6301_MooreCoMSWLF_GWMR_20170418

April 2017 0739615016.200
DATE: 04/12/17
BOUNDARY PROBE MONITORING LOG
Monitoring
Point Time % Methane
(CH4)
% Carbon
Dioxide
(CO2)
% Oxygen
(O2)
H2S
(ppm)
GP-9 17:22 0.0 0.9 21.3 0
GP-10 17:19 25.3 16.9 1.2 1
GP-11 16:27 0.0 5.3 16.1 0
GP-12 16:51 0.0 0.4 22.0 0
GP-13 16:06 0.0 0.3 22.3 0
GP-14 15:15 0.0 5.3 16.3 0
GP-15 15:21 0.0 8.0 8.3 0
GP-16 15:59 0.0 4.8 16.4 0
GP-17 15:48 0.4 14.8 0.0 0
MW-6 13:11 14.5 9.0 13.2 0
MW-15 13:17 29.1 24.4 1.7 0
GV-1 13:34 0.0 0.3 21.4 0
GV-2 13:37 0.0 0.0 21.7 0
GV-3 13:39 0.0 0.0 21.5 0
GV-4 13:40 0.0 0.0 21.7 0
GV-5 13:41 0.0 0.0 21.7 0
GV-6 13:43 0.0 0.0 21.7 0
GV-7 13:44 0.0 0.0 21.7 0
GV-8 13:45 0.0 0.0 21.6 0
GV-9 14:34 0.0 0.0 22.1 0
GV-10 14:35 6.7 5.8 16.9 0
GV-11 14:37 0.0 0.0 21.9 0
GV-12 14:39 0.0 0.0 21.8 0
GV-13 14:31 1.9 1.6 20.1 0
GV-14 14:30 0.0 0.0 22.1 0
GV-15 14:29 6.8 5.8 17.7 0
GV-16 14:28 0.0 0.0 22.2 0
GV-17 14:49 0.0 0.0 22.0 0
GV-18 14:51 0.0 0.0 21.9 0
GV-19 14:52 5.7 4.5 18.1 0
GV-20 14:54 6.8 5.3 17.8 0
GV-21 14:55 0.0 0.0 22.2 0
GV-22 13:48 0.0 0.8 20.4 0
GV-23 13:51 0.0 0.0 21.6 0
GV-24 13:53 0.0 0.0 21.7 0
GV-25 14:46 50.7 28.6 2.7 15
GV-26 14:45 1.5 1.2 21.2 0
GV-27 14:44 0.0 0.0 22.0 0
GV-28 14:43 0.0 0.0 21.9 0
GV-29 14:42 51.7 29.5 0.4 11
GV-30 14:17 58.9 31.9 0.0 49
GV-31 14:14 58.1 31.9 0.4 129
GV-32 14:09 58.0 31.8 0.0 34
Scalehouse 12:39 0.0 0.0 21.9 0
Maintenace Shop 12:57 0.0 0.0 21.5 0
Transfer Station 12:49 0.0 0.0 21.8 0
Blake Residence (Crawl Space)16:25 0.0 0.0 21.9 0
*Blake residence was monitored during the groundwater sampling event on 04/13/2017.
Building
Monitoring Equipment: GEM 2000+
Completed by: Michael Giggard
Starting Barometric Pressure: 30.29 in Hg
Project Name: Moore County Landfill
High Temperature: 80.1oF
Site Contact: JW Baucom
Gas vent
Gas vent
Gas vent
Gas vent
1 inch well
Comments
Gas vent
Gas vent
Gas vent
Gas vent
Gas vent
Gas vent
Project Number: 0739-615016.200
Technician(s): Michael Giggard
Low Temperature: 77.0oF
End Barometric Pressure: 30.24 in Hg
Gas vent
Gas vent
Gas vent
1 inch well
1 inch well
Gas vent
Gas vent
Gas vent
Gas vent
Gas vent
Gas vent
Gas vent
Building
Building
Building
Gas vent
Gas vent
Gas vent
Gas vent
Gas vent
Gas vent
Gas vent
1 inch well
2 inch groundwater well
1 inch well
1 inch well
1 inch well
1 inch well
2 inch groundwater well
Gas vent
Gas vent
Gas vent
Gas vent
1 inch well
Gas vent
G:\PROJECTS\Moore County\Methane\FY 16-17\Q2 - April 2017\C_Draft Internal\Attachment A - Landfill Gas Probe Log.xlsx
CATCH
BASIN
CATCH
BASIN i3
i2
i1
GP-10
CLOSED
MSW
LANDFILL
ACTIVE
C&D
LANDFILL
SW-2
SW-4
SW-3
SW-1
TO GP-9
SB-5
3953953653603703803753853903903853753803703653553604003
5
5
400MW-7
384.93
MW-4359.93
365.90MW-16S
365.76MW-16D
GP-12
357.30MW-3
367.48MW-2
381.43MW-1
382.68
MW-9
382.58
MW-8
MW-13S373.75MW-13D
372.95
382.65
MW-14
388.05
MW-6
MW-11D372.15
MW-11S370.94
MW-5
376.24
MW-15
397.75
PW-1
SB-2
GP-15
GP-16
GP-14
GP-13
GP-11
GP-17
GP-10
SB-3 SB-4
CONSULTANT
DESIGN
PREPARED
REVIEW
APPROVED
YYYY-MM-DD TITLE
PROJECT No.Rev.
PROJECTCLIENT
Path: \\greensboro\CAD\_2007\0739615 - Moore\PRODUCTION\_B - 2016 GW Report\ | File Name: 0739615015B005.dwgIF THIS MEASUREMENT DOES NOT MATCH WHAT IS SHOWN, THE SHEET SIZE HAS BEEN MODIFIED FROM: ANSI D01 in0739615015
PHASE
100
DRAWING
10
2016-07-07
BSD
TJM
BSD
RPK
MOORE COUNTY LANDFILL
PERMIT NO. 63-01
ABERDEEN, NORTH CAROLINA
MOORE COUNTY
GROUNDWATER SURFACE CONTOUR MAP
NOVEMBER 30, 2016
PERENNIAL STREAM
INTERMITTENT STREAM
EPHEMERAL STREAM
POND AND WETLAND LIMITS
EXISTING 10 FT GROUND SURFACE CONTOUR
EXISTING 2 FT GROUND SURFACE CONTOUR
PROPERTY LINE
APPROXIMATE LIMITS OF WASTE
EXISTING ROAD
POTENTIOMETRIC GROUNDWATER CONTOURS (5 FT. INTERVAL)
GROUNDWATER FLOW SEGMENTS
MONITORING WELL AND IDENTIFICATION
METHANE PROBE AND IDENTIFICATION
SURFACE WATER MONITORING POINT AND IDENTIFICATION
LANDFILL GAS TRENCH VENTS AND IDENTIFICATION
PASSIVE LANDFILL GAS VENTS
PRIVATE WELL LOCATION AND IDENTIFICATION
WETLAND AREA
SOIL SAMPLE LOCATIONS
LEGEND
NOTES
1.TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET
2.GROUNDWATER SURFACE CONTOUR INTERVAL = 5 FEET
3.GROUNDWATER ELEVATIONS MEASURED ON NOVEMBER 30, 2016.
4.GROUNDWATER CONTOURS BASED ON LINEAR INTERPOLATION BETWEEN AND
EXTRAPOLATION FROM KNOWN DATA, TOPOGRAPHIC CONTOURS, AND KNOWN FIELD
CONDITIONS. THEREFORE, GROUNDWATER CONTOURS MAY NOT REFLECT ACTUAL
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.PROPERTY BOUNDARY SURVEY BY JAMES L. WRIGHT DATED NOVEMBER 1984. ITS LOCATION
IS RELATIVE TO TOPOGRAPHY APPROXIMATE BY HDR ENGINEERING, INC.
7.EXISTING TOPOGRAPHY WITHIN ACTIVE AND PROPOSED LANDFILL PROVIDED BY MATTHEWS
LAND SURVEYING & MAPPING, PLLC DATED APRIL 17, 2015.
8.MONITORING WELLS MW-1 THROUGH MW-5 SURVEYED JUNE 1987 BY S&ME, INC. MONITORING
WELLS MW-6 THROUGH MW-16 SURVEYED APRIL 1995, SEPTEMBER 1996, AND APRIL 2003 BY
HDR ENGINEERING INC./ ED BUCKNER RLS APRIL 17, 2015.
9.THE LOCATIONS OF LANDFILL GAS TRENCH VENTS ARE APPROXIMATE.
10.GROUNDWATER WELLS MW-11D, MW-13D, AND MW-16D ARE NOT SCREENED IN THE SHALLOW
AQUIFER AND ELEVATION DATA WERE NOT USED IN THE CONSTRUCTION OF GROUNDWATER
CONTOURS.
11.A STREAM DETERMINATION WAS CONDUCTED ON APRIL 17, 2013 BY A GOLDER ASSOCIATES
NC, INC. REPRESENTATIVE. THE STREAM DETERMINATION WAS CONDUCTED USING NCDWQ'S
"METHODOLOGY FOR IDENTIFICATION OF INTERMITTENT AND PERENNIAL STREAMS AND
THEIR ORIGINGS, VERSION 4.11".
381.43
MW-1
GP-10
SW-1
PW-1
385
SITE LOCATION MAP
NOT TO SCALE
SITE LOCATION
0
FEET
200 400
SCALE
SB-2