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HomeMy WebLinkAbout9301_WareenCounty_GWMR_DIN28138_20160323This page intentionally left blank. March 2016 Groundwater Monitoring Report Warren County Landfill Facility NC Solid Waste Permit No. 93-01 Prepared for: Warren County Public Works Warrenton, North Carolina May 2016 Prepared by: © 2016 Smith Gardner, Inc. This document is intended for the sole use of the client for which it was prepared and for the purpose agreed on by the client and Smith Gardner, Inc. This page intentionally left blank. This page intentionally left blank. Warren County Landfill March 2016 Groundwater Monitoring Report May 2016 Table of Contents Page i Warren County Landfill NC Solid Waste Permit No. 93-01 March 2016 Groundwater Monitoring Report Table of Contents Page 1.0 INTRODUCTION ......................................................................................................... 1  2.0 SITE GEOLOGY ........................................................................................................... 1  3.0 SAMPLING LOCATIONS ............................................................................................. 1  4.0 SAMPLING PROCEDURES ......................................................................................... 1  5.0 FIELD AND LABORATORY RESULTS .......................................................................... 2  5.1 Field Results .............................................................................................................. 2  5.2 Laboratory Analysis ................................................................................................... 2  5.3 Laboratory Results .................................................................................................... 2  5.3.1 Inorganic Constituents .................................................................................. 2  5.3.2 Organic Constituents .................................................................................... 3  5.3.3 Surface Water Results .................................................................................. 3  6.0 GROUNDWATER CHARACTERIZATION ...................................................................... 3  7.0 CONCLUSIONS .......................................................................................................... 3  FIGURES Figure 1 Groundwater Potentiometric Surface TABLES Table 1 Groundwater Elevations Table 2 Field Parameters Table 3 Detected Inorganic Constituents Table 4 Detected Organic Constituents APPENDICES Appendix A Well Logs Appendix B Laboratory Analytical Results This page intentionally left blank. Warren County Landfill March 2016 Groundwater Monitoring Report May 2016 Page 1 1.0 INTRODUCTION The Warren County Landfill, Solid Waste Permit # 93-01, is required to perform semi-annual groundwater monitoring in accordance with Solid Waste Section Rule 15A NCAC 13B.0544. The facility includes a closed, unlined MSW landfill and an active transfer station. The County also conducts several other solid waste management activities at the facility including the collection and processing of white good/scrap metal, the collection of used tires and the operation of a land clearing and inert debris (LCID) landfill. This report presents the results from the groundwater monitoring event performed March 23, 2016; and includes a potentiometric map, summary tables and laboratory analytical report. 2.0 SITE GEOLOGY The Warren County Landfill is located approximately 0.7 miles southeast of Warrenton, NC in the eastern portion of the Piedmont Physiographic Province1. The regional geology consists of fractured and folded igneous and metamorphic rocks overlain by saprolite, alluvial deposits and topsoil. The bedrock in this area is part of the Raleigh Belt which is predominantly granitic intrusive rocks and felsic metamorphic rocks. Unconsolidated sediments at the site consist of residual soils and saprolite. These generally consist of silty micaceous sands and silts. Bedrock was encountered at the site at depths ranging from 15 to 28 feet below grade in groundwater monitoring wells MW-2 and MW-32. Samples at the time of drilling indicated the bedrock is mica schist. Site surface drainage is generally north towards tributaries of Possum Quarter Creek. 3.0 SAMPLING LOCATIONS The Warren County Landfill monitoring network includes four groundwater monitoring wells (MW-1A, MW-2, MW-3 and MW-4) and three surface water locations (SW-1, SW-2 and SW-3) for the facility. An old, off-site water supply well, WSW-1, was also sampled. MW-1A serves as the facility background well. Available well logs and related well construction information are presented in Appendix A. 4.0 SAMPLING PROCEDURES Smith Gardner, Inc. (S+G) personnel conducted the monitoring network sampling event on March 23, 2016. Sampling methods followed the protocol outlined in the North Carolina Water Quality Monitoring Guidance Document for Solid Waste Facilities (Department of Environmental Quality (DEQ), Division of Waste Management (DWM)). The depth to water in each well was 1 “Butler, J. Robert and Secor, Donald T. Jr. “The Central Piedmont”, Geology of the Carolinas, Horton and Zullo. The University of Tennessee Press. 1991. p 59-78. 2 Westinghouse Environmental and Geotechnical Services, Inc. “Subsurface Investigation and Monitor Well Installation Report Warren County Landfill”, January 1990. Warren County Landfill March 2016 Groundwater Monitoring Report May 2016 Page 2 gauged to determine groundwater depth then purged three to five well volumes or until dry. Water table elevations are presented in Table 1. Samples were collected in laboratory prepared containers for the specified analytical procedures. Groundwater samples were properly preserved, placed on ice and transported to the laboratory facility (Prism Laboratories, Inc. NC Certification 402), within the specified hold times for each analysis. 5.0 FIELD AND LABORATORY RESULTS 5.1 Field Results Field measurements for pH, temperature, turbidity and specific conductance were recorded for each location sampled during this monitoring event and are provided in Table 2. 5.2 Laboratory Analysis Samples were transported to Prism’s laboratory facility in Charlotte, NC under proper chain of custody and analyzed for Appendix I constituents, including metals and volatile organic compounds (VOCs) using the Solid Waste Section (SWS) approved methods indicated in the laboratory report. The laboratory analytical report is included as Appendix B. 5.3 Laboratory Results Groundwater analytical results were compared to the NCDWM Solid Waste Section Quantitation Limits (SWSLs)3, 15A NCAC 2L.0200 (2LStandard) and the United States Environmental Protection Agency (EPA) established Federal Maximum Contaminant Limits (MCL) for groundwater samples; and surface water sample analytical results were compared to the 15A NCAC 2B Standard for Class C waters (2B Standards). Most constituents were reported either below the laboratory established reporting limit (RL) or were laboratory identified “J-values” indicating an estimated or non-quantifiable value. 5.3.1 Inorganic Constituents Chromium in MW-4 was the only inorganic parameter detected above its 2L Standard this event. The inorganic parameters cobalt (MW-1A, MW-2, MW-4 and WSW-1) and vanadium (MW-4) were reported above their GWP Standards. Sample turbidity was high for samples collected this event. Turbidity increases with increased natural materials in the groundwater, influencing analytical 3 New Guidelines for Electronic Submittal of Environmental Monitoring Data Memo, NCDENR – Solid Waste Section, October 27, 2006 Warren County Landfill March 2016 Groundwater Monitoring Report May 2016 Page 3 results to be “biased high” due to these naturally occurring constituents. Detected inorganic constituents are presented in Table 3. 5.3.2 Organic Constituents Benzene, in the samples from MW-1A and WSW-1, was the only organic constituent with reported detections above its 2L Standard. This is in line with historically reported results for benzene at this location. Detected organic parameters are presented in Table 4. 5.3.3 Surface Water Results Concentrations of cadmium (SW-1), cobalt (SW-1 and SW-3), copper (SW-1) and zinc (SW-1) were reported in samples collected this event above the 2B Standard. Vanadium was also reported at a detectable concentration in the sample from SW-1; however no 2B Standard has been established for this parameter. High turbidity likely influenced inorganic detections in surface water samples this event. Detections for surface water sampling locations are presented on Tables 3 and 4. 6.0 GROUNDWATER CHARACTERIZATION Groundwater was recorded from 3 to 7 feet below top of casing), except for MW-1A, where groundwater was 32 feet below top of casing. Depth to groundwater is consistent with previous site records4,5. Groundwater generally flows in a northeasterly direction, towards Possumquarter Creek and its unnamed tributary. Hydraulic conductivity data is not available for these wells so ground water velocities could not be calculated. A site map is presented as Figure 1. 7.0 CONCLUSIONS Spring monitoring event results indicated detected concentrations of total chromium above the 2L Standard in the sample from MW-4; and cobalt and vanadium detections above the GWP Standard in samples collected during this event. These inorganic constituents are naturally occurring in North Carolina soils, and sample turbidity influences results to be “biased high” due to these naturally occurring constituents. The organic constituent benzene was also detected in samples from MW-1A and WSW-1. These results are similar to previous sampling 4 First Semi-Annual 2015 Groundwater Monitoring, Resolve Environmental Services, PLLC, prepared for Warren County Landfill, March 25, 2015. 5 Subsurface Investigation and Monitor Well Installation Report, Westinghouse Environmental and Geotechnical Services, Inc., prepared for Warren County Health Department, January 1990. Warren County Landfill March 2016 Groundwater Monitoring Report May 2016 Page 4 events. The next groundwater monitoring event is scheduled for September 2016. A report with laboratory analysis will be submitted to NCDENR in accordance with 15A NCAC 13B .0544. FIGURE March 2016 Groundwater Monitoring Report Warren County Landfill Solid Waste Permit No. 93-01 This page intentionally left blank. © 2015 Microsoft Corporation MW-1A TOC=375.24 DTW=31.99 GWE=343.25 MW-2 TOC=344.93 DTW=6.34 GWE=338.59 MW-3 TOC=308.55 DTW=5.20 GWE=303.35 MW-4 TOC=304.24 DTW=3.15 GWE=301.09 G: \ C A D \ W a r r e n C o u n t y \ W a r r e n 1 5 - 1 \ s h e e t s \ W A R R E N - B 0 0 0 3 . d w g - 5/ 1 1 / 2 0 1 6 9 : 4 0 A M DR A W N : AP P R O V E D : PR O J E C T N O : SC A L E : FI L E N A M E : DA T E : FIG U R E N O . PR E P A R E D B Y : PR E P A R E D F O R : SM I T H 14 N . B o y l a n A v e n u e , R a l e i g h N C 2 7 6 0 3 NC L I C . N O . C - 0 8 2 8 ( E N G I N E E R I N G ) 91 9 . 8 2 8 . 0 5 7 7 GA R D N E R + © 2016 Smith Gardner, Inc. WA R R E N C O U N T Y L A N D F I L L PO T E N T I O M E T R I C S U R F A C E M A P MA R C H 2 0 1 6 T. R . S . M. M . G . AS S H O W N 1 Ma y 2 0 1 6 WA R R E N 1 5 - 1 WA R R E N - B 0 0 0 3 MW-10 MW-2 TOC= DTW= GWE= Th i s p a g e i n t e n t i o n a l l y l e f t b l a n k . TABLES March 2016 Groundwater Monitoring Report Warren County Landfill Solid Waste Permit No. 93-01 This page intentionally left blank. Ta b l e 1 Gr o u n d w a t e r E l e v a t i o n D a t a Wa r r e n C o u n t y L a n d f i l l Ma r c h 2 3 , 2 0 1 6 By: JT Date: 4/19/2016 We l l We l l In s t a l l a t i o n Da t e La t i t u d e L o n g i t u d e We l l Di a m e t e r (i n c h e s ) To t a l We l l De p t h ( f t b g s) Gr o u n d Su r f a c e El e v a t i o n ( f t am s l ) TO C El e v a t i o n (f t a m s l ) De p t h t o Wa t e r (f t ) Wa t e r Ta b l e El e v a t i o n (f t b g s) Sc r e e n In t e r v a l (f e e t b g s ) Screen Geology MW - 1 A 8 / 1 8 / 1 9 9 7 3 6 . 3 8 8 0 9 5 3 6 7 8 . 1 4 6 5 6 7 7 5 2 4 0 3 7 3 . 2 4 3 7 5 . 2 4 3 1 . 9 9 3 4 3 . 2 5 3 0 - 4 0 s i l t y s a n d MW - 2 1 0 / 1 1 / 1 9 8 9 3 6 . 3 8 9 0 2 7 3 3 7 8 . 1 4 3 4 5 7 8 3 2 1 3 . 5 3 4 2 . 9 3 3 4 4 . 9 3 6 . 3 4 3 3 8 . 5 9 8 . 5 - 1 3 . 5 s i l t y s a n d MW - 3 1 0 / 1 0 / 1 9 8 9 3 6 . 3 8 8 5 3 0 0 6 7 8 . 1 4 2 0 3 5 8 3 2 2 7 3 0 6 . 5 5 3 0 8 . 5 5 5 . 2 0 3 0 3 . 3 5 1 7 - 2 7 s i l t y s a n d MW - 4 1 0 / 1 0 / 1 9 8 9 3 6 . 3 8 7 7 6 2 6 1 7 8 . 1 3 9 9 5 2 0 0 2 2 1 3 0 2 . 2 4 3 0 4 . 2 4 3 . 1 5 3 0 1 . 0 9 1 1 - 2 1 s a n d y s i l t No t e : 1. W e l l l o c a t i o n s a r e e s t i m a t e d f r o m R e s o l v e E n v i r o n m e n t a l S e r v i c e s , S i t e M a p , d a t e d 9 / 1 3 / 2 0 1 1 . 2. G r o u n d s u r f a c e e l e v a t i o n s e s t i m a t e d f r o m 2 0 0 4 D O T g r o u n d s u r f a c e c o n t o u r s . 3. T O C E l e v a t i o n s e s t i m a t e d 2 f o o t a b o v e g r o u n d s u r f a c e . 4. T o t a l w e l l d e p t h f r o m b o r i n g l o g s ( A p p e n d i x A ) . 5. D e p t h t o w a t e r m e a s u r e d b y S m i t h G a r d n e r , I n c . p e r s o n n e l 3 / 2 3 / 2 0 1 6 . \\ R A L N A S \ O f f i c e _ S h a r e \ P r o j e c t s \ G r o u n d w a t e r M o n i t o r i n g \ 2 . G r o u n d w a t e r M o n i t o r i n g R e p o r t s \ W a r r e n \ 2 . M a r 2 0 1 6 \ M a r 1 6 W a r r e n g w T a b l e s.xlsx Ta b l e 2 Fi e l d P a r a m e t e r s Wa r r e n C o u n t y L a n d f i l l Ma r c h 2 3 , 2 0 1 6 By: JT Date: 4/19/2016 We l l I d e n t i f i c a t i o n # Te m p e r a t u r e (° C e l s i u s ) Sp e c i f i c Co n d u c t i v i t y (u M h o s / c m ) pH ( S U ) Tu r b i d i t y (N T U ) MW - 1 A 19 . 3 9 0 5 . 5 6 47 . 7 MW - 2 16 1 2 0 5 . 9 67 . 7 MW - 3 15 . 8 1 0 0 5 . 7 4. 7 7 MW - 4 14 . 1 1 0 0 5 . 5 2 29 . 5 SW - 1 18 . 1 1 0 0 5 . 2 1 55 . 2 SW - 2 14 . 9 8 0 6 . 7 6 16 . 3 SW - 3 15 . 4 1 1 0 6 . 0 8 66 . 5 WS W - 1 18 . 3 8 0 5 . 2 1 55 . 2 No t e : 1. F i e l d P a r a m e t e r s m e a s u r e d b y S m i t h G a r d n e r , I n c . p e r s o n n e l . \\ R A L N A S \ O f f i c e _ S h a r e \ P r o j e c t s \ G r o u n d w a t e r M o n i t o r i n g \ 2 . G r o u n d w a t e r M o n i t o r i n g R e p o r t s \ W a r r e n \ 2 . M a r 2 0 1 6 \ M a r 1 6 W a r r e n g w T a b l e s.xlsx Ta b l e 3 De t e c t e d I n o r g a n i c C o n s t i t u e n t s Wa r r e n C o u n t y L a n d f i l l Ma r c h 2 3 , 2 0 1 6 By: JT Date: 4/19/2016 Co n s t i t u e n t M D L R L S W S L 2L o r GW P MC L 2 B M W - 1 A M W - 2 M W - 3 M W - 4 S W - 1 S W - 2 S W - 3 W S W - 1 An t i m o n y 0 . 0 6 9 1 6 1 * 6 6 4 0 0. 2 3 J 0 . 0 9 1 B R L B R L 0 . 1 2 J B R L 0 . 0 7 6 J 0 . 1 6 J Ar s e n i c 0 . 2 9 0 1 1 0 1 0 1 0 1 0 1 . 1 B R L 0 . 7 8 J 0 . 3 7 J 1 . 4 0 . 3 9 J 0 . 7 9 J 0 . 6 6 J Ba r i u m 0 . 0 4 1 5 1 0 0 7 0 0 2 0 0 0 2 0 0 0 0 0 0 4 4 1 4 0 5 3 1 1 0 1 3 0 3 8 1 3 0 8 0 Be r y l l i u m 0 . 0 4 7 1 1 4 * 4 6 . 5 1 . 3 0 . 2 5 J 0 . 1 0 J 0 . 2 6 J 0 . 1 6 J B R L 0 . 1 8 J 0 . 8 6 J Ca d m i u m 0 . 0 1 9 1 1 2 5 2 0 . 3 4 J 0 . 2 9 J 0 . 2 8 J 0 . 2 7 J 2. 6 0. 2 5 J 0 . 8 8 J 0 . 3 0 J To t a l C h r o m i u m 0 . 5 1 0 1 1 0 1 0 1 0 0 5 0 0 . 9 6 J 1 . 3 2 . 4 11 4. 4 0 . 6 5 J 3 . 1 1 . 7 Co b a l t 0 . 0 1 3 1 1 0 1 * N E 4 14 2 0 0 0. 0 7 J 3. 8 7 5 3. 7 812 Co p p e r 0 . 4 4 0 5 1 0 1 0 0 0 1 3 0 0 7 2 J 1 . 8 J B R L 9 . 2 11 BR L 3 . 1 J 5 . 5 Le a d 0 . 0 2 0 1 1 0 1 5 1 5 2 5 1 . 7 0 . 9 8 J 0 . 1 1 J 1 . 5 3 . 5 0 . 1 7 J 1 0 . 9 8 J Ni c k e l 0 . 0 5 3 2 5 0 1 0 0 N E 8 8 5 . 2 2 . 6 1 J 1 2 5 . 8 0 . 7 0 J 2 . 3 1 . 5 J Se l e n i u m 0 . 3 5 0 1 1 0 2 0 5 0 5 B R L B R L B R L B R L 0 . 4 2 J B R L B R L B R L Si l v e r 0 . 0 1 1 1 1 0 2 0 1 0 0 0 . 0 6 0 . 0 3 5 J 0 . 0 4 4 J 0 . 0 3 5 J 0 . 0 2 3 J 0 . 0 1 8 J B R L 0 . 0 1 9 J 0 . 0 2 3 J Th a l l i u m 0 . 0 0 9 1 5 . 5 0 . 2 8 * 2 0 . 4 7 0 . 5 4 J 0 . 2 8 J 0 . 0 9 5 J 0 . 1 3 J 0 . 1 9 J 0 . 0 6 6 J 0 . 0 7 3 J 0 . 4 4 J Va n a d i u m 2 . 5 0 0 2. 5 25 0 . 3 * N E N E 3 . 2 J 4 . 2 J B R L 8. 3 9. 9 B R L 4 . 6 J 3 . 1 J Zi n c 0 . 9 8 0 1 0 1 0 1 0 0 0 5 0 0 0 5 0 2 2 1 5 3 . 5 J 1 7 57 4. 6 J 1 5 8 . 6 J No t e : M D L - Me t h o d D e t e c t i o n L i m i t Ta b l e D a t a i s p r e s e n t e d i n u g / l . RL Re p o r t i n g L i m i t a c h i e v e d b y l a b o r a t o r y An a l y s i s b y P r i s m L a b o r a t o r i e s , W O # 6 0 3 0 4 4 4 , R e p o r t D a t e d 4 / 5 / 2 0 1 6 SW S L - S o l i d W a s t e S e c t i o n Q u a n t i t a t i o n L i m i t 2L - Gr o u n d w a t e r S t a n d a r d s ( 1 5 A N C A C 2 L 0 2 0 0 ) GW P - Gr o u n d w a t e r P r o t e c t i o n S t a n d a r d ( i d e n t i f i e d b y * ) MC L - F e d e r a l M a x i m u m C o n t a m i n a n t L i m i t 2B - NC A C 2 B S t a n d a r d f o r C l a s s C w a t e r s Bo l d - C o n c e n t r a t i o n a b o v e 2 L , 2 B o r G W P s t a n d a r d BR L - Co n s t i t u e n t n o t d e t e c t e d a b o v e t h e l a b o r a t r y e s t a b l i s h e d R L J - L a b o r a t o r y d e f i n e d a s d e t e c t e d b u t b e l o w t h e R L , t h e r e f o r e t h e v a l u e i s a n e s t i m a t e d c o n c e n t r a t i o n . B - N o t e d b y L a b o r a t o r y a s d e t e c t e d i n t h e a s s o c i a t e d c o n t r o l b l a n k NE - S t a n d a r d N o t E s t a b l i s h e d \\ R A L N A S \ O f f i c e _ S h a r e \ P r o j e c t s \ G r o u n d w a t e r M o n i t o r i n g \ 2 . G r o u n d w a t e r M o n i t o r i n g R e p o r t s \ W a r r e n \ 2 . M a r 2 0 1 6 \ M a r 1 6 W a r r e n g w T a b l e s.xlsx Ta b l e 4 De t e c t e d O r g a n i c C o n s t i t u e n t s Wa r r e n C o u n t y L a n d f i l l Ma r c h 2 3 , 2 0 1 6 By: JT Date: 4/19/2016 Co n s t i t u e n t s M D L R L S W S L 2 L M C L 2 B M W - 1 A M W - 2 M W - 3 M W - 4 S W - 1 S W - 2 S W - 3 W S W - 1 1, 1 - D i c h l o r o e t h a n e 0 . 0 8 3 0 . 5 5 6 N E 1 0 0 B R L 0 . 8 4 0 . 5 8 B R L B R L B R L B R L B R L 1, 4 - D i c h l o r o b e n z e n e 0 . 0 5 0 0 . 5 1 6 7 5 1 0 0 2 . 9 5 0 . 6 4 B R L B R L B R L B R L 3 . 3 Ac e t o n e 0 . 3 1 0 5 . 0 1 0 0 6 0 0 0 N E 2 0 0 0 7 . 2 8 . 6 B R L B R L 3 . 7 J 3 J 4 . 2 J 6 3 0 Be n z e n e 0 . 0 4 8 0 . 5 1 1 5 5 1 0 . 6 6 2. 1 BR L B R L B R L B R L B R L 2.6 Ch l o r o b e n z e n e 0 . 0 6 2 0 . 5 3 5 0 1 0 0 1 4 0 B R L 1 . 9 0 . 5 3 B R L B R L B R L B R L B R L Ch l o r o e t h a n e 0 . 2 2 0 0 . 5 1 0 3 0 0 0 N E N E B R L 6 . 6 B R L B R L B R L B R L B R L B R L Ci s - 1 , 2 - D i c h l o r o e t h e n e 0. 0 5 6 0 . 5 5 7 0 7 0 7 2 0 2 1 3 1 . 9 1 . 7 B R L B R L B R L 5 Me t h y l e n e C h l o r i d e 0 . 0 8 3 1 . 0 1 5 N E 5 9 0 0 . 5 8 J B R L B R L 0 . 5 7 J B R L B R L B R L 0 . 8 5 J Me t h y l E t h y l K e t o n e ( 2 - Bu t a n o n e ) 0. 2 4 0 5 . 0 1 0 0 4 0 0 0 N E 7 5 0 0 0 0 B R L B R L B R L B R L B R L B R L B R L 1 . 3 J No t e : MD L - Me t h o d D e t e c t i o n L i m i t RL - Re p o r t i n g L i m i t a c h i e v e d b y l a b o r a t o r y SW S L - S o l i d W a s t e S e c t i o n Q u a n t i t a t i o n L i m i t 2L - Gr o u n d w a t e r S t a n d a r d s ( 1 5 A N C A C 2 L 0 2 0 0 ) MC L - F e d e r a l M a x i m u m C o n t a m i n a n t L i m i t 2B - NC A C 2 B S t a n d a r d f o r C l a s s C w a t e r s Bo l d - C o n c e n t r a t i o n s r e p o r t e d a b o v e 2 L s t a n d a r d BR L - Co n s t i t u e n t n o t d e t e c t e d a b o v e t h e l a b o r a t r y e s t a b l i s h e d R L J - L a b o r a t o r y d e f i n e d a s d e t e c t e d b u t b e l o w t h e R L , t h e r e f o r e t h e v a l u e i s a n e s t i m a t e d c o n c e n t r a t i o n . Ta b l e d a t a i s p r e s e n t e d i n u g / l . An a l y s i s b y P r i s m L a b o r a t o r i e s , W O # 6 0 3 0 4 4 4 , R e p o r t D a t e d 4 / 5 / 2 0 1 6 Z: \ P r o j e c t s \ G r o u n d w a t e r M o n i t o r i n g \ G r o u n d w a t e r M o n i t o r i n g R e p o r t s \ M a r t i n C o u n t y \ 8 . M a y 2 0 1 5 \ C o p y o f M a y 1 5 M a r t i n g w T a b l e s APPENDIX A Well Logs March 2016 Groundwater Monitoring Report Warren County Landfill Solid Waste Permit No. 93-01 This page intentionally left blank. This page intentionally left blank. APPENDIX B Laboratory Analytical Results March 2016 Groundwater Monitoring Report Warren County Landfill Solid Waste Permit No. 93-01 This page intentionally left blank. 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