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HomeMy WebLinkAbout8003_RowanCountyMSWLF_LFG_DIN28052_20160801Ms. Jaclynne Drummond, Compliance Hydrogeologist August 8, 2016 NCDENR DWM Solid Waste Section 2 Project No. 063-6572016.300 2016-08-06 final august 2016 methane report.docx Greg Greene, Planning and Development Specialist, Rowan County Department of Environmental Management, 2727-D Old Concord Road, Salisbury, North Carolina 28146; (704) 216-8591 Jeff Boyd, Landfill Supervisor, Rowan County Department of Environmental Management, 789 Campbell Road, Woodleaf, North Carolina 27054; (704) 278-2211 Mike Plummer, P.E., HDR, 440 S. Church Street, 10th Floor, Charlotte, NC 28202-2075, mplummer@hdrinc.com; (704) 338-6719 (electronic only) G:\Projects\Rowan\0636572016\200 DRAFT Reports\201 DRAFT 2016 3rd Quarterly Methane Report\2016-08-06 Working\2016-08-06 Final August 2016 Methane Report.docx i2 i3 i1 650 690 690 660 650 640 OLD LANDFILL ENTRANCE SCALE HOUSE PROPERTY LINE FRENCH DRAIN SAMPLE POINT MMW-6A MMW-6 MMW-8 CONSULTANT DESIGN PREPARED REVIEW APPROVED YYYY-MM-DD TITLE PROJECT No.Rev. PROJECTCLIENT Pa t h : -- - - | F i l e N a m e : 06 3 6 5 7 2 0 1 5 E 0 0 1 . d w g IF T H I S M E A S U R E M E N T D O E S N O T M A T C H W H A T I S S H O W N , T H E S H E E T S I Z E H A S B E E N M O D I F I E D F R O M : A N S I D 0 1 i n 0636572015 PHASE 100 DRAWING 10 2016-02-02 BSD TM DYR BSD ROWAN COUNTY ACTIVE LANDFILLS PERMIT NO.80-03 ROWAN COUNTY, NORTH CAROLINA ROWAN COUNTY GROUNDWATER CONTOUR MAP JANUARY 12-14, 2016 0 FEET 250 500 SCALE EXISTING TOPOGRAPHIC CONTOUR FACILITY BOUNDARY APPROXIMATE LIMITS OF WASTE GROUNDWATER SURFACE CONTOURS APPROXIMATE GROUNDWATER FLOW SEGMENT USED TO CALCULATE GRADIENT EXISTING GROUNDWATER MONITORING WELL WITH GROUNDWATER ELEVATION PROPOSED GROUNDWATER MONITORING WELL SURFACE WATER MONITORING POINT COMPLIANCE METHANE MONITORING POINT ASSESSMENT METHANE MONITORING POINT NOT AVAILABLE FRENCH DRAIN MONITORING POINT LEGEND NOTES REFERENCES 1.TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET. 2.GROUNDWATER SURFACE CONTOUR INTERVAL = 10 FEET. 3.GROUNDWATER ELEVATIONS MEASURED ON JANUARY 12-14, 2016. 4.GROUNDWATER CONTOURS ARE BASED ON LINEAR INTERPOLATION BETWEEN AND EXTRAPOLATION FROM KNOWN DATA, TOPOGRAPHIC CONTOURS, AND KNOWN FIELD CONDITIONS. THEREFORE, GROUNDWATER CONTOURS MAY NOT REFLECT ACTUAL GROUNDWATER CONDITIONS. 5.GROUNDWATER CONTOUR LINES SHOW THE WATER TABLE SHAPE AND ELEVATION. THESE CONTOURS ARE INFERRED LINES FOLLOWING THE GROUNDWATER SURFACE AT A CONSTANT ELEVATION ABOVE SEA LEVEL. THE GROUNDWATER FLOW DIRECTION IS GENERALLY PERPENDICULAR TO THE GROUNDWATER SURFACE CONTOURS, SIMILAR TO THE RELATIONSHIP BETWEEN SURFACE WATER FLOW AND TOPOGRAPHIC CONTOURS. 6.SURFACE WATER MONITORING POINT SW-1 IS APPROXIMATELY 550 FEET OFF THE MAPPING LIMITS SHOWN AND IS COLLECTED FROM SECOND CREEK. 7.MONITORING WELLS MW-6 AND MW-27A ARE UTILIZED FOR WATER LEVEL MONITORING ONLY. 8.THE LOCATION OF THE FRENCH DRAIN MONITORING POINT IS APPROXIMATE. 1. OVERALL SITE BASE TOPOGRAPHY PROVIDED BY S&ME ENGINEERING, INC. SW-4 SITE LOCATION MAP 1" = 10,000' SITE LOCATION PE C-2862 PG C-399 GOLDER ASSOCIATES NC, INC.