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9404_WashingtonCounty_CDLF_GWMR_20170316
DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 This page intentionally left blank. DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 March 2017 Groundwater Monitoring Report Washington County C&D Landfill Roper, North Carolina NC Solid Waste No. 94-04 CDLF-1996 Prepared for: Washington County P.O. Box 1007 Plymouth, North Carolina 27962 May 2017 Prepared by: © 2017 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. DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 5/8/2017 5/8/2017 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 CD-1 TOC=7.81 DTW=5.79 GWE=2.02 CD-2 TOC=7.68 DTW=5.20 GWE=2.48 CD-3 TOC=7.77 DTW=4.73 GWE=3.04 CD-4 TOC=9.11 DTW=5.67 GWE=3.44 MW-1 TOC=10.01 DTW=6.55 GWE=3.46 MW-2 TOC=9.70 DTW=7.30 GWE=2.40 MW-3 TOC=11.30 DTW=8.65 GWE=2.65 MW-4 TOC=9.02 DTW=4.52 GWE=4.50 3.0 3.5 3.5 2.5 3.0 2.5 4.0 4.5 4.5 4.0 NOTES 1.THE TIRE MONOFILL IS NO LONGER USED BY THE COUNTY. THIS AREA WAS PREVIOUSLY INCORPORATED INTO THE C & D LANDFILL FOOTPRINT. PHASE 2 C&D LANDFILL AREA PHASE 1 C&D LANDFILL AREA APPROXIMATE PROPERTY LINE (SEE REFERENCE 1) PHASE 1 TIRE MONOFILL (SEE NOTE 1) REFERENCES 1.OVERALL SITE BASE TOPOGRAPHY WETLAND, STREAM, AND DITCH BOUNDARIES PROVIDED BY SANBORN, BASED ON MARCH 28, 2009 AERIAL SURVEY. 2.COORDINATE SYSTEM IS STATE PLANE GRID. 3.WELL LOCATIONS OBTAINED FROM THE WASHINGTON COUNTY LANDFILL MONITOR WELL SURVEY REPORT, PREPARED BY SANBORN, DATED APRIL 24, 2009. 4.DATA FROM ENVIRONMENT 1 LABORATORY REPORTS DATED MARCH 16, 2017. 0 250'500' LEGEND STREAM/POND/DITCH B0UNDARY WETLANDS BOUNDARY AREA (SEE REFERENCE 1) GROUNDWATER FLOW DIRECTION POTENTIOMETRIC CONTOUR (DASHED WHERE INFERRED) MW-1 TOC= DTW= GWE= MONITORING WELL DESIGNATION TOP OF CASING DEPTH TO WATER GROUNDWATER ELEVATION PROPERTY LINE CLOSED MSW LANDFILL LCID AREA EXISTING COVER SOIL BORROW AREA 2.0 G:\CAD\Washington County\Wash 08-2\sheets\WASH-B0059.dwg - 5/4/2017 3:48 PMSMITH14 N. Boylan Avenue, Raleigh NC 27603NC LIC. NO. F-1370 (ENGINEERING)919.828.0577GARDNER+DRAWN:APPROVED:PROJECT NO:SCALE:FILENAME:DATE:FIGURE NO.PREPARED BY:PREPARED FOR:© 2017 Smith Gardner, Inc.WASHINGTON COUNTYMSW AND C&D LANDFILLSPOTENTIOMETRIC SURFACE MAPMARCH 2017J.A.L.M.M.G.AS SHOWN1May 2017WASH 08-2WASH-B0059DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 This page intentionally left blank. DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 Table 1Groundwater Elevation DataWashington County C&D LandfillMarch 16, 2017By: MGDate: 4/18/2017WellWell Installation DateLatitude LongitudeWell Diameter (inches)Total Well Depth (feet bgs)Ground Surface Elevation (feet amsl)TOC Elevation (feet amsl)Depth to Water (feet)Groundwater Elevation (feet)Screen Interval* (feet bgs)Screen Geology** (comparison boring)CD-1 NA 35.92306 76.66425 2.0 22.90 3.16 7.81 5.79 2.02 13-23 sand (B-2)CD-2 NA 35.92324 76.66343 2.0 19.90 4.48 7.68 5.20 2.48 10-20 sand (B-3)CD-3 NA 35.92353 76.66247 2.0 21.45 5.47 7.77 4.73 3.04 11.5-21.5 sand (B-3)CD-4 NA 35.92184 76.66252 2.0 20.67 5.19 9.11 5.67 3.44 11-21 sand (B-7)Note:1. Well locations and elevations provided by Sanborn, Charlotte, NC from field survey conducted on 4/8/09.2. Depth to water measured from top of PVC casing.3. *Screen interval assumed as 10 feet for all locations4. ** Nearby soil borings were used to determine geology in monitoring wells.5. Total Well Depth and Depth to Water from Environmental 1. Report date 4/17/2017, Client ID# 6030 NA = not availableH:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Washington Co, NC\C&D\19. March 2017\march17-washington co. CD_tables.xlsxDocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 H:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Washington Co, NC\C&D\19. March 2017\march17-washington co. CD_tables.xlsxDocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09 DocuSign Envelope ID: 9AB5B43B-55C7-44DD-A219-EAFAB4F7BD09