 Aug-12 N/A 14.2 N/A 8.3 2.4 0 0 0 0 Percent Methane Gas by Date Well IdentificationDate Page 1 of 5 Table 7 - Methane Gas Measurements Data Tracking Owl's Den Landfill (Permit #55-02) MMW-1 MMW-2 MMW-3 MMW-4 MMW-5 MMW-6 MMW-7 MMW-8 MMW-9 Percent Methane Gas by Date Well IdentificationDate Sep-12 N/A 13.2 N/A 0.4 1.3 0 0 0 0 Oct-12 N/A 15.5 N/A 61.7 1.3 0 0 0 0 Nov-12 N/A 10.8 N/A 1.2 0.7 0 0 0 0 Dec-12 N/A 9.8 N/A 0 0.3 0 0 0 0.8 Jan-13 N/A 18.1 N/A 14.8 0.4 0 0 0 0 Feb-13 N/A 22.9 N/A 29.4 0.7 0 0 0 0 Mar-13 N/A 24.2 N/A 68.5 1 0 0 0 0 Apr-13 N/A 26.1 N/A 70.8 1.5 0 0 0 0 May-13 N/A 27.3 N/A 39.3 1.5 0 0 0 0 Jun-13 N/A 28.6 N/A 46.1 1.6 0 0 0 0 Jul-13 N/A 34.4 N/A 55.9 1.8 0 0 0 0 Aug-13 N/A 33.4 N/A 72.0 2.2 0 0 0 0 Sep-13 N/A 26.9 N/A 40.4 2.3 0 0 0 0 Oct-13 N/A 19.2 N/A 62.6 1.7 0 0 0 0 Nov-13 N/A 13 N/A 44.6 0.5 0 0 0 0 Dec-13 N/A 18.9 N/A 16.6 0.8 0 0 0 0 Jan-14 N/A 24.5 N/A 67.4 1.7 0 0 0 0 Feb-14 N/A 23.4 N/A 35.8 1.5 0 0 0 0 Mar-14 N/A 27.6 N/A 63.1 2.1 0 0 0 0 Apr-14 N/A 28.2 N/A 0 2.8 0 0 0 0 May-14 N/A 31.7 N/A 0.9 2.8 0 0 0 0 Jun-14 N/A 25.1 N/A 31.7 1.7 0 0 0 0 Jul-14 N/A 18.9 N/A 70.2 0.8 0 0 0 0 Aug-14 N/A 17.4 N/A 7.1 0.4 0 0 0 0 Sep-14 N/A 20.2 N/A 70.0 0.5 0 0 0 0 Oct-14 N/A 20.6 N/A 66.6 0.5 0 0 0 0 Notes: (1) Recorded measurements are in percent methane. (2) Methane monitoring wells 5 through 9 were installed during the 2008 assessment activities. (3) Methane monitoring wells 1 and 3 were removed from the monitoring plan following the 2008 assessment activities due to their close proximity to the edge of waste. (4) Highlighted data are above 100 percent of the lower explosive limit. (5) Lower explosive limit for methane is 5 percent. (6) Upper explosive limit for methane is 15 percent. (7) N/A = Not Available Page 2 of 5 Charts - Methane Gas Measurements Data Tracking Owl's Den Landfill (Permit #55-02) Percent Methane Gas by Date MMW-3 MMW-2 MMW-1 0 20 40 60 80 100 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Pe r c e n t M e t h a n e Month and Year 0 20 40 60 80 100 120 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Se p - 1 4 Pe r c e n t M e t h a n e Month and Year 0 20 40 60 80 100 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Pe r c e n t M e t h a n e Month and Year Page 3 of 5 Charts - Methane Gas Measurements Data Tracking Owl's Den Landfill (Permit #55-02) Percent Methane Gas by Date MMW-1 18.9 16.6 0.8 0 0 0 0 MMW-6 MMW-5 MMW-4 0 20 40 60 80 100 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Se p - 1 4 Pe r c e n t M e t h a n e Month and Year 0 20 40 60 80 100 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Se p - 1 4 Pe r c e n t M e t h a n e Month and Year 0 20 40 60 80 100 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Se p - 1 4 Pe r c e n t M e t h a n e Month and Year Page 4 of 5 Charts - Methane Gas Measurements Data Tracking Owl's Den Landfill (Permit #55-02) Percent Methane Gas by Date MMW-1 MMW-8 MMW-9 MMW-7 0 20 40 60 80 100 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Se p - 1 4 Pe r c e n t M e t h a n e Month and Year 0 20 40 60 80 100 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Se p - 1 4 Pe r c e n t M e t h a n e Month and Year 0 20 40 60 80 100 Ja n - 0 3 No v - 0 3 Oc t - 0 4 Se p - 0 5 Au g - 0 6 Ju l - 0 7 Ju n - 0 8 Ap r - 0 9 Ma r - 1 0 Fe b - 1 1 Ja n - 1 2 De c - 1 2 No v - 1 3 Se p - 1 4 Pe r c e n t M e t h a n e Month and Year Page 5 of 5 FIGURES MW-8 MW-9 MMW-9 MMW-8MW-10 MMW-7 MMW-5 MMW-6 SW-3MW-5 SW-2 SW-1 MW-3 MW-4 MW-1 MW-2 MMW-4 MMW-2 MMW-3 MMW-1 MW-7/7A MW-6/6A PSW-1 PSW-3 PSW-6 PSW-16 8 1 5 810 805 820 795 825 830 800 Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community G R O U N D W A T E R E L E V A T I O N M A P O C T O B E R , 2 0 1 4 O W L S D E N L A N D F I L L L I N C O L N T O N , N O R T H C A R O L I N A 1 1 3 5 6 -0 7 -0 0 6 1 " = 3 0 0 ' S J T 1 0 /1 3 /2 0 1 4 FIGURE NO. S C A L E : P R O J E C T N O : D A T E : D R A W N B Y : C H E C K E D B Y : W W W .S M E I N C .C O M 0 300 600150Feet J P R O W L S D E N R O A D 791.82 793.25 812.35 799.49 795.29 825.36 831.53834.82 831.20833.82 PARCEL AND TOPOGRAPHIC GIS DATA AND 2014 AERIAL PHOTOGRAPHY WERE OBTAINED FROM THE WORLD IMAGERY ESRI MAPPING SERVICE. EXISTING AND PROPOSED WELL LOCATIONS, SURFACE WATER SAMPLE LOCATIONS, GROUND WATER SURFACE DATA, AND SURFACE WATER FEATURES WERE GENERATED BY S&ME, INC. PLEASE NOTE THIS DATA IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON INFORMATION OBTAINED FROM THE ABOVE DATA. REFERENCE: Legend Existing Wells PARCEL BOUNDARIES GROUNDWATER SURFACE (10/2014) GROUNDWATER SURFACE ELEVATION (FT-MSL)833.88 PRIVATE SUPPLY WELL PROPERTY BOUNDARY GROUNDWATER MONITORING WELLS METHANE MONITORING WELLS SURFACE WATER SAMPLING LOCATION SURFACE WATER FEATURES GROUNDWATER FLOW DIRECTION (10/2014) APPENDIX I FIELD SAMPLING LOGS AND LABORATORY REPORTS Surface Water Samples and Methane Readings Owl's Den Landfill S&ME Project 1356-07-006 Location Date Time Sampled Sample Observations SW-1 10/10/2014 10:08 Orange floating solids/debris SW-2 10/10/2014 11:30 Clear SW-3 10/10/2014 11:40 Clear with mica Location Date Time Sampled Comments PSW-1 10/10/2014 13:06 Clear PSW-3 10/10/2014 13:33 Clear PSW-4 ABANDONED PSW-5 ABANDONED PSW-6 10/10/2014 13:41 Clear PSW-16 10/10/2014 14:05 Clear Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-1 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 9:20 5.18 16.5 2.2 9:25 4.94 16.1 4.4 9:28 4.75 16.1 Final 6.6 9:31 4.84 16.1 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab 23 23 Electronic Water Level Probe 2.2 34.16 47.50 25 23 Disposable Teflon Bailer 13.34 Jasmine Tayouga and Jimmy Addis ENCO 9:13 Clear Disposable Teflon Bailer 10/10/2014 Clear, sunny, approx 65°F Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-2 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 11:54 6.35 18.5 2.5 11:56 5.98 17.5 5.0 11:57 5.93 17.3 Final 7.5 11:58 5.93 17.3 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab ENCO 11:16 Slightly turbid Disposable Teflon Bailer 15.03 Electric Water Level Probe Disposable Teflon Bailer 10/10/2014 590 Jasmine Tayouga and Jimmy Addis 536 553 557 Clear, sunny, approx 65°F 25.47 2.5 40.50 Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-3 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) 50.4 (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 Final Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Comments Lab 41.4 Electric Water Level Probe Jasmine Tayouga and Jimmy Addis Clear, sunny, approx 65°F Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-4 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 13:41 6.26 20.5 2.7 13:42 6.21 18.9 5.4 13:44 6.29 18.5 Final 8.1 13:46 6.36 18.6 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab 1463 1404 Field Cleaned Typhoon Pump 1413 Clear, sunny, approx 65°F 2.7 40.65 16.45 Jasmine Tayouga and Jimmy Addis 57.10 Electric Water Level Probe ENCO 10:27 Clear Disposable Teflon Bailer 10/10/2014 1442 Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-5 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 13:18 5.85 17.0 1.1 13:20 5.55 15.9 2.2 13:22 5.56 15.7 Final 3.3 13:24 5.51 15.3 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab 67 69 Disposable Teflon Bailer 64 Clear, sunny, approx 65°F 1.1 26.75 6.45 Jasmine Tayouga and Jimmy Addis 33.20 Electric Water Level Probe ENCO 9:58 Disposable Teflon Bailer Clear 10/10/2004 82 Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-6 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 14:07 6.34 17.5 1.2 14:09 6.10 17.0 2.4 14:11 6.06 16.4 Final 3.6 14:13 6.23 16.2 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab 471 441 Disposable Teflon Bailer 719 Clear, sunny, approx 65°F 1.2 16.73 7.38 Jasmine Tayouga and Jimmy Addis 24.11 Electric Water Level Probe ENCO 10:38 Disposable Teflon Bailer Clear 10/10/2014 748 Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-6A Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 14:23 7.04 17.5 6.5 14:26 7.05 16.4 13.0 14:31 6.83 16.4 Final 18.5 14:35 6.92 16.7 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab 622 774 Field Cleaned Whale Pump 871 Clear, sunny, approx 65°F 6.5 18.70 39.74 Jasmine Tayouga and Jimmy Addis 58.44 Electric Water Level Probe ENCO 10:45 Clear Disposable Teflon Bailer 10/10/2014 622 Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-7 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 11:38 6.15 17.4 0.8 11:40 6.05 17.1 1.6 11:41 6.07 16.9 Final 2.4 11:42 6.06 16.9 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab 549 555 Disposable Teflon Bailer 552 Clear, sunny, approx 65°F 0.8 23.15 4.82 Jasmine Tayouga and Jimmy Addis 27.97 Electric Water Level Probe ENCO 11:00 Disposable Teflon Bailer Clear 10/10/2014 566 Project Name: Owl's Den Landfill Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-7A Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 11:22 6.84 19.0 5.3 11:27 6.37 17.9 10.6 Final 15.9 * Dry at 8 gallons Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab Clear, sunny, approx 65°F 372 390 5.3 22.24 54.30 32.06 Jasmine Tayouga and Jimmy Addis Electric Water Level Probe Field Cleaned Whale Pump ENCO 11:06 Disposable Teflon Bailer Clear 10/10/2014 Project Name: Owl's Den Landfill Assessment Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-8 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 10:19 5.20 16.4 1.5 10:22 5.29 15.5 3.0 10:25 5.28 15.4 Final 4.5 10:28 5.24 15.2 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab 9.41 78 77 62 Clear, sunny, approx 65°F 1.5 47.39 Electronic Water Level Probe Jasmine Tayouga and Jimmy Addis 56.80 71 Disposable Teflon Bailer ENCO 9:32 Odor, white floating solids Disposable Teflon Bailer 10/10/2014 Project Name: Owl's Den Landfill Assessment Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-9 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 10:44 5.26 19.5 2.3 10:46 5.31 17.5 4.6 10:48 5.49 17.1 Final 6.9 10:52 5.61 17.5 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab Clear Disposable Teflon Bailer Clear, sunny, approx 65°F ENCO 95 103 138 Jasmine Tayouga and Jimmy Addis 2.3 64.28 121 9:43 Electronic Water Level Probe Disposable Teflon Bailer 10/10/2014 50.12 14.16 Project Name: Owl's Den Landfill Assessment Project Location: Lincoln County, North Carolina Project Number: 1356-07-006 Well ID MW-10 Sampling Personnel Weather Conditions Unusual Site Conditions Water Level Data Measuring Point Location TOC Well Casing Volume Depth to Water (ft) Depth to Base of Well (ft) (well casing volume = water column*0.164) Water Column (ft) Equipment Used to Measure Depths Well Purging Data Date 10/9/2014 Purging Equipment Total Voume (Gal) Time pH Temp (ºC) Conductance (µS) Initial 0 9:47 5.32 16.4 1.5 9:50 5.33 16.5 3.0 9:53 5.42 16.4 Final 4.5 9:56 5.34 16.4 Well Sampling Data Sampling Date Sampling Time Sampling Equipment Sample Observations Analytical Data Method Container Type and No. Preservation Method 8260 (3) 40 ml glass vials HCL RCRA Metals (1) 250 ml plastic bottles HNO3 Comments Lab 9.21 27 26 25 Clear, sunny, approx 65°F 1.5 41.75 Electronic Water Level Probe Jasmine Tayouga and Jimmy Addis 50.96 29 Disposable Teflon Bailer ENCO 9:25 Clear Disposable Teflon Bailer 10/10/2014