HomeMy WebLinkAboutWS-1024_30199_CA_MRP_20190115
Receptor Survey Update and Groundwater
Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65
Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
PREPARED FOR:
NCDEQ, DWM, UST Section
1646 Mail Service Center
Raleigh, NC 27699-1646
PREPARED BY:
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC 27616
January 15, 2019
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 ii
Table of Contents
1.0 Site Information ................................................................................................................ 1
1.1 Site Identification ............................................................................................................................ 1
1.2 Information about Contacts Associated with the Leaking UST System ................................. 1
1.3 Information about Release ............................................................................................................ 1
1.4 Information about the Monitoring Report .................................................................................. 1
1.5 Certification ..................................................................................................................................... 1
2.0 Executive Summary .......................................................................................................... 2
3.0 Scope of Services ............................................................................................................... 3
3.1 Contract Information ..................................................................................................................... 3
3.2 Approved Scope of Services ......................................................................................................... 3
4.0 Receptor Survey Update .................................................................................................. 3
5.0 Current/Historical Assessment Information ............................................................... 4
5.1 Current Liquid Levels .................................................................................................................... 5
5.2 Groundwater Monitoring Event .................................................................................................. 5
5.3 Summary of Groundwater Analytical Results ........................................................................... 5
5.4 Summary of Water Supply Well Analytical Results.................................................................. 6
5.5 Regional and Site Geology and Hydrogeology .......................................................................... 6
5.5.1 Soil and Bedrock ................................................................................................................................ 6
5.5.2 Hydrogeology .................................................................................................................................... 6
5.6 Evaluation of Soil, Groundwater, and LNAPL Assessment Information .............................. 6
5.6.1 Current Extent and Severity of Contamination ............................................................................... 6
5.6.2 Cleanup Levels Achieved ................................................................................................................... 7
6.0 Conclusion and Recommendations ............................................................................... 7
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 iii
List of Figures
Vicinity Map
Site Map
Groundwater Contour Map
Groundwater Constituent Map
Water Supply Well Constituent Map
List of Tables
Site History - UST System Information
Well Construction and Liquid Level Data
Summary of Groundwater Sampling Results
Summary of Water Supply Well Sampling Results
Water Supply Well Information
Appendices
Appendix I – Photo Log
Appendix II – Receptor Survey Documentation
Appendix III – Water Supply Well Permission Forms and Field Sampling Forms
Appendix IV – Laboratory Analytical Report and Chain of Custody Form
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 2
2.0 Executive Summary
The following presents a summary of the receptor survey update and the groundwater sampling event conducted
by S&ME at the Moore’s Exxon site on November 17 and November 19, 2018, respectively.
Light Non-aqueous Phase Liquid (LNAPL) was not measured in any of the sampled monitor wells. Based
upon the historical reports, LNAPL has not been reported in the wells.
The maximum concentrations of dissolved groundwater contaminants reported in the monitor wells (MW-
1, MW-2, MW-3 and TW-1) at concentrations greater than the 15A NCAC 2L Groundwater Quality
Standards (2L Standards) during this sampling event are summarized below and in Table 3.
Contaminant 2L Standard (µg/L) Well ID Concentration (µg/L)
Naphthalene 6 MW-3 18
Ethylene dibromide 0.02 MW-3 4.8
µg/L: micrograms per liter
A receptor survey update was performed as part of the scope of work for this monitoring event.
According to previous reports and information obtained during this sampling event, the following
potential receptors were noted within 1,000 feet of the site. See Table 5 for additional information
regarding these receptors.
Distance from
source (ft)
Municipal
Water
Available
Active Drinking
Water Well
Inactive
Drinking Water
Well
Irrigation
Well
Surface
Water
Body
0 – 500 Yes (3)
WSW-2, WSW-4,
WSW-6
(2)
WSW-1, WSW-3
(1)
WSW-5
(>250 ft.)
None
500 – 1000 Yes (4)
WSW-7, WSW-9,
WSW-11, WSW-12
None None Pond
(720 feet
northeast
During this sampling event, groundwater samples were collected from water supply wells WSW-2 and
WSW-4. No target constituents were reported in the samples collected at concentrations exceeding the
laboratory reporting limits. See Table 4 for complete results.
A Phase I Limited Site Assessment (LSA) was conducted at the site in August of 2003 by Best Geological
and Environmental Consulting Inc., which included installing monitoring well MW-1. A concentration of
methylene chloride greater than the soil-to-water Maximum Soil Contaminant Concentration (MSCC) was
reported in one of the two soil samples collected during the installation of MW-1. However, methylene
chloride is a common laboratory contaminant and was not believed to be present as a result of the
release. No target constituents were reported in the soil samples at concentrations greater than the
corresponding soil-to-groundwater MSCCs.
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 3
To achieve incident closure, the following options are presented:
Reduce dissolved constituents to concentrations less than the 2L Standards by remedial measures or
by Natural Attenuation, and assess soil impacts relative to the soil-to-groundwater MSCCs
Pursue connection of municipal water to the properties with active, at-risk, potable water supply wells
located within 1,000 feet, disconnect the wells from the structures, and file a Notice of Residual
Petroleum with groundwater and soil restrictions.
3.0 Scope of Services
3.1 Contract Information
The scope of services for this report was performed in general accordance with S&ME’s proposal number
431800711, dated August 29, 2018, and the scope of services was authorized by the North Carolina Department of
Environmental Quality (NCDEQ’s) Task Authorization TA #01, dated September 13, 2018, and within contract
number N17002.
3.2 Approved Scope of Services
S&ME’s approved Scope of Services for this Task Authorization included:
Update the receptor survey;
Collect groundwater samples from four existing monitor wells (MW-1, MW-3, MW-3, TW-1);
Measure depth to water in monitor wells MW-2, MW-5 and MW-6;
Collect groundwater samples from four water supply wells (WSW-2, WSW-3, WSW-4, WSW-6); and,
Prepare and submit this report.
These services were completed as proposed, with the following exceptions:
The residence at WSW-3 was confirmed as being connected to the municipal water service and the water
supply well is inactive; therefore, WSW-3 was not sampled;
Permission was not obtained to sample WSW-6; therefore WSW-6 was not sampled;
S&ME was unable to locate monitor well MW-6; therefore, the depth to water was not measured in
monitor well MW-6.
4.0 Receptor Survey Update
S&ME mailed Well Survey Questionnaire forms to the owners of seven properties located within 1,000 feet of the
source area. No survey forms were returned undelivered. Completed survey forms were returned by the owners
of two properties. Copies of the returned forms are provided in Appendix II, and provided information is
summarized on Table 1.
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 4
On November 15, 2018, S&ME personnel performed a reconnaissance of the area located within approximately
1,000 feet of the source to confirm and identify water supply wells. Apparent well observations are summarized
on Table 5 and are shown on Figure 5.
On December 6, 2018, S&ME interviewed Ms. Donna Claybrook of Rockingham County Engineering by phone.
Ms. Claybrook stated that 110 Ralph E. Road has an active water account. Ms. Claybrook also confirmed that the
properties served by WSW-9, WSW-11, WSW-12 and WSW-13 do not have active water accounts.
The Bethany Civic Center is a public meeting place located approximately 500 feet from the source area.
The NCDEQ connected 5871 NC 65 (Myers) to municipal water service in 2015, and water supply well WSW-5
remains as an irrigation well located more than 250 from the source area. S&ME attempted to obtain an access
agreement to abandon water supply well WSW-1 located at 5881 NC 65 (Capps) in 2015, but access was denied
by the property owner. The new owner and resident of 5894 NC 65, Ian Boles, confirmed during an interview
performed during a site visit on November 17, 2018, that the residence is served by the municipal water service
and water supply well WSW-3 is inactive; however, Mr. Boles was non-committal at that time to the request for an
access agreement to abandon WSW-3.
Based on information provided on returned well survey forms, interviews and on reconnaissance observations, up
to seven active, or suspected active, potable water supply wells are located within 1,000 feet of the source area,
including three active wells located within 250 feet of the source area.
5.0 Current/Historical Assessment Information
The Moore’s Exxon site is located at 5891 NC Highway 65, Reidsville, North Carolina (Figures 1 and 2). A UST
system operated at the site from the 1940s to the 1960s, and these USTs were reportedly closed in place near the
dispenser island of the existing UST system. Three 2,000-gallon gasoline USTs installed in 1966 were closed by
removal in 1990. No evidence of a release was reported during the tank closure activities conducted in 1990. Two
6,000-gallon gasoline USTs were installed at the site in 1990 and are currently in service (Table 1). An
aboveground heating oil storage tank was observed behind the store building.
A release at the site was suspected in May of 2003 after the Rockingham County Health Department sampled
water supply well WSW-1 located on the Capps’s property, which adjoins the site to the east. Concentrations of
benzene, toluene, ethylbenzene, xylenes, isopropyl ether and 1,2-dichloroethane were reported in the sample
collected from the Capps well. The concentrations of benzene and 1,2-dichloroethane reported in the sample
exceeded North Carolina’s 15A NCAC 2L groundwater quality standard (2L Standard). The results were confirmed
when the well was re-sampled in June 2003.
An Initial Abatement Measures/Site Check performed at the site in June of 2003 confirmed that a release had
occurred at the site. Total petroleum hydrocarbons (TPH) in the gasoline range exceeded the regulatory action
levels in a soil sample collected adjacent to the pump island. Six groundwater monitor wells are located on the
site and one monitor well is located on the adjacent property to the south. Dissolved constituent impacts
exceeding the 2L Standards have been reported historically in monitor wells MW-1, MW-3, MW-4 and MW-5
Photographs of the site are provided in Appendix I.
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 5
5.1 Current Liquid Levels
On November 19, 2018, S&ME personnel were onsite to measure the depth to groundwater in the monitor wells
MW-1 through MW-5 and TW-1. The depth to groundwater ranged from 36.15 feet below top of casing (ft.-toc)
in MW-2 to 42.31 ft.-toc in MW-4. The depth to groundwater measurements and groundwater elevations are
provided in Table 2 and a groundwater contour map based on the November 19, 2018 measurements is depicted
in Figure 3.
5.2 Groundwater Monitoring Event
After collecting depth to groundwater measurements on November 19, 2018, S&ME personnel purged and
sampled monitor wells MW-1, MW-2, MW-3 and TW-1 using new, disposable, polyethylene, bailers. Each well was
purged approximately three well casing volumes. Field parameters pH, specific conductivity, and temperature
were measured after the third casing volume and recorded on the field sample forms records provided in
Appendix III.
Prior to the sampling event, S&ME mailed Request for Permission to Sample Water Supply Well forms to the
property owners of WSW-2, WSW-4 and WSW-6 to obtain written permission to sample the wells. S&ME also
mailed a Site Access Agreement to the new owner of the property served by water supply well WSW-3. Copies of
the forms are provided in Appendix III. Permission was obtained to sample WSW-2 and WSW-4. S&ME
personnel collected a water sample from water supply wells WSW-2 and WSW-4 on November 19, 2018, and
November 17, 2018, respectively. Field sample summary records are provided in Appendix III.
During the sampling event, a Field Blank was prepared using laboratory supplied deionized water.
Groundwater samples and the Field Blank sample were collected directly into laboratory supplied containers,
placed in a cooler on ice and shipped under standard chain-of-custody record to Con-Test Analytical Laboratory
(Con-Test) for analysis of volatile organic compounds (VOCs) by EPA Method 6200B +MTBE, IPE and EDB.
Groundwater samples were also submitted for analysis of Ethylene dibromide (EDB, or 1-2-Dibromoethane) by
EPA Method 504.1.
5.3 Summary of Groundwater Analytical Results
The laboratory analytical results of the groundwater samples collected from monitor wells MW-1, MW-2, MW-3
and TW-1 indicated that the following target constituents were reported at concentrations exceeding the
corresponding 2L Standards.
Naphthalene in MW-3
EDB in MW-3
One additional target constituent was reported in monitor well MW-1 at an estimated concentration exceeding
the laboratory reporting limit, but less than the respective 2L Standard. No target constituents were reported in
monitor well samples MW-2, MW-4, or the Field Blank sample, at concentrations exceeding their laboratory
detection limits. A summary of the groundwater analytical results is presented in Table 3 and shown in Figure 4.
A copy of the laboratory analytical report is provided in Appendix IV.
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 6
5.4 Summary of Water Supply Well Analytical Results
No target constituents were reported in the water samples collected from water supply wells WSW-2 and WSW-4.
On November 30, 2018, upon receipt of the laboratory analytical report, S&ME contacted Mr. Herbert Berger of
the NCDEQ by email to provide the results of the water supply well sampling.
A summary of the groundwater analytical results for the water supply wells is presented in Table 4 and shown in
Figure 5. A copy of the laboratory analytical report is provided in Appendix IV.
5.5 Regional and Site Geology and Hydrogeology
5.5.1 Soil and Bedrock
Soils underlying the site are characterized as Cecil-Pacolet-Appling, with a loamy surface layer and a loamy and
clayey subsoil. The 2003 Boring Logs for site check soil probes and soil boring MW-1 described subsurface soils
as sandy clayey silt (fill), underlain by sandy silt (residuum).
According to the 1985 USGS Geologic Map of North Carolina, the site is underlain by the Milton Belt of the
Piedmont Physiographic Province. Bedrock in this area is characterized as inequigranular Biotite Gneiss and Schist.
Bedrock was reportedly encountered by soil boring TW-1 at a depth of 58 feet below ground surface (ft.bgs).
5.5.2 Hydrogeology
S&ME calculated the groundwater elevations for the monitor wells gauged on November 19, 2018 using the
depth-to-water measurements and the top of casing elevations. The groundwater elevations are provided in
Table 2 and a groundwater contour map based on the November 19, 2018 measurements is depicted in Figure 2.
The indicated groundwater direction is generally to the northwest with slightly divergent flow conditions. Since
the most recent sampling event performed in 2014, the groundwater water table has increased in elevation
between approximately 1.2 feet to 1.6 feet.
5.6 Evaluation of Soil, Groundwater, and LNAPL Assessment Information
5.6.1 Current Extent and Severity of Contamination
According to the Initial Abatement Measure/Site Check Report prepared by Best Geological and Environmental
Consultants, dated July 8, 2003, soil sample P-3 collected from a depth of 9 ft. bgs beside the dispenser island
contained Total Petroleum Hydrocarbons-Gasoline Range Organics at a concentration of 960 milligrams per
kilograms (mg/kg). Analytical results of soil sample P-3 by the risk-based methods reported carbon-chain fraction
concentrations less than their respective soil-to-groundwater MSCCs, and VOCs were not detected.
Monitor wells MW-1 and MW-3, which are located in apparent downgradient and upgradient positions,
respectively, relative to the current and former UST basins, have historically contained the highest dissolved
concentrations of constituents. Constituent concentrations have not exceeded the GCLs and LNAPL has not been
reported.
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 7
Contaminant concentrations were also reported previously at concentrations greater than the 2L standards in
monitor well MW-5; however, MW-5 has been dry and was not sampled during multiple monitoring events. MW-
3 was not dry during the current monitoring event; however, groundwater occurrence appeared to be only 6
inches or less above the lower most section of slotted screen in the well.
Dissolved contaminant concentrations in monitor wells MW-1 and MW-3 appear to be decreasing. Target
constituents were not reported in monitor wells MW-1 and MW-2 at concentrations greater than the respective 2L
Standards during the current monitoring event.
The dissolved constituent plume appears to be defined vertically by the current analytical results representing
monitor well TW-1. The horizontal extent of the dissolved constituent plume has been defined historically to the
west, north and south by monitor wells MW-2, MW-4 and MW-6, respectively. The dissolved plume remains
undefined by monitor well MW-5 located east of the source area. Previously impacted water supply well WSW-1
is located approximately 40 feet east of monitor well MW-5; however, the residence served by WSW-1 is
connected to the municipal water source and WSW-1 is inactive.
No detectable target constituents were reported in the water supply well sample collected from water supply wells
WSW-2 and WSW-4. No target constituents have been reported at concentrations greater than their respective
2L Standards in the water supply wells sampled during previous monitoring events, with the following exceptions.
WSW-5; however, the residence served by WSW-5 is connected to the municipal water source and WSW-
5 is used as an irrigation well (located greater than 250 feet from the source area).
WSW-8, however, WSW-8 is located more than 1,000 feet from the source area, and the impacts may be
related to another source.
5.6.2 Cleanup Levels Achieved
Soil (Soil to Groundwater) No
Groundwater (2L standard concentrations) No
LNAPL-LNAPL has not been measured at the site since 1997 Yes
6.0 Conclusion and Recommendations
Based on the current and historical assessment information for the site, the following conclusions are presented:
The UST Incident meets the following conditions for a High Risk classification:
A. Active potable water supply wells are located within 1,000 feet of the source area.
B. VOCs were reported in monitor well MW-3 at concentration greater than the corresponding 2L
Standards.
Based on the above, the following recommendations are presented:
Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
January 15, 2019 8
Continue periodic monitoring of monitor wells, including MW-5 following recharge of the shallow aquifer
system.
Continue periodic monitoring of water supply wells. Water supply wells likely to be most at risk from the
release include, but may not be limited to, WSW-2, WSW-4, WSW-6, WSW-7, WSW-9 and WSW-11.
Reduce dissolved constituents in monitor wells MW-3 and MW-5 to levels less than the 2L Standards, by
remedial measures or by natural attenuation. Analyze groundwater samples collected from selected
monitor wells for natural attenuation parameters to assess if conditions are favorable for natural
attenuation.
Collect soil samples representing the source area for analyses by the risk-based methods.
SITE
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.11 " = 1,000 '
12-7-18
4305-18-201
MOORE'S EXXON INCIDENT NO. 301995891 NC HIGHWAY 65REIDSVILLE, ROCKINGHAM COUNTY, NORTH CAROLINA
Drawing Path: Q:\PROJECTS\2018\4305-18-201 Moore's Exxon\VICINITY.mxd plotted by abentz 12-07-2018
0 1,000 2,000(FEET)
VICINITY MAP
³
REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM THE USGS NATIONAL TOPO MAP VIEWER. THISMAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED AREAPPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATEDOTHERWISE.
!A$
!A$
!A$
!A$
!A$
!A$
"G
"G
"G
"G
"G
"G
"G
"G
"G
"G"G"G "G
!´Ð
MOORE'SCAFE
MOORE'SEXXON
Heating Oil AST
.USTs (Active)..USTs (Closed-in-place)
N C H IGH W A Y 65MW-4
MW-3
MW-1
MW-2
MW-6
MW-5
WSW-1
WSW-2
TW-1
!´Ð Vertical Extent Monitoring Well
"G Water Supply Well Location
!A$Monitoring Well Location
County Parcels
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.21 " = 40 '
12-7-18
4305-18-201
MOORE'S EXXON INCIDENT NO. 301995891 NC HIGHWAY 65REIDSVILLE, ROCKINGHAM COUNTY, NORTH CAROLINA
Drawing Path: Q:\PROJECTS\2018\4305-18-201 Moore's Exxon\SITE.mxd plotted by abentz 12-07-2018
0 40 80(FEET)
SITE MAP
³
REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM THE 2014 NCONEMAP AERIAL ORTHOIMAGERYLAYER. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONSDISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED OTHERWISE.
!A$
!A$
!A$
!A$
!A$
!A$
"G
"G
"G
"G
"G
"G
"G
"G
"G
"G"G"G "G
!´Ð
MOORE'SCAFE
MOORE'SEXXON
Heating Oil AST
.USTs (Active)..USTs (Closed-in-place)
N C H IGH W A Y 65MW-4(60.21)
MW-3(62.27)
MW-1(60.82)
MW-2(61.42)
MW-6NM
MW-5(60.89)
WSW-1
WSW-2
TW-1(61.12)6261 .5
6 1
60.5
NM: Not Measured
TW-1 Data not used for Groundwater Contours.
(60.21) : Groundwater Elevation Measured 11/19/18
Groundwater Direction
Groundwater Contour
!´Ð Vertical Extent Monitoring Well
"G Water Supply Well Location
!A$Monitoring Well Location
County Parcels
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.31 " = 40 '
12-7-18
4305-18-201
MOORE'S EXXON INCIDENT NO. 301995891 NC HIGHWAY 65REIDSVILLE, ROCKINGHAM COUNTY, NORTH CAROLINA
Drawing Path: Q:\PROJECTS\2018\4305-18-201 Moore's Exxon\CONTOUR.mxd plotted by abentz 12-07-2018
0 40 80(FEET)
GROUNDWATER CONTOUR MAP
³
REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM THE 2014 NCONEMAP AERIAL ORTHOIMAGERYLAYER. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONSDISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED OTHERWISE.
!A$
!A$
!A$
!A$
!A$
!A$
"G
"G
"G
"G
"G
"G
"G
"G
"G "G"G"G "G
!´Ð
MOORE'SCAFE
MOORE'SEXXON
Heating Oil AST
.USTs (Active)..USTs (Closed-in-place)
N C H IG H W AY 65 MW-4 NS
MW-6 NS
MW-5 NS
MW-1 All Constituents <2L Standards
TW-1 BDL
MW-2 BDL
MW-3 μg/LNaphthalene 18Ethylene dibromide 4.8
MW-4
MW-3
MW-1
MW-2
MW-6
MW-5
WSW-1
WSW-2
TW-1
Constituent Concentrations >2L Standards are Shown
Groundwater Sampled 11/19/18.
NS: Not Sampled
BDL: Below Detection Limits
μg/L: Micrograms per Liter
!´Ð Vertical Extent Monitoring Well
"G Water Supply Well Location
!A$Monitoring Well Location
County Parcels
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.41 " = 40 '
12-7-18
4305-18-201
MOORE'S EXXON INCIDENT NO. 301995891 NC HIGHWAY 65REIDSVILLE, ROCKINGHAM COUNTY, NORTH CAROLINA
Drawing Path: Q:\PROJECTS\2018\4305-18-201 Moore's Exxon\CONSTITUENT.mxd plotted by abentz 12-07-2018
0 40 80(FEET)
GROUNDWATER CONSTITUENT MAP
³
REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM THE 2014 NCONEMAP AERIAL ORTHOIMAGERYLAYER. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONSDISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED OTHERWISE.
"G
"G
"G
"G
"G
"G "G
"G
"G
"G
"G
"G "G
250'
500'
1,000'
WSW-1
WSW-2
WSW-12
WSW-9
WSW-13
WSW-4 WSW-3
WSW-11
WSW-6
WSW-5
WSW-7WSW-10 WSW-8
Locations shown are approximate.
"G Active Water Supply Well
"G Inactive Water Supply Well
"G Suspected Water Supply Well
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.51 " = 350 '
12-7-18
4305-18-201
MOORE'S EXXON INCIDENT NO. 301995891 NC HIGHWAY 65REIDSVILLE, ROCKINGHAM COUNTY, NORTH CAROLINA
Drawing Path: Q:\PROJECTS\2018\4305-18-201 Moore's Exxon\WSW.mxd plotted by abentz 12-07-2018
0 350 700(FEET)
WATER SUPPLY WELL LOCATION MAP
³
REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM THE 2014 NCONEMAP AERIALORTHOIMAGERY LAYER. THIS MAP IS FOR INFORMATIONAL PURPOSESONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEYARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATEDOTHERWISE.
TABLE 1
SITE HISTORY - UST SYSTEM INFORMATION
Moore's Exxon (Incident No.: 30199 WS-1024)
5891 NC Highway 64, Reidsville, Rockingham County, North Carolina
S&ME Project # 4305-18-201
UST Facility ID #: 00-0-0000018409 Revision Date: 12/5/18
UST
ID Number
Current/Last
Contents *
Previous
Contents *
Capacity
(gallons)
Construction
Details **
Tank
Dimensions
D/L (ft)
Description of
Associated Piping
and Pumps
Date UST
Installed
(mm/dd/yy)
Status of UST ***
Was Release
Associated With
UST System?
(Yes/No)
2 or 3 USTs Unknown Unknown Unknown Unknown Unknown Unknown 1940's Permanently closed-in -
place; 1960's Unknown
1 Gasoline Unknown 2,000 Unknown Unknown Unknown 04/16/66 Permanently closed by
removal; 3/19/1990 No
2 Gasoline Unknown 2,000 Unknown Unknown Unknown 04/16/66 Permanently closed by
removal; 3/19/1990 No
3 Gasoline Unknown 2,000 Unknown Unknown Unknown 04/16/66 Permanently closed by
removal; 3/19/1990 No
4 Gasoline Unknown 6,000 Unknown Unknown Unknown 03/19/90 Currently operational Yes
5 Gasoline Unknown 6,000 Unknown Unknown Unknown 03/19/90 Currently operational Yes
Incident
Number
Material
Released
Date of
Release Description of Release
30199 Gasoline 6/28/2003
* : Gasoline (unleaded or leaded), diesel, used oil, waste oil, aviation fuel, etc., or pesticides, non-halogenated or halogenated solvents, etc.
** : Fiberglass (single- or double-walled), steel (single- or double-walled), steel with FRP (single- or double-walled), steel with liner, other, unknown.
*** : Currently operational, not in use or temporarily closed (specify date), permanently closed in place (specify date), permanently closed by removal (specify date)
A Site Check was performed in response to the detection of petroleum product compound detections in a water supply well
located at 5881 NC Highway 65. Analysis of Site Check soil sample P-3 collected from a depth of 9 feet below ground at a
location beside the dispenser island resulted in 960 milligrams per kilogram (mg/kg) for gasoline range total petroleum
hydrocarbons. Analysis of soil sample P-3 by the risk-based methods resulted in C9-C18 Aliphatics at a concentration of 17
mg/kg and C9-C22 Aromatics at a concentration of 14 mg/kg.
UST Facility ID #: 00-0-0000018409 Revision Date: 12/5/18
Well
ID
Date
Installed
Date
Water Level
Measured
Well
Casing
Diameter
(in)
Depth
of Well
(ft-BGS)
Top of
Casing
Elevation*
(ft)
Depth to
Water
from Top
of Casing
(ft)
LNAPL
Thickness
** (ft)
Groundwater
Elevation*
(ft)
Latitude
(decimal)
Longitude
(decimal)
12/03/04 38.78 ND 61.2203/15/06 38.66 ND 61.3412/14/06 39.02 ND 60.9802/14/08 40.33 ND 59.6708/13/09 40.46 ND 59.5402/12/10 40.68 ND 59.3204/12/14 39.80 ND 60.2011/19/18 39.18 ND 60.8212/03/04 35.55 ND 62.0203/15/06 35.55 ND 62.0212/14/06 35.92 ND 61.65
02/14/08 37.28 ND 60.2908/13/09 37.41 ND 60.1602/12/10 37.59 ND 59.9804/12/14 Dry ND NM
11/19/18 36.15 ND 61.4212/03/04 37.32 ND 61.7503/15/06 37.23 ND NM12/14/06 37.59 ND 61.48
02/14/08 38.96 ND 60.1108/13/09 39.08 ND 59.9902/12/10 39.22 ND 59.8504/12/14 45.65 ND 53.4211/19/18 36.80 ND 62.2712/03/04 41.94 ND 60.5803/15/06 41.82 ND 60.7012/14/06 42.21 ND 60.3102/14/08 43.38 ND 59.1408/13/09 43.55 ND 58.9702/12/10 43.75 ND 58.7704/12/14 43.49 ND 59.0311/19/18 42.31 ND 60.2103/15/06 39.68 ND 61.4212/14/06 40.04 ND 61.0602/14/08 41.03 ND 60.0708/13/09 Dry ND NM
02/12/10 Dry ND NM04/12/14 Dry ND NM11/19/18 40.21 ND 60.8903/15/06 33.17 ND 62.27
12/14/06 33.51 ND 61.9302/14/08 35.05 ND 60.3908/13/09 35.09 ND 60.3502/12/10 35.16 ND 60.28
12/03/04 38.64 ND 61.6103/15/06 38.09 ND 62.1612/14/06 38.13 ND 62.1202/14/08 39.54 ND 60.7108/13/09 40.43 ND 59.8202/12/10 40.19 ND 60.0611/19/18 39.13 ND 61.12
NOTES:
* : Reference Point for Elevation Measurements:
Benchmark Datum:Benchmark Elevation: 100.00 ft
Assumed or Measured:
** : If LNAPL is present in a well, groundwater elevation should be calculated by: [Top of Casing Elevation - Depth to Water] + [LNAPL thickness x 0.739]
ft-BGS = feet below ground surface NM = Not Measured NA = Not Applicable
ND = Not Detected NG = Not Gauged LNAPL = Light non-aqueous phase liquid
NM NM
NM NM
NM NM
NM NM
NM NM
NM NM
30.0 -45.0
56.0 -58.0
35.0 -50.0
26.0 -41.0
25.0
2.0
2.0
2.0
MW-2 2.011/30/04
MW-4
MW-5
MW-6
TW-1
11/30/04
03/15/06
03/15/06
12/01/04
2.0
Top of casing of MW-1
Measured
97.5740.040.0-
50.0
41.0
45.0
58.0
102.52
101.10
95.44
100.25
2.012/01/04MW-3 99.0745.045.0-30.0
WELL CONSTRUCTION AND LIQUID LEVEL DATA
5891 NC Highway 64, Reidsville, Rockingham County, North Carolina
S&ME Project # 4305-18-201
TABLE 2
NM
Moore's Exxon (Incident No.: 30199 WS-1024)
Screen
Interval
(ft-BGS)
MW-1 08/28/03 2.0 30.0 -45.0 45.0 100.00 NM
Page 1 of 1
UST Facility ID #: 00-0-0000028247 Revision Date: 12/3/18
Well ID Date
AcetoneBenzenen-Butylbenzenesec-Butylbenzenetert-ButylbenzeneChloroform1,2-Dibromoethane (EDB) by 6200B or 504.11,2-DichloroethaneDiisopropyl etherEthylbenzene2-Hexanone (MBK)Isopropylbenzenep-IsopropyltolueneMethyl tert-butyl ether4-Methyl-2-pentanone (MIBK) Methyl ethyl ketone (MEK)n-PropylbenzeneNaphthaleneToluene1,1,2-Trichloroethane1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneXylenes (total)Lead6,000 1 70 70 70 70 0.02 0.4 70 600 40 70 25 20 100 4,000 70 6 600 0.6 400 400 500 15
6,000,000 5,000 6,900 8,500 15,000 70,000 50 400 70,000 84,500 40,000 25,000 11,700 20,000 100,000 4,000,000 30,000 6,000 260,000 600 28,500 25,000 85,500 15,000
8/28/2003 ---<1.0 NA NA NA <1.0 0.16 <1.0 3.2 <1.0 ---NA ---<1.0 ---<5.0 NA NA 1.8 ---NA NA 8.1 7.5
12/3/2004 ---<1.0 NA NA NA <1.0 0.26 1.50 6.5 1.0 ---NA ---<1.0 ---<5.0 NA <2.0 1.8 ---NA NA 4.0 270
3/20/2006 ---<1.0 NA NA NA <1.0 0.25 <1.0 2.0 <1.0 ---NA ---<1.0 ---<5.0 NA <2.0 <1.0 ---NA NA 4.4 NA
12/14/2006 ---<1.0 NA NA NA <1.0 0.20 <1.0 <1.0 <1.0 ---NA ---<1.0 ---<5.0 NA <2.0 <1.0 ---NA NA 5.0 NA
2/14/2008 ---<1.0 NA NA NA <1.0 0.02 <1.0 <0.5 <1.0 ---NA ---<1.0 ---<5.0 NA <1.0 <1.0 ---<1.0 <1.0 <3.0 NA
8/13/2009 ---<0.5 <0.5 <0.5 <0.5 <0.5 0.11 <0.5 <0.5 <0.5 ---<0.5 ---<0.5 ---<5.0 <0.5 <2.0 <0.5 ---<0.5 1.4 1.5 <5.0
2/12/2010 <5 <0.5 <1.0 <0.5 <0.5 <0.5 0.053 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 ---<5.0 <0.5 <2 <0.5 ---<0.5 <0.5 <1.5 NA
4/17/2014 <50 <0.50 <2.0 <0.50 <0.5 <0.50 <0.020 <0.50 <0.50 <0.50 <10 <0.50 <0.5 <0.50 <5 <5 <0.5 <5.0 <0.50 <0.50 <0.50 0.94 1.16 J NA
11/19/2018 <50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.020 <0.50 <0.50 <0.50 <5.0 <0.50 <0.50 <0.50 <5.0 <5.0 <0.50 <0.50 <0.50 <0.50 0.27 J <0.50 <1.5 NA
12/3/2004 NA <1.0 NA NA NA NA <0.020 <1.0 <1.0 <1.0 NA NA NA <1.0 NA NA NA <2.0 <1.0 NA NA NA <3.0 41
3/20/2006 NA <1.0 NA NA NA NA <0.020 <1.0 <1.0 <1.0 NA NA NA <1.0 NA NA NA <2.0 <1.0 NA NA NA <3.0 NA
12/14/2006 NA <1.0 NA NA NA NA <0.020 <1.0 <1.0 <1.0 NA NA NA <1.0 NA NA NA <2.0 <1.0 NA NA NA <3.0 NA
2/14/2008 NA <1.0 NA NA NA NA <0.020 <1.0 <5.0 <1.0 NA NA NA <1.0 NA NA NA <1.0 <1.0 NA NA NA <3.0 NA
2/12/2010 <5 <0.5 <1.0 <0.5 ---<0.5 <0.5 <0.5 <0.5 <0.5 ---<0.5 ---<0.5 ---<5.0 <0.5 <2 <0.5 ---<0.5 <0.5 <0.5 NA
11/19/2018 <50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.020 <0.50 <0.50 <0.50 <5.0 <0.50 <0.50 <0.50 <5.0 <5.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.5 NA
12/3/2004 ---<25 NA NA NA <25 14 <25 47 440 NA NA NA <25 NA <5.0 NA 96 830 NA NA NA 2,400 460
3/20/2006 ---95 NA NA NA <25 19 <25 290 390 NA NA NA <25 NA <5.0 NA 160 780 NA NA NA 2,000 NA
12/14/2006 ---<25 NA NA NA <25 21 <25 130 160 NA NA NA <25 NA <5.0 NA 71 480 NA NA NA 1,500 NA
2/14/2008 ---<10 NA NA NA <10 9.19 <10 66.7 14 NA NA NA <10 NA <5.0 NA 10.4 52.8 NA 87.6 131 619 NA
8/13/2009 ---<0.5 <0.5 <0.5 ---<0.5 1.1 2.1 26.2 7.1 ND 1.1 ---<0.5 ---<5.0 1.8 4.2 19.7 ---12.6 45.1 88.5 <5.0
2/12/2010 21 <1.0 1.5 J 1.2 ---<1.0 10 1.5 7.9 83 ND 5.1 ND <1.0 ---9.3 J 16 4.5 230 E ---110 72 670 E NA
4/12/2014 130 0.13 J 4.9 1.5 0.82 <0.5 6.1 0.92 7.1 73 21 6.0 0.65 0.19 J 10 55 16 9.5 140 0.26 J 77 75 490 NA
11/19/2018 110 <0.50 4.0 2.5 1.4 <0.50 4.8 <0.50 7.3 51 19 6.7 1.2 0.32 J 14 48 18 18 38 <0.50 110 140 370 NA
12/3/2004 ---<1.0 NA NA NA <1.0 0.025 <1.0 <1.0 <1.0 NA NA NA <1.0 NA <5.0 NA <2.0 <1.0 NA NA NA <3.0 320
3/20/2006 ---<1.0 NA NA NA <1.0 <0.020 <1.0 <1.0 <1.0 NA NA NA <1.0 NA <5.0 NA <2.0 <1.0 NA NA NA <3.0 NA
12/14/2006 ---<1.0 NA NA NA <1.0 <0.020 <1.0 <1.0 <1.0 NA NA NA <1.0 NA <5.0 NA <2.0 <1.0 NA NA NA <3.0 NA
2/14/2008 ---<1.0 NA NA NA <1.0 <0.010 <1.0 <5.0 <1.0 NA NA NA <1.0 NA <5.0 NA <1.0 <1.0 NA <1.0 <1.0 <3.0 NA
8/13/2009 ---<0.5 <0.5 <0.5 ---<0.5 <0.019 <0.5 <0.5 <0.5 ND <0.5 ---<0.5 ---<5.0 <0.5 <2.0 <0.5 ---<0.5 <0.5 <1.5 <5.0
2/12/2010 <5 <0.5 <1.0 <0.5 ---<0.5 <0.5 <0.5 <0.5 <0.5 ---<0.5 ---<0.5 ---<5.0 <0.5 <2 <0.5 ---<0.5 <0.5 <1.5 NA
4/12/2014 <50 <0.50 <2.0 <0.50 <0.50 <0.50 <0.020 <0.5 <0.5 <0.5 <10 <0.5 <0.50 <0.5 <5 <5.0 <0.5 <5.0 <0.50 <0.50 <0.5 <0.5 <1.5 NA
3/20/2006 NA <20 NA NA NA NA 34 57 540 140 NA NA NA <20 NA NA NA 140 32 NA NA NA 760 NA
12/14/2006 NA <20 NA NA NA NA 12 32 350 100 NA NA NA <20 NA NA NA <40 38 NA NA NA 650 NA
MW-6 3/20/2006 ---<1.0 NA NA NA <1.0 <0.020 <1.0 <1.0 <1.0 NA NA NA <1.0 NA <5.0 NA <2.0 <1.0 NA NA NA <3.0 NA
12/14/2006 ---<1.0 NA NA NA <1.0 <0.020 <1.0 1.1 <1.0 NA NA NA <1.0 NA <5.0 NA <2.0 <1.0 NA NA NA <3.0 NA
2/14/2008 ---<1.0 NA NA NA <1.0 <0.010 <1.0 <5.0 <1.0 NA NA NA <1.0 NA <5.0 NA <1.0 <1.0 NA <1.0 <1.0 <3.0 NA
2/12/2010 <5 <0.5 <1.0 <0.5 ---<0.5 <0.5 <0.5 <0.5 <0.5 ---<0.5 ---<0.5 ---<5.0 <0.5 <2 <0.5 ---<0.5 <0.5 <1.5 NA
12/3/2004 ---<1.0 NA NA NA 35 <0.020 <1.0 <1.0 <1.0 NA NA NA 1.8 NA <5.0 NA <2.0 <1.0 NA NA NA <3.0 53
3/20/2006 ---<1.0 NA NA NA 35 <0.020 <1.0 <1.0 <1.0 NA NA NA <1.0 NA <5.0 NA <2.0 <1.0 NA NA NA <3.0 NA
12/14/2006 ---<1.0 NA NA NA 4 <0.020 <1.0 <1.0 <1.0 NA NA NA <1.0 NA <5.0 NA <2.0 <1.0 NA NA NA <3.0 NA
2/14/2008 ---<1.0 NA NA NA 2.54 <0.010 <1.0 <5.0 <1.0 NA NA NA <1.0 NA <5.0 NA <1.0 <1.0 NA <1.0 <1.0 <3.0 NA
8/13/2009 ---<0.5 <0.5 <0.5 ---1.0 <0.020 <0.5 <0.5 <0.5 ---<0.5 ---<0.5 ---<5.0 <0.5 <2.0 <0.5 ---<0.5 <0.5 <1.0 <5.0
2/12/2010 <5 <0.5 <1.0 <0.5 <0.5 0.7 <0.5 <0.5 <0.5 <0.5 <10 <0.5 <0.5 <0.5 <5 <5.0 <0.5 <2 <0.5 <0.5 <0.5 <0.5 <0.5 NA
11/19/2018 <50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.023 <0.50 <0.50 <0.50 <5.0 <0.50 <0.50 <0.50 <5.0 <5.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.5 NA
Notes:Results reported in micrograms per liter (µg/L)GCL = Gross Contamination Level
NA = Not Analyzed 2L Standard = 15A NCAC 2L .0202 Groundwater Quality Standard Value Concentration exceeds the 2L Standard--- : Not detected above laboratory reporting limits.J = Estimated Concentration Value Concentration exceeds the Gross Contamination Level
MW-3
MW-4
MW-2
MW-5
Table 3
SUMMARY OF GROUNDWATER SAMPLING RESULTS
Moore's Exxon (Incident No.: 30199 WS-1024)
5891 NC Highway 65, Reidsville, Rockingham County, North Carolina
TW-1
S&ME Project No. 4305-18-201
2L Standard
GCL
MW-1MW-1
Facility ID No.: 00-0-0000018409 Revision date: December 6, 2018
Well ID Parcel
Number Owner Name Owner Mailing Address City, State, Zip Code Property Address Form Returned
Undelivered
Survey
Returned
Reported Water
Well On Property Well Use and Drinking Water Source Casing
Depth (ft)
Well
Depth (ft)Date Installed Approximate Distance (ft) /
Direction from source area
Apparent Well
Structure
Observed
Comment
WSW-1 129719 Kenneth Howard Capps 5881 NC Highway 65 Reidsville, NC 27320 5881 NC Highway 65 No No -Inactive / Municipal Water ---135 / east northeast Yes Owner denied permission to abandon
well (2015)
WSW-2 170293 Thomas R. Moore 226 Ralph E Road Reidsville, NC 27320 5897 NC Highway 65 No Yes Yes Drinking ---150 / northeast Yes ---
WSW-3 129689 Ian E. Boles 5894 NC Highway 65 Reidsville, NC 27320 5894 NC Highway 65 No No -Inactive / Municipal Water ---240 / southeast Yes New owner undecided on abandoning
well (November 2018)
WSW-4 176822 Iris J. Sharpe 913 Onslow Drive Greensboro, NC 27408 5912 NC Highway 65 No Yes Yes Drinking ---240 / south southwest Yes Rental property
WSW-5 129720 Frances Ross Myers 5871 NC Highway 65 Reidsville, NC 27320 5871 NC Highway 65 No No -Irrigation / Municipal Water ---375 / northeast Yes ---
WSW-6 170294 Amanda Moore, Michael Moore 5903 NC Highway 65 Reidsville, NC 27320 5901 NC Highway 65 No No -Potable ---200 / north northwest Yes Rental property
WSW-7 129693 Michael Moore, Amanda Moore 5903 NC Highway 65 Reidsville, NC 27320 5903 NC Highway 65 Not sent ----Potable ---630 / north northwest No Interviewed Michael Moore
WSW-8
167600 Brian Ross 142 Huffines Mill Road Reidsville, NC 27320 142 Huffines Mill Road
Not sent ----Potable
Also serves 138 Huffines Mill Rd.---1,025 / northeast Yes Interviewed Douglas Ross;
owner/resident of 138 Huffines Mill Rd.
WSW-9 129715 Bethany Civic Center, Inc.517 Barham Road Reidsville, NC 27320 5876 NC Highway 65 No No -Potable ---510 / south southeast Yes non-residential / no water account
WSW-10 175638 Barbara M. Tickle 227 Ralph E Road Reidsville, NC 27320 227 Ralph E Road Not sent ----Potable --->1,100 / northwest No -
WSW-11
176822 Iris J. Sharpe 913 Onslow Drive Greensboro, NC 27408 5958 NC Highway 65
Not sent ----Potable ---690 / southwest Yes
No water account/ Interviewed resident
sharing well from across NC 65 from
the well.
WSW-12 129718 Gerald E. Archer 5808 NC Highway 65 Reidsville, NC 27320 5808 NC Highway 65 Not sent ----Potable ---800 - 1,000 / southwest No No water account / No one home during
reconnaissance
WSW-13 176822 Iris J. Sharpe 913 Onslow Drive Greensboro, NC 27408 114 Will Tom Lane Not sent ------Potable ---------1,010 / southwest Yes No water account / No one home during
reconnaissance
169175 Randal Scott Ward 110 Ralph E. Road Reidsville, NC 27320 110 Ralph E. Road Not sent ------Municipal water ---------800 - 1,000 / southwest No Active water account; no one home
during reconnaissance
Notes:
ft. bgs - Feet Below Ground Surface
Property address information obtained from Rockingham County GIS Website and area reconnaissance by S&ME on November 15, 2018.
S&ME Project No. 4305-18-201
WATER SUPPLY WELL INFORMATION
Moore's Exxon (Incident No.: 30199, UST No.: 1024)
5891 NC Highway 65, Reidsville, Rockingham County, North Carolina
TABLE 5
Facility ID No.: 00-0-0000018409 Revision date: December 6, 2018
Well ID Parcel
Number Owner Name Owner Mailing Address City, State, Zip Code Property Address Form Returned
Undelivered
Survey
Returned
Reported Water
Well On Property Well Use and Drinking Water Source Casing
Depth (ft)
Well
Depth (ft)Date Installed Approximate Distance (ft) /
Direction from source area
Apparent Well
Structure
Observed
Comment
WSW-1 129719 Kenneth Howard Capps 5881 NC Highway 65 Reidsville, NC 27320 5881 NC Highway 65 No No -Inactive / Municipal Water ---135 / east northeast Yes ---
WSW-2 170293 Thomas R. Moore 226 Ralph E Road Reidsville, NC 27320 5897 NC Highway 65 No Yes Yes Drinking ---150 / northeast Yes ---
WSW-3 129689 Ian E. Boles 5894 NC Highway 65 Reidsville, NC 27320 5894 NC Highway 65 No No -Inactive / Municipal Water ---240 / southeast Yes Interviewed owner/resident Ian Boles
WSW-4 176822 Iris J. Sharpe 913 Onslow Drive Greensboro, NC 27408 5912 NC Highway 65 No Yes Yes Drinking ---240 / south southwest Yes Rental property
WSW-5 129720 Frances Ross Myers 5871 NC Highway 65 Reidsville, NC 27320 5871 NC Highway 65 No No -Irrigation / Municipal Water ---375 / northeast Yes ---
WSW-6 170294 Amanda Moore, Michael Moore 5903 NC Highway 65 Reidsville, NC 27320 5901 NC Highway 65 No No -Potable ---200 / north northwest Yes Rental property
WSW-7 129693 Michael Moore, Amanda Moore 5903 NC Highway 65 Reidsville, NC 27320 5903 NC Highway 65 Not sent ----Potable ---630 / north northwest No Interviewed Michael Moore
WSW-8
167600 Brian Ross 142 Huffines Mill Road Reidsville, NC 27320 142 Huffines Mill Road
Not sent ----Potable
Also serves 138 Huffines Mill Rd.---1,025 / northeast Yes Interviewed Douglas Ross;
owner/resident of 138 Huffines Mill Rd.
WSW-9 129715 Bethany Civic Center, Inc.517 Barham Road Reidsville, NC 27320 5876 NC Highway 65 No No -Potable ---510 / south southeast Yes non-residential / no water account
WSW-10 175638 Barbara M. Tickle 227 Ralph E Road Reidsville, NC 27320 227 Ralph E Road Not sent ----Potable --->1,100 / northwest No -
WSW-11
176822 Iris J. Sharpe 913 Onslow Drive Greensboro, NC 27408 5958 NC Highway 65
Not sent ----Potable ---690 / southwest Yes
No water account/ Interviewed resident
sharing well from across NC 65 from the
well.
WSW-12 129718 Gerald E. Archer 5808 NC Highway 65 Reidsville, NC 27320 5808 NC Highway 65 Not sent ----Potable ---800 - 1,000 / southwest No No water account / No one home during
reconnaissance
WSW-13 176822 Iris J. Sharpe 913 Onslow Drive Greensboro, NC 27408 114 Will Tom Lane Not sent ------Potable ---------1,010 / southwest Yes No water account / No one home during
reconnaissance
169175 Randal Scott Ward 110 Ralph E. Road Reidsville, NC 27320 110 Ralph E. Road Not sent ------Municipal water ---------800 - 1,000 / southwest No Active water account; no one home during
reconnaissance
Notes:
ft. bgs - Feet Below Ground Surface
Property address information obtained from Rockingham County GIS Website and area reconnaissance by S&ME on November 15, 2018.
S&ME Project No. 4305-18-201
WATER SUPPLY WELL INFORMATION
Moore's Exxon (Incident No.: 30199, UST No.: 1024)
5891 NC Highway 65, Reidsville, Rockingham County, North Carolina
TABLE 5
Appendices
Appendix I – Photo Log
Draft Receptor Survey Update and Groundwater Monitoring Report
Moore’s Exxon, Incident # 30199
5891 NC Highway 65, Reidsville, Rockingham County, NC
S&ME Project No. 4305-18-201
December 7, 2018 i
Date: 8/23/2009 Photographer: L.Butler Location / Orientation From MW-2, in foreground, facing northeast.
Remarks MW-1/TW-1 located behind current UST basing to left.
Date: 8/23/2009 Photographer: L. Butler Location / Orientation From MW-3, in foreground, facing northwest.
Remarks MW-1/TW-1 located behind dispenser island.
Appendix II – Receptor Survey Documentation
Appendix III – Water Supply Well Permission Forms and Field
Sampling Forms
Appendix IV – Laboratory Analytical Report and Chain of Custody
Form
Page 1 of 41
Table of Contents
Table of Contents
Sample Summary 3
Hits Only Report 4
Case Narrative 6
Sample Results 7
18K0967-01 7
18K0967-02 10
18K0967-03 13
18K0967-04 16
18K0967-05 19
18K0967-06 22
18K0967-07 25
Sample Preparation Information 27
QC Data 28
Volatile Organic Compounds by GC/MS 28
B217982 28
Drinking Water Organics EPA 504.1 32
B218104 32
Dual Column RPD Report 33
Flag/Qualifier Summary 36
Certifications 37
Chain of Custody/Sample Receipt 39
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