MO-7773_36396_CA_NTCP_20240119

Speedway, LLC
500 Speedway Drive
Enon, Ohio 45323
Phone: [phone]
New Technology
Cleanup Plan
Former Speedway Store No. 7971
1343 Rock Barn Road
Conover, Catawba County, North Carolina
Incident No. 36396
Project No. 60690569
January 18, 2024
AECOM ii
Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
Quality Information
Prepared by Reviewed by
Brett G. Schaefer, PE
Project Manager
[e-mail]
Erik Riegel
Environmental Scientist
[e-mail]
Reviewed by
Marie Treiber
Regional Senior Project Manager
[e-mail]
Prepared for:
Speedway, LLC
500 Speedway Drive
Enon, Ohio 45323
Phone: [phone]
Prepared by:
AECOM Technical Services of North Carolina, Inc.
6000 Fairview Road, Suite 200
Charlotte, North Carolina 28210
Phone: [phone]
aecom.com
Copyright © 2023 by AECOM
All rights reserved. No part of this copyrighted work may be reproduced, distributed, or transmitted in any form or by
any means without the prior written permission of AECOM.
AECOM iii
Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
Professional Certification Page
I, Brett G. Schaefer, a Licensed Engineer for AECOM Technical Services of North Carolina, Inc., do certify that the
information contained in this report is correct and accurate to the best of my knowledge.
_________________________________
Brett G. Schaefer, PE
AECOM Technical Services of North Carolina, Inc.
AECOM Technical Services of North Carolina, Inc. is licensed to practice engineering in North Carolina. The certification
number of the company or corporation is F-0458.
AECOM iv
Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
Table of Contents
1 Introduction .................................................................................................................................................. 1
2 Site Background Information......................................................................................................................... 2
2.1 Site Identification ............................................................................................................................... 2
2.2 Contact Information ........................................................................................................................... 2
2.3 Information about the Release ........................................................................................................... 2
3 Site History and Characterization .................................................................................................................. 4
3.1 Underground Storage Tank Systems .................................................................................................. 4
3.2 Aboveground Storage Tank Systems.................................................................................................. 4
3.3 Historical Releases ............................................................................................................................ 4
3.4 Site Characteristics ........................................................................................................................... 4
3.4.1 Zoning/Receptor Information ................................................................................................... 4
3.4.2 Site Geology and Hydrogeology .............................................................................................. 4
4 Receptor Information .................................................................................................................................... 5
4.1 Water Supply Wells ........................................................................................................................... 5
4.1.1 Private Water Supply Wells ..................................................................................................... 5
4.1.2 Public Water Systems ............................................................................................................. 5
4.2 Surface Water ................................................................................................................................... 5
4.3 Wellhead Protection Areas ................................................................................................................. 5
5 Summary of Remedial Activities Performed to Date ....................................................................................... 6
6 Proposed Alternative Remedial Method ........................................................................................................ 7
6.1 Selection of Remedial Technology...................................................................................................... 7
6.2 Applicability of Surfactant Enhanced MMPE Events ............................................................................ 7
7 Implementation of the Proposed Remediation Method ................................................................................... 8
7.1 Underground Injection Control Permit Acquisition ............................................................................... 8
7.2 Performing Surfactant Enhanced MMPE Events ................................................................................. 8
7.3 Costs for Implementation/Schedule .................................................................................................... 8
8 References .................................................................................................................................................. 9
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Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
Figures
Figure 1 :Site Location Map
Figure 2 :Site Plan
Figure 3:LNAPL Plume – Pre-MMPE Event
Figure 4:LNAPL Plume – Post-MMPE Event
Tables
Table 1 :Historical Groundwater Elevation Table
Appendices
Appendix A:IveySol#103 Brochure/Case Studies
AECOM 1
Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
1 Introduction
As required by the NCDEQ, AECOM Technical Services of North Carolina, Inc. (AECOM) on behalf of Speedway LLC
(Speedway) has prepared this Groundwater Monitoring Report for former Speedway Store No. 7971 (Site), located at
1343 Rock Barn Road, Conover, Catawba County, North Carolina.Figure 1 shows the Site location and Figure 2
details the Site plan.
The site is currently in use as a non-Speedway truck stop, convenience store and retail petroleum dispensing facility,
and operates two 20,000-gallon diesel fuel underground storage tanks (USTs), one 12,000-gallon regular unleaded
gasoline UST, and one 10,000-gallon premium unleaded gasoline UST.
There are two separate releases (gasoline and diesel fuel) associated with this facility. The gasoline release was
reported in September 2007 and the diesel fuel release was reported in January 2010. A Corrective Action Plan
(CAP) proposing air sparge/ vapor extraction (AS/VE) for the gasoline release was prepared in October 2009 and
implemented thereafter but did not address the diesel fuel release since the release had not been discovered at that
time. An initial New Technology Cleanup Plan (NTCP) proposing mobile multi-phase extraction (MMPE) in
conjunction with monitored natural attenuation (MNA) of groundwater was prepared and approved for the diesel fuel
release in August 2010. A total of twenty-four MMPE events were conducted at the site following approval of the
NTCP, with several of the event times split between the diesel fuel and gasoline release areas. The North Carolina
State Trust Fund then indicated that the total costs of MMPE events had approached the purchase price of a dual
phase extraction (DPE) system and, therefore, the Trust Fund would no longer authorize additional rental costs. As a
result, a subsequent NTCP was prepared and approved for the installation of a mobile DPE system to address both
the gasoline and diesel fuel releases.
A mobile DPE system was installed at the site and started for the first time on November 2, 2018, to address both the
gasoline and diesel fuel releases.
In July 2022, AECOM took over remediation responsibilities for the Site and began procedures for restarting the
system. The DPE system was in the off-cycle stage when the site transition from MAA to AECOM occurred in
June/July 2022. In November 2022 the DPE system was restarted, and regular operation and maintenance (O&M)
activities were performed by AECOM staff.
Since August 2023, the DPE system has been shut down due to poor DPE performance. In lieu of the poor DPE
system performance and lack of LNAPL recovery, a MMPE event was scheduled for September 18 through 22, 2023
to target monitoring wells with significant apparent LNAPL thicknesses. The MMPE activities resulted in the recovery
of an estimated 80 gallons of LNAPL as liquid and 19.59 gallons of LNAPL as vapors. This recovery effort warranted
a review of the remedial technologies used to target the subsurface LNAPL plume on site.
This NTCP has been prepared to evaluate the surfactant injection with subsequent MMPE events as an alternative
remedial technology for the LNAPL plume onsite.
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Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
2 Site Background Information
The following sections provide site background and contact information.
2.1 Site Identification
– Date of Incident Report:September 20, 2007
– Facility ID: 0-034426 Incident Number: 36396
– Site Rank:High
– Site Name:Speedway Store No. 7971
– Site Street Address:1343 Rock Barn Road
– City/Town: Conover Zip Code: 28613 County: Catawba
– Description of Geographical Data Point (e.g., dispenser): Site Property
– Location Method (global positioning system, topographical map, other): Google Earth
– Latitude (decimal degrees): 35.7213 °, Longitude (decimal degrees): -81.1893 °
2.2 Contact Information
– Former UST Owner: Speedway LLC.
Address: 500 Speedway Drive, Enon, Ohio 45323 Telephone: [phone]
– Former UST Operator: Speedway LLC.
Address: 500 Speedway Drive, Enon, Ohio 45323 Telephone: [phone]
– Property Owner: PFJ Southeast LLC.
Address: PO Box 54710, Lexington, Kentucky 40555 Telephone: [phone]
– Property Occupant: PFJ Southeast LLC.
Address: PO Box 54710, Lexington, Kentucky 40555 Telephone: [phone]
 Consultant/Contractor: AECOM
Address: 6000 Fairview Road, Suite 200,
Charlotte, North Carolina 28210 Telephone: [phone]
– Analytical Laboratory: Pace Analytical
State Certification No. 5342
Address: 9800 Kincey Avenue, Suite 100,
Huntersville, North Carolina 28078 Telephone: [phone]
2.3 Information about the Release
On September 20, 2007, gasoline was observed leaking from an unleaded gasoline line within a containment sump
during a routine compliance inspection. The damaged line was repaired and WilcoHess (owner/operator at the time)
replaced all UST containment sumps, underground product lines and dispenser sumps. A 24-hour Release and UST
Leak Reporting Form was submitted to the NCDEQ, Division of Waste Management (DWM), UST Section, Winston-
Salem Regional Office on September 20, 2007, and the site was assigned incident number 36396.
In January 2010, diesel fuel LNAPL was detected for the first time in monitoring well MW-3, which is located near the
truck diesel fuel dispensers. Since then, the extent of the diesel fuel LNAPL plume has expanded to include several
additional monitoring wells.
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Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
On July 6, 2020, Pilot (the current operator of the store) reported a release of diesel fuel from Dispenser #18 to
NCDEQ. LNAPL was present in the under-dispenser containment (UDC) and it was determined that the source of the
fuel was a leaking meter. The UDC did not pass subsequent hydrostatic testing. It is un-known how long the meter
was leaking, but NCDEQ has determined that this release is considered commingled with the existing diesel release,
Incident number 36396.
On March 13, 2023, Pilot contracted with Southern Pump and Tank Company to repair a leaking flex line within the
tank #3 auto diesel submersible turbine pump (STP) containment sump. On March 17, 2023, Pilot reported a failed
hydrostatic test on tank #3 auto diesel line STP sump. In April 2023 a site check was performed with advancement of
soil boring in the vicinity of tank #3. Soil samples were collected for TPH-DRO/GRO and indicated concentrations
were not reported above state standards. A Site Check report was submitted by ATC Associates of North Carolina,
P.C. for Pilot on May 4, 2023. On June 22, 2023, a Notice of No Further Action was issued to Pilot to the response of
the Site Check conducted for the failed hydrostatic test of the diesel STP sump in March of 2023.
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Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
3 Site History and Characterization
The following sections provide information on the USTs operated at the Site and follows the general outline
established in UST Section Assessment Guidelines (NCDEQ, 2021a), UST Section Corrective Action Guidelines
(NCDEQ, 2021b) and Guidelines for Site Checks, Tank Closure, and Initial Response and Abatement for UST
Releases (NCDEQ, 2021c) using the Comprehensive Tables for Corrective Action Guidelines Tables (NCDEQ, 2022).
3.1 Underground Storage Tank Systems
UST owner operator and other responsible party information are provided in Table 1. A summary of current and
former USTs maintained at the Site is provided below and summarized in Table 2.
According to the Catawba County, North Carolina Geographic Information System (GIS) mapping service, the current
property owner of the subject site is listed as PFJ Southeast LLC. On October 1, 2014, Speedway purchased the site
from WilcoHess.
3.2 Aboveground Storage Tank Systems
No aboveground storage tank systems (ASTs) are currently present on site. Based on available information, no ASTs
have historically been present at the Site.
3.3 Historical Releases
No information on releases other than Incident 36396 is available for this Site.
3.4 Site Characteristics
The location of the Site is shown on a portion of the United States Geological Survey (USGS), Topo USGS 7.5 Minute
Topographic: Newton, NC (2019) digital raster graphic file (Figure 1). The layout of the Site is found on Figure 2. The
Site is currently operational. The Site is occupied by a PFJ convenience store with gasoline and diesel operations.
The site is located at 1343 Rock Barn Road, Conover, North Carolina and is accessed from Rock Barn Road, located
Southeast of the site. Various commercial and residential properties surround the Site.
3.4.1 Zoning/Receptor Information
The Site and adjoining properties are currently zoned Residential and business (Catawba GIS Viewer).
Receptor information for the site was documented in Mid-Atlantic Associates Inc (Mid-Atlantic)’s (Speedway’s former
consultant) May 15, 2008, Phase II Limited Site Assessment (LSA) Report and amended in Mid-Atlantic’s CAP dated
October 8, 2009. A receptor survey update was not completed for this phase of work. For additional details, please
refer to the LSA report and CAP report.
3.4.2 Site Geology and Hydrogeology
Site geology was evaluated based on historic (Mid-Atlantic) and current investigations. The site is located within the
interlayered rocks of the Carolina Inner Piedmont Belt. The site appears to be in a predominantly metamorphic rock
formation described as “Metamorphosed’. In general, the soils encountered at the Site consist of reddish-brown, light
brown, reddish-orange and black silty clays, and clayey silts, generally getting coarser-grained with depth in the first
sixty feet and then become partially weathered rock and bedrock at approximately eighty feet.
Based on the results of the June 2023 gauging event, groundwater flow is to the north, which is generally consistent
with historical groundwater flow.
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Speedway 7971
Conover, NCNew Technology Cleanup Plan January 2024
4 Receptor Information
4.1 Water Supply Wells
The previous consultant (Mid Atlantic) conducted a water supply well survey in 2008 to identify the presence of water
supply wells within a 1,500-foot radius from the Site and is documented in Mid-Atlantic’s May 15, 2008, Phase II LSA
Report and amended in Mid-Atlantic’s October 8, 2009, CAP.
4.1.1 Private Water Supply Wells
It was confirmed that two water supply wells are present within 205 feet of the source areas of the releases, one used
for drinking (user has municipal connection used for everything but drinking water), and one reportedly not in use.
Seven wells were identified between 250 and 1,000, one for drinking, three used for irrigation or cleaning, and three
not in use. And five wells were identified between 1,000 and 1,500 feet of the source areas three of unknown use,
one for drinking, and one for irrigation. For additional details, please refer to the LSA report and CAP report.
4.1.2 Public Water Systems
The Site obtains water from the Conover’s municipal water-supply system, which purchases water from the City of
Hickory drawing water from Lake Hickory on the Catawba River (Conover, 2021).
Based on currently available information, the properties surrounding the Site receive their municipal water supplies
through buried piping that runs beneath the streets and highway easements. A portion of Banner Road according to
Conover’s public works department do not receive service after where the line ended at 102 Banner Road.
4.2 Surface Water
No surface water was observed on the Site. The nearest off-site surface water is an unnamed tributary of Mull Creek
located approximately 1,300 feet to the southwest of the Site. However, drainage from the site appears to be to
generally to the northwest towards an unnamed tributary of Lyle Creek. This unnamed tributary is located
approximately 2,200 feet north of the source area of the release.
4.3 Wellhead Protection Areas
According to the NCDEQ Well Head Protection website, last updated in July 2022, there are no approved wellhead
protection plans located in Catawba County.
AECOM 6
5 Summary of Remedial Activities Performed to Date
Prior to AECOM, Mid Atlantic Associates Inc. (MAA) was Speedway’s environmental consultant and they performed
Initial Abatement Actions in 2007 removing approximately 408.63 tons of contaminated soil (MAA, 2015). During
2009 and 2010, MAA performed LNAPL recovery activities by hand bailing and MMPE events. A Corrective Action
Plan (CAP) proposing air sparge/vapor extraction (AS/VE) for the gasoline release was prepared in October 2009
and implemented thereafter but did not address the diesel fuel release since the release had not been discovered at
that time. An initial New Technology Cleanup Plan (NTCP) proposing MMPE in conjunction with monitored natural
attenuation (MNA) of groundwater was prepared and approved for the diesel fuel release in August 2010. A total of
twenty-four MMPE events were conducted at the site following approval of the NTCP, with several of the event times
split between the diesel fuel and gasoline release areas. The North Carolina State Trust Fund then indicated that the
total costs of MMPE events had approached the purchase price of a dual phase extraction (DPE) system and,
therefore, the Trust Fund would no longer authorize additional rental costs. As a result, a subsequent NTCP was
prepared and approved for the installation of a mobile DPE system to address both the gasoline and diesel fuel
releases. A mobile DPE system was installed at the site and started for the first time on November 2, 2018, to
address both the gasoline and diesel fuel releases. The DPE system operated with a six month on/off cycle up to
July 2022. The DPE system was in the off-cycle stage when the site transition from MAA to AECOM occurred in
June/July 2022.
In July 2022, AECOM, as Speedway’s consultant, began procedures for restarting the system. In November 2022
the DPE system was restarted, and regular operation and maintenance (O&M) activities were performed by AECOM
staff. The system maintained a continuous operation from November 2022 to August 2023, but was plagued with
frequent shutdowns and poor LNAPL recovery.
To date, a total of 506,157.39 gallons of groundwater was treated with a total operating time for the DPE pump of
13,383.80 hours. During AECOM’s tenure with DPE system O&M activities (November 2022 to August 2023) a total
of 116,861.39 gallons of water passed through the DPE system with little (unmeasurable) observed LNAPL and a
calculated 0.16 pounds of BTEX vapors recovered at the air stack. The system has remained off since August 2023.
The LNAPL plumes within the diesel and gasoline areas continue to exist despite the installation and operation the
DPE system. The results of the September 2023 MMPE event and the poor recovery results of the DPE system
indicated that the DPE was not sufficiently designed to target the plume in its current state. The DPE system was
installed on the edges of the delineated LNAPL plume in the diesel area and does not address the LNAPL plume in
the gasoline area. The operation of the DPE system as designed could not achieve its goals and modifications to the
system may only provide a slight increase in diesel area LNAPL recovery. A separate system would need to be
installed to address the gasoline area LNAPL. From 2009 to 2015 hand bailing and MMPE events have shown
success in recovering a combined total of 1,777 gallons of LNAPL from both areas. Based on reviews of the previous
consultant’s reports, no observable LNAPL was identified within the DPE system’s external storage tank and
approximately 13.54 gallons of LNAPL was removed as vapor from August 2021 to February 2022. From November
2022 to August 2023 no observable LNAPL was identified in the external storage tank and 0.02 gallons of LNAPL as
vapor was recovered during O&M period.
AECOM 7
6 Proposed Alternative Remedial Method
The LNAPL plume in the diesel and the gasoline dispenser areas continue to impact the site with maximum apparent
thicknesses of 1.19 feet (MW-25; diesel dispenser area) and 4.33 feet (MW-1R; gasoline dispenser area) recorded
during the September 2023 sampling event. These measurements were collected 30 days following the MMPE on
MW-3R, MW-22, MW-25, and MW-27. Pre-MMPE LNAPL gauging from those wells indicated a maximum apparent
LNAPL of 13.35 feet in MW-3R. The success of the MMPE event indicated that targeting LNAPL wells directly with
MMPE events rather than indirectly through less effective DPE wells along the edge of the plumes can be a more
viable option to recover LNAPL. Adding surfactant to the MMPE can aid with the recovery of LNAPL by making the
sorbed and free LNAPL more miscible with the groundwater for ease of extraction.
Figure 3 and Figure 4 detail the LNAPL plumes prior to the September 2023 MMPE event and 30 days after the
MMPE event, respectively.
Further evaluation of the proposed remedy is discussed in the following sections.
6.1 Selection of Remedial Technology
AECOM proposes using surfactant enhanced MMPE events to target each well containing measurable (and
historical) LNAPL. The proposed surfactant will be IveySol#103 which will be used in conjunction with MMPE events
to increase LNAPL recovery by making the LNAPL more readily available from sorbed material within the subsurface.
By injecting the IveySol#103 in each well and allowing a minimum of 12 hours of contact time, sorbed and free
LNAPL will be readily available for MMPE recovery activities. The contact time between the free and sorbed LNAPL
and IveySol#103 makes the LNAPL more hydrophilic thus allowing for easier recovery of harder to remove sorbed
LNAPL and will lead to less rebound of LNAPL during future gauging events. Additional information related to
IveySol#13 technology along with case studies is included as Appendix A.
6.2 Applicability of Surfactant Enhanced MMPE Events
As discussed in Section 5, MMPE events along with hand bailing activities have recovered more LNAPL than the
operation of the DPE system for approximately 1.5 years based on the observed system runtime hours. During the
same 1.5 years over 500,000 gallons of water passed through the DPE system with only 13.56 gallons of vapor
recovered (based on effluent air samples collected for volatile organic compounds) and no observable LNAPL was
recorded in the external storage tank.
The September 2023 MMPE recovered 19.59 gallons of LNAPL as vapor and 80 gallons of LNAPL as liquid in 96
hours of operation. The addition of surfactant will increase the sorbed and desorbed LNAPL miscibility allowing it to
flow with the groundwater for easier recovery by vacuum extraction. The increased miscibility of the sorbed LNAPL
within the smear zone and groundwater table will increase the amount of trapped LNAPL thus reducing the possibility
for rebound after the MMPE event is complete. Subsequent groundwater sampling and LNAPL gauging events will
monitor the LNAPL rebound. Analysis of the data following the injection/MMPE activities and LNAPL gauging events
will determine the need for additional injection/MMPE or single MMPE events.
The advantages of performing Surfactant Enhanced MMPE Events:
 IveySol#103 can increase the miscibility of trapped and free LNAPL for ease of recovery by vacuum
extraction.
The IveySol#103 injectate increases biodegradation of contaminants of concern within the groundwater;
thus, increasing in-situ biological remediation following injection activities.
 MMPEs directly target the LNAPL wells and have a radius of influence enabling additional plume recovery
within the middle of the plume instead of along the edge of the plume seen with the DPE system design.
 MMPEs simultaneously remediate soil and groundwater within the monitoring well’s immediate vicinity
reducing chances for LNAPL rebound.
 Recovery of contaminants of concern is greatly increased with the surfactant/MMPE combination.
AECOM 8
7 Implementation of the Proposed Remediation Method
7.1 Underground Injection Control Permit Acquisition
Upon approval of this NTCP AECOM, on behalf of Speedway, will request an Underground Injection Control (UIC)
Permit and complete all required steps to receive the necessary approvals for injection of the IveySol#103 in the
targeted monitoring wells. This will be required prior to the start of the proposed remediation activities.
7.2 Performing Surfactant Enhanced MMPE Events
AECOM, on behalf of Speedway, and its subcontractor propose the following approach to addressing the LNAPL
plumes onsite and will occur over a two week period.
Diesel Area Plume:
AECOM’s subcontractor (Advanced Environmental Services, Inc. [Advanced]) will perform the IveySol#3
injection and the MMPE event on monitoring wells MW-3R, MW-22, MW-25, and MW-27 over a four day period. On
day one a MMPE event will run for approximately 20 hours. On day two, the MMPE will stop and approximately 920
gallons of the IveySol#103 (4% solution) will be injected in the four previously mentioned monitoring wells. The
injection will run for 8 to 12 hours followed by at least 12 hours of contact time of the surfactant within each
monitoring well followed by day four with approximately 24 hour MMPE operation on all four monitoring wells.
Prior to the day one MMPE, AECOM will perform a site wide LNAPL/groundwater gauging event. On the
final day of the surfactant enhanced MMPE event, AECOM will perform an additional site wide gauging event.
Gasoline Area Plume:
Advanced will perform the IveySol#3 injection and the MMPE event on MW-1R, and MW-14R over a four
day period. On day one a MMPE event will run for approximately 20 hours. On day two, the MMPE will stop and
approximately 460 gallons of the IveySol#103 (4% solution) will be injected in the two previously mentioned
monitoring wells. The injection will run for 8 to 12 hours followed by at least 12 hours of contact time of the surfactant
within each monitoring well followed by day four with approximately 24 hour MMPE operation on all four monitoring
wells.
Prior to the day one MMPE, AECOM will perform a site wide LNAPL/groundwater gauging event. On the
final day of the surfactant enhanced MMPE event, AECOM will perform an additional site wide gauging event.
Post Activities Comprehensive Groundwater Sampling Event:
AECOM will perform a comprehensive approximately 30 days after the conclusion of the diesel area plume and
gasoline area plume surfactant enhanced MMPE events. Data from all events will be evaluated, and analysis of the
site activities will be provided in a groundwater monitoring report.
7.3 Costs for Implementation/Schedule
AECOM has received a quote from Advanced Environmental Services, Inc. for the injection of IveySol#103 and
MMPE events (one event will be performed in the Diesel Plume Area and one event will be performed in the Gasoline
Plume Area). Upon approval of this NTCP AECOM , on behalf of Speedway,will complete a Pre-Approval
Authorization Form for all costs associated with the proposed remediation event including costs for the UIC permit,
subcontractor costs, and subsequent groundwater monitoring activities.
AECOM will schedule the proposed remediation activities as soon as possible following NC Trust Fund approval of
this NTCP and acquisition of the UIC permit. The NCDEQ Incident Manager shall be notified of the schedule of all
activities.
AECOM 9
8 References
NCDEQ, 2021a. UST Section Assessment Guidelines. effective January 19, 2021.
NCDEQ, 2021b. UST Section Corrective Action Guidelines. effective January 19, 2021.
NCDEQ, 2021c. Guidelines for Site Checks, Tank Closure, and Initial Response and Abatement for UST Releases.
Change 11, effective May 17, 2021.
NCDEQ, 2022. Comprehensive Tables for Corrective Action Guidelines Tables. Effective September 7, 2022.
Mid-Atlantic Associates, 2008. Phase II LSA Report. May 15, 2008.
Mid-Atlantic Associates, 2015. New Technology Cleanup Plan. December 22, 20215.
Mid-Atlantic Associates, 2018. Corrective Action Plan. September 25, 2018.
Mid-Atlantic Associates, 2022. Groundwater Monitoring Report. February 27, 2022.
Conover, 2021. 2021 Annual Drinking Water Quality Report, City of Conover,
https://www.conovernc.gov/vertical/sites/%7BBAB0D760-E669-4331-9C22-
9FB14833B6B9%7D/uploads/2021_Annual_Drinking_Water_Quality_Report_-_____.pdf, accessed
September 29, 2022.
Figures
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SITE LOCATION
I. DUMITRUJULY 2023
SITE LOCATION MAP FIGURE 1
Source: Topo USGS 7.5 Minute Topographic Map
Quadrangle: Newton, NC
Copyright: 2019 National Geographic Society
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E. RIEGEL
Former Speedway Store
#7971 1343 Rock Barn Road
Conover, North Carolina
60690569
Speedway LLC.
Former Speedway
Store #7971
R o c k B a r n R o a d N o r t h e a s t
Tank Field
Vent Pipes
Diesel Canopy
& Pump Islands
Gasoline Canopy
& Pump Islands
CA
T

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Concrete Pad
Concrete PadFormer
Pump
Island
Truck Parking
MW-6
MW-24
MW-23R
MW-21
MW-20
MW-19
MW-18MW-22
MW-26
MW-27
MW-28
MW-17
MW-16
MW-9 MW-10D
MW-2
MW-13
MW-8
MW-14R MW-11D
MW-7 MW-12
MW-5
MW-4MW-4
MW-3RMW-25
MW-1R
MW-6
MW-15
VE-OW-2
SCALE IN FEET:
40 400
DATE:DRAWN BY:REVIEWED BY:PROJECT NO.:
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N
I. DUMITRU E. RIEGEL
FIGURE 2
SITE PLAN
LEGEND
NOTE: ALL MAP FEATURES ARE APPROXIMATE
IN SCALE AND LOCATION.
Former Speedway Store
#7971 1343 Rock Barn Road
Conover, North Carolina
60690569
Speedway LLC.
Approximate Property Boundary
Fence
Product Dispenser
#1, #2
#3
#4
Underground Storage Tank
20,000-Gal. Diesel USTs
12,000-Gal. RUL Gasoline UST
10,000-Gal. PUL Gasoline UST
Product Piping
Overhead Wire
Buried Electric Line
Buried Telephone Line
Water Line
Sanitary Sewer
Utility Pole / Power Pole
Light Post / Traffic Light
Fire Hydrant
Monitoring Well
Vapor Extraction Pilot Test Well
Monitoring Well (Deep)
Recovery Well
JULY 2023
MW-6
Former
Speedway
Store #7971
R o c k B a r n R o a d N o r t h e a s t
Vent Pipes
MW-24
MW-23R MW-21
MW-20
MW-19MW-18
MW-26
MW-27
MW-28 MW-16
MW-9 MW-10D
MW-2
MW-13
MW-8
MW-14R
MW-15
MW-11D
MW-7
MW-12
MW-5
Diesel Canopy
& Pump Islands
Gasoline Canopy
& Pump Islands
CA
T

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c
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l
e
Concrete Pad
Concrete PadFormer
Pump
Island
Truck Parking
MW-4
MW-3MW-25 MW-4
MW-3RMW-25
MW-1R
VE-OW-2
MW-27
MW-6
MW-22
MW-17
SCALE IN FEET:
40 400
DATE:DRAWN BY:REVIEWED BY:PROJECT NO.:
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N
B. SCHAEFEROCTOBER 2023 E. RIEGEL
FIGURE 3FREE PRODUCT DELINEATION MAP
SEPTEMBER 2023
LEGEND
ND
Apparent Free Product Thickness (Ft)
NOTE: ALL MAP FEATURES ARE APPROXIMATE
IN SCALE AND LOCATION.
1343 Rock Barn Road
Conover, North Carolina
60690569
Speedway LLC.
NM
Free Product Not Detected
Approximate Property Boundary
Fence
Product Dispenser
#1, #2
#3
#4
Underground Storage Tank
20,000-Gal. Diesel USTs
12,000-Gal. RUL Gasoline UST
10,000-Gal. PUL Gasoline UST
Product Piping
Overhead Wire
Buried Electric Line
Buried Telephone Line
Water Line
Sanitary Sewer
Utility Pole / Power Pole
Light Post / Traffic Light
Fire Hydrant
Monitoring Well
Monitoring Well (Deep)
NM
NM
13.65
ND
3.032.51
6.09
7.83
Not Measured
Vapor Extraction Pilot Test Well
Recovery Well1 ft
5 ft
10

f
t
Former Speedway Store #7971
MW-6
Former
Speedway
Store #7971
R o c k B a r n R o a d N o r t h e a s t
Vent Pipes
MW-24
MW-23R MW-21
MW-20
MW-19MW-18
MW-26
MW-27
MW-28 MW-16
MW-9 MW-10D
MW-2
MW-13
MW-8
MW-14R
MW-15
MW-11D
MW-7
MW-12
MW-5
Diesel Canopy
& Pump Islands
Gasoline Canopy
& Pump Islands
CA
T

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c
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l
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Concrete Pad
Concrete PadFormer
Pump
Island
Truck Parking
MW-4
MW-3MW-25 MW-4
MW-3RMW-25
MW-1R
VE-OW-2
MW-27
MW-6
MW-22
MW-17
SCALE IN FEET:
40 400
DATE:DRAWN BY:REVIEWED BY:PROJECT NO.:
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N
B. SCHAEFEROCTOBER 2023 E. RIEGEL
FIGURE 4LNAPL DELINEATION MAP
OCTOBER 2023
LEGEND
ND
Apparent Free Product Thickness (Ft)
NOTE: ALL MAP FEATURES ARE APPROXIMATE
IN SCALE AND LOCATION.
Former Speedway Store #7971
1343 Rock Barn Road
Conover, North Carolina
60690569
Speedway LLC.
NM
Free Product Not Detected
Approximate Property Boundary
Fence
Product Dispenser
#1, #2
#3
#4
Underground Storage Tank
20,000-Gal. Diesel USTs
12,000-Gal. RUL Gasoline UST
10,000-Gal. PUL Gasoline UST
Product Piping
Overhead Wire
Buried Electric Line
Buried Telephone Line
Water Line
Sanitary Sewer
Utility Pole / Power Pole
Light Post / Traffic Light
Fire Hydrant
Monitoring Well
Monitoring Well (Deep)
NM0.43
4.33
ND
0.18
1.19
7.83
Not Measured
Vapor Extraction Pilot Test Well
Recovery Well
0.89
1.17
1 ft 0.1 ft
4 ft0.4 ft
Tables
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
MW-1 04/03/08 100.00 --0.00 28.25 --71.75
MW-1 05/02/08 100.00 --0.00 28.51 --71.49
MW-1 08/13/08 100.00 --0.00 28.16 --71.84
MW-1 12/12/08 100.00 29.11 0.58 29.69 29.27 70.73
MW-1 05/05/09 100.00 27.31 1.50 28.81 27.72 72.29
MW-1 01/25/10 100.00 23.97 2.21 26.18 24.57 75.43
MW-1 02/02/10 100.00 --------
MW-1 04/19/10 100.00 22.61 2.88 25.49 23.39 76.61
MW-1 05/03/10 100.00 22.95 0.05 23.00 22.96 77.04
MW-1 05/26/10 100.00 22.37 0.05 22.42 22.38 77.62
MW-1 08/05/10 100.00 21.61 0.03 21.64 21.62 78.38
MW-1 11/11/10 100.00 22.69 0.13 22.82 22.73 77.27
MW-1 02/15/11 100.00 23.99 1.08 25.07 24.28 75.72
MW-1 05/10/11 100.00 23.52 0.51 24.03 23.66 76.34
MW-1 11/29/11 100.00 25.94 0.65 26.59 26.12 73.88
MW-1 04/30/12 100.00 26.14 0.58 26.72 26.30 73.70
MW-1 11/08/12 100.00 26.66 0.55 27.21 26.81 73.19
MW-1 05/08/13 100.00 25.34 0.37 25.71 25.44 74.56
MW-1 11/19/13 100.00 23.27 0.27 23.54 23.34 76.66
MW-1 05/28/14 100.00 22.12 0.02 22.14 22.13 77.87
MW-1 12/17/14 100.00 24.20 0.66 24.86 24.38 75.62
MW-1 06/03/15 100.00 24.38 0.32 24.70 24.47 75.53
MW-1 12/28/15 100.00 24.74 0.37 25.11 24.84 75.16
MW-1 04/03/17 100.00 26.14 1.32 27.46 26.50 73.50
MW-1 12/18/17 100.00 25.81 1.65 27.46 26.26 73.74
MW-1 06/26/18 100.00 23.38 2.00 25.38 23.92 76.08
MW-1 08/05/19 100.00 17.54 1.90 19.44 18.05 81.95
MW-1 01/13/20 100.00 20.81 2.87 23.68 21.58 78.42
MW-1 07/27/20 100.00 17.75 0.03 17.78 17.76 82.24
MW-1 03/29/21 100.00 14.98 0.22 15.20 15.04 84.96
MW-1 06/28/21 100.00 16.19 0.22 16.41 16.25 83.75
MW-1 01/04/22 100.00 24.51 0.24 24.75 24.57 75.43
MW-1R 01/14/22 100.00 23.95 0.23 24.18 24.01 75.99
MW-1R 08/17/22 100.00 21.58 2.49 24.07 22.25 77.75
MW-1R 12/05/22 100.00 22.53 3.18 25.71 23.39 76.61
MW-1R 06/27/23 100.00 20.71 2.32 23.03 21.34 78.66
MW-1R 10/11/23 100.00 21.58 4.33 25.91 22.75 77.25
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-2 04/03/08 99.50 --0.00 28.74 --70.76
MW-2 05/02/08 99.50 --0.00 28.94 --70.56
MW-2 08/13/08 99.50 --0.00 29.89 --69.61
MW-2 12/12/08 99.50 --0.00 29.68 --69.82
MW-2 05/05/09 99.50 --0.00 28.32 --71.18
MW-2 01/25/10 99.50 --0.00 25.28 --74.22
MW-2 05/26/10 99.50 --0.00 22.97 --76.53
MW-2 08/05/10 99.50 --0.00 21.64 --77.86
MW-2 11/11/10 99.50 --0.00 23.36 --76.14
MW-2 02/15/11 99.50 --0.00 24.79 --74.71
MW-2 05/10/11 99.50 --0.00 24.52 --74.98
MW-2 11/29/11 99.50 --0.00 26.92 --72.58
MW-2 04/30/12 99.50 --0.00 27.04 --72.46
MW-2 11/08/12 99.50 --0.00 27.49 --72.01
MW-2 05/08/13 99.50 --0.00 26.33 --73.17
MW-2 11/19/13 99.50 --0.00 24.29 --75.21
MW-2 05/28/14 99.50 --0.00 23.33 --76.17
MW-2 12/17/14 99.50 --0.00 25.10 --74.40
MW-2 06/03/15 99.50 --0.00 25.28 --74.22
MW-2 12/28/15 99.50 --0.00 26.45 --73.05
MW-2 04/03/17 99.50 --0.00 27.20 --72.30
MW-2 12/18/17 99.50 --0.00 27.14 --72.36
MW-2 06/26/18 99.50 --0.00 25.31 --74.19
MW-2 08/05/19 99.50 --0.00 19.79 --79.71
MW-2 01/13/20 99.50 --0.00 23.08 --76.42
MW-2 07/27/20 99.50 --0.00 19.21 --80.29
MW-2 03/29/21 99.50 --0.00 17.47 --82.03
MW-2 06/28/21 99.50 --0.00 18.58 --80.92
MW-2 01/03/22 99.50 --0.00 21.41 --78.09
MW-2 08/17/22 99.50 --0.00 23.97 --75.53
MW-2 12/05/22 99.50 --0.00 24.71 --74.79
MW-2 06/27/23 99.50 --0.00 23.40 --76.10
MW-2 10/11/23 99.50 --0.00 23.53 --75.97
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-3 04/03/08 NS 8/13/08 --0.00 32.98 ----
MW-3 05/02/08 NS 8/13/08 --0.00 32.91 ----
MW-3 08/13/08 (est.)--0.00 33.64 --65.58
MW-3 12/12/08 99.22 --0.00 33.81 --65.41
MW-3 05/05/09 99.22 --0.00 31.84 --67.38
MW-3 01/25/10 99.22 27.36 4.28 31.64 27.85 71.37
MW-3 02/02/10 99.22 27.67 1.91 29.58 27.89 71.33
MW-3 04/19/10 99.22 24.93 0.19 25.12 24.95 74.27
MW-3 05/03/10 99.22 24.34 1.58 25.92 24.52 74.70
MW-3 05/26/10 99.22 21.60 1.38 22.98 21.76 77.46
MW-3 08/05/10 99.22 21.79 1.50 23.29 21.96 77.26
MW-3 11/11/10 99.22 27.24 0.08 27.32 27.25 71.97
MW-3 02/15/11 99.22 28.06 0.38 28.44 28.10 71.12
MW-3 05/10/11 99.22 28.15 0.27 28.42 28.18 71.04
MW-3 11/29/11 99.22 31.33 0.57 31.90 31.40 67.82
MW-3 04/30/12 99.22 30.87 0.05 30.92 30.88 68.34
MW-3 11/08/12 99.22 30.60 0.19 30.79 30.62 68.60
MW-3 05/08/13 99.22 30.15 0.10 30.25 30.16 69.06
MW-3 11/19/13 99.22 28.54 0.70 29.24 28.62 70.60
MW-3 05/28/14 99.22 26.72 4.20 30.92 27.20 72.02
MW-3 12/17/14 99.22 29.74 0.99 30.73 29.85 69.37
MW-3 06/03/15 99.22 29.60 0.15 29.75 29.62 69.60
MW-3 12/28/15 99.22 30.61 0.44 31.05 30.66 68.56
MW-3 04/03/17 99.22 30.34 3.26 33.60 30.71 68.51
MW-3 12/18/17 99.22 30.90 3.54 34.44 31.31 67.91
MW-3 06/26/18 99.22 29.12 2.58 31.70 29.42 69.80
MW-3 08/05/19 99.22 23.88 12.16 36.04 25.28 73.94
MW-3 01/13/20 99.22 27.38 10.13 37.51 28.54 70.68
MW-3 07/06/20 99.22 23.10 14.42 37.52 24.76 74.46
MW-3 07/27/20 99.22 21.75 15.76 37.51 23.56 75.66
MW-3 03/29/21 99.22 23.42 7.83 31.25 25.53 73.69
MW-3 06/28/21 99.22 23.48 7.78 31.26 25.58 73.64
MW-3 01/03/22 99.22 28.10 7.25 35.35 30.06 69.16
MW-3R 01/14/22 99.22 27.86 5.35 33.21 29.30 69.92
MW-3R 08/17/22 99.22 26.72 8.81 35.53 29.10 70.12
MW-3R 12/05/22 99.22 26.75 10.14 36.89 29.49 69.73
MW-3R 06/27/23 99.22 24.03 12.89 36.92 27.51 71.71
MW-3R 09/25/23 99.22 24.15 13.65 37.80 27.84 71.38
MW-3R 09/29/23 99.22 --0.00 33.59 --65.63
MW-3R 10/11/23 99.22 26.33 0.89 27.22 26.57 72.65
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-4 04/03/08 NS 8/13/08 --0.00 34.23 ----
MW-4 05/02/08 NS 8/13/08 --0.00 34.22 ----
MW-4 08/13/08 100.10 --0.00 34.81 --65.86
MW-4 12/12/08 100.10 --0.00 34.92 --65.18
MW-4 05/05/09 100.10 --0.00 33.45 --66.65
MW-4 01/25/10 100.10 --0.00 29.88 --70.22
MW-4 05/26/10 100.10 --0.00 23.89 --76.21
MW-4 08/05/10 100.10 --0.00 23.38 --76.72
MW-4 11/11/10 100.10 --0.00 28.70 --71.40
MW-4 02/15/11 100.10 --0.00 29.90 --70.20
MW-4 05/10/11 100.00 --0.00 29.95 --70.05
MW-4 11/29/11 100.00 --0.00 32.69 --67.31
MW-4 04/30/12 100.00 --0.00 32.46 --67.54
MW-4 11/08/12 100.00 --0.00 32.29 --67.71
MW-4 05/08/13 100.00 --0.00 31.62 --68.38
MW-4 11/19/13 100.00 --0.00 30.02 --69.98
MW-4 05/28/14 100.00 --0.00 28.78 --71.22
MW-4 12/17/14 100.00 --0.00 31.16 --68.84
MW-4 06/04/15 100.00 --0.00 31.02 --68.98
MW-4 12/28/15 100.00 --0.00 32.11 --67.89
MW-4 04/03/17 100.00 --0.00 32.63 --67.37
MW-4 12/18/17 100.00 --0.00 32.72 --67.28
MW-4 06/27/18 100.00 --0.00 31.01 --68.99
MW-4 08/05/19 100.00 --0.00 26.42 --73.58
MW-4 01/13/20 100.00 --0.00 28.45 --71.55
MW-4 07/27/20 100.00 --0.00 25.82 --74.18
MW-4 03/29/21 100.00 --0.00 25.02 --74.98
MW-4 06/28/21 100.00 --0.00 24.78 --75.22
MW-4 01/03/22 100.00 --0.00 29.58 --70.42
MW-4 08/17/22 100.00 --0.00 30.05 --69.95
MW-4 12/05/22 100.00 --0.00 30.01 --69.99
MW-4 06/27/23 100.00 --0.00 28.08 --71.92
MW-4 10/11/23 100.00 --0.00 28.59 --71.41
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-5
MW-5 05/02/08 104.19 --0.00 33.82 --70.37
MW-5 08/13/08 104.19 --0.00 32.08 --72.11
MW-5 12/12/08 104.19 --0.00 32.92 --71.27
MW-5 05/05/09 104.19 --0.00 31.43 --72.76
MW-5 01/25/10 104.19 --0.00 28.27 --75.92
MW-5 05/26/10 104.19 --0.00 25.83 --78.36
MW-5 08/05/10 104.19 --0.00 24.95 --79.24
MW-5 11/11/10 104.19 --0.00 26.22 --77.97
MW-5 02/15/11 104.19 --0.00 27.76 --76.43
MW-5 05/10/11 104.19 --0.00 27.03 --77.16
MW-5 11/29/11 104.19 --0.00 29.53 --74.66
MW-5 04/30/12 104.19 --0.00 29.61 --74.58
MW-5 11/09/12 104.19 --0.00 30.09 --74.10
MW-5 05/08/13 104.19 --0.00 28.99 --75.20
MW-5 11/19/13 104.19 --0.00 26.39 --77.80
MW-5 05/28/14 104.19 --0.00 25.11 --79.08
MW-5 12/17/14 104.19 --0.00 27.38 --76.81
MW-5 06/03/15 104.19 --0.00 27.52 --76.67
MW-5 12/28/15 104.19 --0.00 27.55 --76.64
MW-5 04/03/17 104.19 --NM NM NM NM
MW-5 12/19/17 104.19 --0.00 29.55 --74.64
MW-5 06/26/18 104.19 --0.00 27.34 --76.85
MW-5 08/05/19 104.19 --NM NM NM NM
MW-5 01/13/20 104.19 --0.00 23.49 --80.70
MW-5 07/27/20 104.19 --0.00 NM NM NM
MW-5 03/29/21 104.19 --0.00 NM NM NM
MW-5 06/28/21 104.19 --0.00 18.82 --85.37
MW-5 01/03/22 104.19 --0.00 NM NM NM
MW-5 08/17/22 104.19 --0.00 25.58 --78.61
MW-5 12/05/22 104.19 --0.00 26.30 --77.89
MW-5 06/27/23 104.19 --0.00 24.37 --79.82
MW-5 10/11/23 104.19 --0.00 25.84 --78.35
Well did not exist (Installed 5/2/2008)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-6
MW-6 08/13/08 100.62 --0.00 32.82 --67.80
MW-6 12/12/08 100.62 --0.00 33.18 --67.44
MW-6 05/05/09 100.62 --0.00 32.31 --68.31
MW-6 01/25/10 100.62 --0.00 29.70 --70.92
MW-6 05/26/10 100.62 --0.00 27.34 --73.28
MW-6 08/05/10 100.62 --0.00 26.14 --74.48
MW-6 11/11/10 100.62 --0.00 27.39 --73.23
MW-6 02/15/11 100.62 --0.00 28.82 --71.80
MW-6 05/10/11 100.62 --0.00 28.54 --72.08
MW-6 11/29/11 100.62 --0.00 30.52 --70.10
MW-6 04/30/12 100.62 --0.00 30.92 --69.70
MW-6 11/08/12 100.62 --0.00 30.92 --69.70
MW-6 05/08/13 100.62 --0.00 30.57 --70.05
MW-6 11/19/13 100.62 --0.00 28.04 --72.58
MW-6 05/28/14 100.62 --0.00 27.08 --73.54
MW-6 12/17/14 100.62 --0.00 28.94 --71.68
MW-6 06/03/15 100.62 --0.00 29.10 --71.52
MW-6 12/28/15 100.62 --0.00 30.36 --70.26
MW-6 04/03/17 100.62 --0.00 31.10 --69.52
MW-6 12/18/17 100.62 --0.00 30.78 --69.84
MW-6 06/26/18 100.62 --0.00 29.36 --71.26
MW-6 08/05/19 100.62 --0.00 23.58 --77.04
MW-6 01/13/20 100.62 --0.00 25.90 --74.72
MW-6 07/27/20 100.62 --0.00 22.89 --77.73
MW-6 03/29/21 100.62 --0.00 21.54 --79.08
MW-6 06/28/21 100.62 --0.00 21.44 --79.18
MW-6 01/03/22 100.62 --0.00 26.20 --74.42
MW-6 08/17/22 100.62 --0.00 28.07 --72.55
MW-6 12/05/22 100.62 --0.00 27.93 --72.69
MW-6 06/27/23 100.62 --0.00 26.65 --73.97
MW-6 10/11/23 100.62 --0.00 26.68 --73.94
Well did not exist (Installed 8/11/2008)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-7
MW-7 08/13/08 100.39 --0.00 28.83 --71.56
MW-7 12/12/08 100.39 --0.00 30.05 --70.34
MW-7 05/05/09 100.39 --0.00 28.60 --71.79
MW-7 01/25/10 100.39 --0.00 25.41 --74.98
MW-7 05/26/10 100.39 --0.00 23.35 --77.04
MW-7 08/05/10 100.39 --0.00 22.69 --77.70
MW-7 11/11/10 100.39 --0.00 23.78 --76.61
MW-7 02/15/11 100.39 --0.00 25.25 --75.14
MW-7 05/10/11 100.39 --0.00 24.52 --75.87
MW-7 11/29/11 100.39 --0.00 26.94 --73.45
MW-7 04/30/12 100.39 --0.00 27.04 --73.35
MW-7 11/08/12 100.39 --0.00 27.46 --72.93
MW-7 05/08/13 100.39 --0.00 26.52 --73.87
MW-7 11/19/13 100.39 --0.00 23.95 --76.44
MW-7 05/28/14 100.39 --0.00 22.66 --77.73
MW-7 12/17/14 100.39 --0.00 24.90 --75.49
MW-7 06/03/15 100.39 --0.00 25.16 --75.23
MW-7 12/28/15 100.39 --0.00 25.34 --75.05
MW-7 04/03/17 100.39 --0.00 27.08 --73.31
MW-7 12/18/17 100.39 --0.00 27.11 --73.28
MW-7 06/26/18 100.39 --0.00 24.81 --75.58
MW-7 08/05/19 100.39 --0.00 18.83 --81.56
MW-7 01/13/20 100.39 --0.00 23.75 --76.64
MW-7 07/27/20 100.39 --0.00 27.09 --73.30
MW-7 03/29/21 100.39 --0.00 15.95 --84.44
MW-7 06/28/21 100.39 --0.00 17.01 --83.38
MW-7 01/03/22 100.39 --0.00 21.79 --78.60
MW-7 08/17/22 100.39 --0.00 23.88 --76.51
MW-7 12/05/22 100.39 --0.00 25.09 --75.30
MW-7 06/27/23 100.39 --0.00 22.24 --78.15
MW-7 10/11/23 100.39 --0.00 23.32 --77.07
Well did not exist (Installed 8/11/2008)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-8
MW-8 08/13/08 102.13 --0.00 30.44 --71.69
MW-8 12/12/08 102.13 --0.00 31.06 --71.07
MW-8 05/05/09 102.13 --0.00 29.80 --72.33
MW-8 01/25/10 102.13 --0.00 26.82 --75.31
MW-8 05/26/10 102.13 --0.00 24.51 --77.62
MW-8 08/05/10 102.13 --0.00 23.46 --78.67
MW-8 11/11/10 102.13 --0.00 24.64 --77.49
MW-8 02/15/11 102.13 --0.00 26.15 --75.98
MW-8 05/10/11 102.13 --0.00 25.63 --76.50
MW-8 11/29/11 102.13 --0.00 28.64 --73.49
MW-8 04/30/12 102.13 --0.00 28.59 --73.54
MW-8 11/08/12 102.13 --0.00 29.23 --72.90
MW-8 05/08/13 102.13 --0.00 27.54 --74.59
MW-8 11/19/13 102.13 --0.00 25.14 --76.99
MW-8 05/28/14 102.13 --0.00 25.51 --76.62
MW-8 12/17/14 102.13 --0.00 26.37 --75.76
MW-8 06/03/15 102.13 --0.00 26.79 --75.34
MW-8 12/28/15 102.13 --0.00 27.53 --74.6
MW-8 04/03/17 102.13 --0.00 28.32 --73.81
MW-8 12/18/17 102.13 --0.00 28.05 --74.08
MW-8 06/26/18 102.13 --0.00 26.19 --75.94
MW-8 08/05/19 102.13 --0.00 19.98 --82.15
MW-8 01/13/20 102.13 --0.00 23.16 --78.97
MW-8 07/27/20 102.13 --0.00 19.25 --82.88
MW-8 03/29/21 102.13 --0.00 17.58 --84.55
MW-8 06/28/21 102.13 --0.00 17.72 --84.41
MW-8 01/03/22 102.13 --0.00 23.31 --78.82
MW-8 08/17/22 102.13 --0.00 24.59 --77.54
MW-8 12/05/22 102.13 --0.00 24.83 --77.30
MW-8 06/27/23 102.13 --0.00 24.74 --77.39
MW-8 10/11/23 102.13 --0.00 24.10 --78.03
Well did not exist (Installed 8/08/2008)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-9
MW-9 08/13/08 99.81 --0.00 29.64 --70.17
MW-9 12/12/08 99.81 --0.00 30.39 --69.42
MW-9 05/05/09 99.81 --0.00 29.15 --70.66
MW-9 01/25/10 99.81 --0.00 25.81 --74.00
MW-9 05/26/10 99.81 --0.00 24.01 --75.80
MW-9 08/05/10 99.81 --0.00 22.40 --77.41
MW-9 11/11/10 99.81 --0.00 24.23 --75.58
MW-9 02/15/11 99.81 --0.00 25.66 --74.15
MW-9 05/10/11 99.81 --0.00 25.45 --74.36
MW-9 11/29/11 99.81 --0.00 27.67 --72.14
MW-9 04/30/12 99.81 --0.00 28.12 --71.69
MW-9 11/08/12 99.81 --0.00 28.30 --71.51
MW-9 05/08/13 99.81 --0.00 27.25 --72.56
MW-9 11/19/13 99.81 --0.00 25.32 --74.49
MW-9 05/28/14 99.81 --0.00 24.29 --75.52
MW-9 12/17/14 99.81 --0.00 25.95 --73.86
MW-9 06/03/15 99.81 --0.00 26.30 --73.51
MW-9 12/28/15 99.81 --0.00 27.43 --72.38
MW-9 04/03/17 99.81 --0.00 28.11 --71.70
MW-9 12/18/17 99.81 --0.00 28.03 --71.78
MW-9 06/26/18 99.81 --0.00 26.30 --73.51
MW-9 08/05/19 99.81 --0.00 20.42 --79.39
MW-9 01/13/20 99.81 --0.00 23.93 --75.88
MW-9 07/27/20 99.81 --0.00 19.96 --79.85
MW-9 03/29/21 99.81 --0.00 18.59 --81.22
MW-9 06/28/21 99.81 --0.00 18.65 --81.16
MW-9 01/03/22 99.81 --0.00 23.86 --75.95
MW-9 08/17/22 99.81 --0.00 25.18 --74.63
MW-9 12/05/22 99.81 --0.00 25.74 --74.07
MW-9 06/27/23 99.81 --0.00 23.66 --76.15
MW-9 10/11/23 99.81 --0.00 24.01 --75.80
Well did not exist (Installed 8/08/2008)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-10D
MW-10D 08/14/08 99.61 --0.00 34.00 --65.61
MW-10D 12/12/08 99.61 --0.00 30.05 --69.56
MW-10D 05/05/09 99.61 --0.00 28.94 --70.67
MW-10D 01/25/10 99.61 --0.00 25.69 --73.92
MW-10D 05/26/10 99.61 --0.00 23.19 --76.42
MW-10D 08/05/10 99.61 --0.00 26.31 --73.30
MW-10D 11/11/10 99.61 --0.00 24.21 --75.40
MW-10D 02/15/11 99.61 --0.00 25.68 --73.93
MW-10D 05/10/11 99.61 --0.00 25.47 --74.14
MW-10D 11/29/11 99.61 --0.00 27.84 --71.77
MW-10D 04/30/12 99.61 --0.00 27.28 --72.33
MW-10D 11/08/12 99.61 --0.00 27.63 --71.98
MW-10D 05/08/13 99.61 --0.00 26.65 --72.96
MW-10D 11/19/13 99.61 --0.00 25.66 --73.95
MW-10D 05/28/14 99.61 --0.00 24.02 --75.59
MW-10D 12/17/14 99.61 --0.00 25.28 --74.33
MW-10D 06/03/15 99.61 --0.00 27.65 --71.96
MW-10D 12/28/15 99.61 --0.00 26.78 --72.83
MW-10D 04/04/17 99.61 --0.00 26.80 --72.81
MW-10D 12/18/17 99.61 --0.00 27.80 --71.81
MW-10D 06/26/18 99.61 --0.00 29.24 --70.37
MW-10D 08/05/19 99.61 --0.00 22.18 --77.43
MW-10D 01/13/20 99.61 --0.00 26.61 --73.00
MW-10D 07/27/20 99.61 --0.00 19.54 --80.07
MW-10D 03/29/21 99.61 --0.00 17.12 --82.49
MW-10D 06/28/21 99.61 --0.00 18.74 --80.87
MW-10D 01/03/22 99.61 --0.00 20.90 --78.71
MW-10D 08/17/22 99.61 --0.00 23.77 --75.84
MW-10D 12/05/22 99.61 --0.00 25.54 --74.07
MW-10D 06/27/23 99.61 --0.00 21.47 --78.14
MW-10D 10/11/23 99.61 --0.00 24.16 --75.45
Well did not exist (Installed 8/12 to 8/14, 2008)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-11D
MW-11D 12/12/08 100.00 --0.00 97.66 --2.34*
MW-11D 05/05/09 100.00 --0.00 27.74 --72.26
MW-11D 01/25/10 100.00 --0.00 25.45 --74.55
MW-11D 05/26/10 100.00 --0.00 13.82 --86.18
MW-11D 08/05/10 100.00 --0.00 15.84 --84.16
MW-11D 11/11/10 100.00 --0.00 24.45 --75.55
MW-11D 02/15/11 100.00 --0.00 27.90 --72.10
MW-11D 05/10/11 100.00 --0.00 27.11 --72.89
MW-11D 11/29/11 100.00 --0.00 26.08 --73.92
MW-11D 05/01/12 100.00 --0.00 27.32 --72.68
MW-11D 11/09/12 100.00 --0.00 26.85 --73.15
MW-11D 05/09/13 100.00 --0.00 25.73 --74.27
MW-11D 11/19/13 100.00 --0.00 22.74 --77.26
MW-11D 05/28/14 100.00 --0.00 21.79 --78.21
MW-11D 12/17/14 100.00 --0.00 13.93 --86.07
MW-11D 06/04/15 100.00 --0.00 26.26 --73.74
MW-11D 12/28/15 100.00 --0.00 27.86 --72.14
MW-11D 04/04/17 100.00 --0.00 26.43 --73.57
MW-11D 12/19/17 100.00 --0.00 25.71 --74.29
MW-11D 06/27/18 100.00 --0.00 26.73 --73.27
MW-11D 08/06/19 100.00 --0.00 18.98 --81.02
MW-11D 01/13/20 100.00 --0.00 19.38 --80.62
MW-11D 07/27/20 100.00 --0.00 18.67 --81.33
MW-11D 03/29/21 100.00 --0.00 15.85 --84.15
MW-11D 06/28/21 100.00 --0.00 16.41 --83.59
MW-11D 01/04/22 100.00 --0.00 18.81 --81.19
MW-11D 08/17/22 100.00 --0.00 30.78 --69.22
MW-11D 12/05/22 100.00 --0.00 26.47 --73.53
MW-11D 06/27/23 100.00 --0.00 25.62 --74.38
MW-11D 10/11/23 100.00 --0.00 21.89 --78.11
Well did not exist (installed 12/8 to 12/10/08)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-12
MW-12 12/12/08 100.43 --0.00 30.79 --69.64
MW-12 05/05/09 100.43 --0.00 29.58 --70.85
MW-12 01/25/10 100.43 --0.00 26.55 --73.88
MW-12 05/26/10 100.43 --0.00 24.14 --76.29
MW-12 08/05/10 100.43 --0.00 23.75 --76.68
MW-12 11/11/10 100.43 --0.00 24.59 --75.84
MW-12 02/15/11 100.43 --0.00 26.25 --74.18
MW-12 05/10/11 100.43 --0.00 25.49 --74.94
MW-12 11/29/11 100.43 --0.00 27.90 --72.53
MW-12 04/30/12 100.43 --0.00 28.10 --72.33
MW-12 11/08/12 100.43 --0.00 28.62 --71.81
MW-12 05/08/13 100.43 --0.00 27.56 --72.87
MW-12 11/19/13 100.43 --0.00 24.99 --75.44
MW-12 05/28/14 100.43 --0.00 23.69 --76.74
MW-12 12/17/14 100.43 --0.00 26.16 --74.27
MW-12 06/03/15 100.43 --0.00 26.07 --74.36
MW-12 12/28/15 100.43 --0.00 26.81 --73.62
MW-12 04/03/17 100.43 --0.00 28.32 --72.11
MW-12 12/18/17 100.43 --0.00 27.89 --72.54
MW-12 06/26/18 100.43 --0.00 25.71 --74.72
MW-12 08/05/19 100.43 --0.00 20.06 --80.37
MW-12 01/13/20 100.43 NM NM NM NM NM
MW-12 07/27/20 100.43 NM NM NM NM NM
MW-12 03/29/21 100.43 --0.00 16.93 --83.50
MW-12 06/28/21 100.43 --0.00 17.88 --82.55
MW-12 01/03/22 100.43 --0.00 22.22 --78.21
MW-12 08/17/22 100.43 --0.00 25.06 --75.37
MW-12 12/05/22 100.43 --0.00 26.41 --74.02
MW-12 06/27/23 100.43 --0.00 23.36 --77.07
MW-12 10/11/23 100.43 --0.00 24.73 --75.70
Well did not exist (installed 12/8/08)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-13
MW-13 12/12/08 101.37 --0.00 30.76 --70.61
MW-13 05/05/09 101.37 --0.00 29.58 --71.79
MW-13 01/25/10 101.37 --0.00 26.86 --74.51
MW-13 05/26/10 101.37 --0.00 24.15 --77.22
MW-13 08/05/10 101.37 --0.00 23.04 --78.33
MW-13 11/11/10 101.37 --0.00 24.39 --76.98
MW-13 02/15/11 101.37 --0.00 25.75 --75.62
MW-13 05/10/11 101.37 --0.00 25.36 --76.01
MW-13 11/29/11 101.37 --0.00 27.71 --73.66
MW-13 04/30/12 101.37 --0.00 27.76 --73.61
MW-13 11/08/12 101.37 --0.00 28.30 --73.07
MW-13 05/08/13 101.37 --0.00 27.26 --74.11
MW-13 11/19/13 101.37 --0.00 24.58 --76.79
MW-13 05/28/14 101.37 --0.00 23.78 --77.59
MW-13 12/17/14 101.37 --0.00 25.72 --75.65
MW-13 06/03/15 101.37 --0.00 25.80 --75.57
MW-13 12/28/15 101.37 --0.00 27.19 --74.18
MW-13 04/03/17 101.37 --NM NM NM NM
MW-13 12/18/17 101.37 --0.00 27.82 --73.55
MW-13 06/26/18 101.37 --0.00 26.41 --74.96
MW-13 08/05/19 101.37 --0.00 19.86 --81.51
MW-13 01/13/20 101.37 NM NM NM NM NM
MW-13 07/27/20 101.37 NM NM NM NM NM
MW-13 03/29/21 101.37 --0.00 17.80 --83.57
MW-13 06/28/21 101.37 --0.00 17.40 --83.97
MW-13 01/03/22 101.37 --0.00 21.46 --79.91
MW-13 08/17/22 101.37 --0.00 24.46 --76.91
MW-13 12/05/22 101.37 --0.00 24.48 --76.89
MW-13 06/27/23 101.37 --0.00 22.86 --78.51
MW-13 10/11/23 101.37 --0.00 23.86 --77.51
Well did not exist (installed 12/9/08)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-14
MW-14 01/25/10 100.10 --0.00 24.82 --75.28
MW-14 05/26/10 100.10 --0.00 22.80 --77.30
MW-14 08/05/10 100.10 --0.00 21.74 --78.36
MW-14 11/11/10 100.10 22.86 0.05 22.91 22.87 77.23
MW-14 02/15/11 100.10 24.23 0.98 25.21 24.49 75.61
MW-14 05/10/11 100.10 23.99 0.07 24.06 24.01 76.09
MW-14 11/29/11 100.10 26.38 1.06 27.44 26.67 73.43
MW-14 04/30/12 100.10 26.70 0.79 27.49 26.91 73.19
MW-14 11/08/12 100.10 27.22 0.72 27.94 27.41 72.69
MW-14 05/08/13 100.10 --0.00 25.75 --74.35
MW-14 11/19/13 100.10 --0.00 23.74 --76.36
MW-14 05/28/14 100.10 --0.00 23.16 --76.94
MW-14 12/17/14 100.10 24.61 0.50 25.11 24.75 75.36
MW-14 06/03/15 100.10 --0.00 25.00 --75.10
MW-14 12/28/15 100.10 --0.00 25.54 --74.56
MW-14 04/03/17 100.10 26.71 0.11 26.82 26.74 73.36
MW-14 12/18/17 100.10 26.54 0.07 26.61 26.56 73.54
MW-14 06/26/18 100.10 --0.00 24.41 --75.69
MW-14 08/05/19 100.10 --0.00 18.58 --81.52
MW-14 01/13/20 100.10 --0.00 22.02 --78.08
MW-14 07/27/20 100.10 --0.00 17.72 --82.38
MW-14 03/29/21 100.10 --0.00 15.98 --84.12
MW-14 06/28/21 100.10 16.39 0.04 16.43 16.40 83.67
MW-14 01/03/22 100.10 --0.00 20.96 --79.14
MW-14R 01/14/22 100.10 15.50 0.03 15.53 15.51 84.57
MW-14R 08/17/22 100.10 --0.00 13.38 --86.72
MW-14R 12/05/22 100.10 --0.00 13.79 --86.31
MW-14R 06/27/23 100.10 13.33 0.03 13.36 13.34 86.76
MW-14R 10/11/23 100.10 13.88 0.43 14.31 14.00 86.10
Well did not exist (installed 1/18/10)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-15
MW-15 01/25/10 99.76 --0.00 24.34 --75.42
MW-15 05/26/10 99.76 --0.00 22.56 --77.20
MW-15 08/05/10 99.76 --0.00 21.53 --78.23
MW-15 11/11/10 99.76 --0.00 22.50 --77.26
MW-15 02/15/11 99.76 --0.00 24.18 --75.58
MW-15 05/10/11 99.76 --0.00 23.81 --75.95
MW-15 11/29/11 99.76 --0.00 26.27 --73.49
MW-15 04/30/12 99.76 --0.00 26.69 --73.07
MW-15 11/08/12 99.76 --0.00 27.09 --72.67
MW-15 05/08/13 99.76 --0.00 25.63 --74.13
MW-15 11/19/13 99.76 --0.00 23.83 --75.93
MW-15 05/28/14 99.76 --0.00 23.09 --76.67
MW-15 12/17/14 99.76 --0.00 24.56 --75.20
MW-15 06/03/15 99.76 --0.00 24.87 --74.89
MW-15 12/28/15 99.76 --0.00 25.39 --74.37
MW-15 04/03/17 99.76 --0.00 26.64 --73.12
MW-15 12/18/17 99.76 --0.00 26.36 --73.40
MW-15 06/26/18 99.76 --0.00 24.06 --75.70
MW-15 08/05/19 99.76 --0.00 18.30 --81.46
MW-15 01/13/20 99.76 NM NM NM NM NM
MW-15 07/27/20 99.76 --0.00 17.43 --82.33
MW-15 03/29/21 99.76 --0.00 15.66 --84.10
MW-15 06/28/21 99.76 --0.00 16.36 --83.40
MW-15 01/04/22 99.76 --0.00 22.10 --77.66
MW-15 08/17/22 99.76 --0.00 22.83 --76.93
MW-15 12/05/22 99.76 --0.00 23.91 --75.85
MW-15 06/27/23 99.76 --0.00 21.21 --78.55
MW-15 10/11/23 99.76 --0.00 22.71 --77.05
Well did not exist (installed 1/18/10)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-16
MW-16 05/26/10 99.37 --0.00 22.61 --76.76
MW-16 08/05/10 99.37 --0.00 21.72 --77.65
MW-16 11/11/10 99.37 --0.00 26.64 --72.73
MW-16 02/15/11 99.37 --0.00 27.79 --71.58
MW-16 05/10/11 99.37 --0.00 27.69 --71.68
MW-16 11/29/11 99.37 --0.00 30.52 --68.85
MW-16 05/01/12 99.37 --0.00 30.22 --69.15
MW-16 11/08/12 99.37 --0.00 30.18 --69.19
MW-16 05/08/13 99.37 --0.00 29.53 --69.84
MW-16 11/19/13 99.37 --0.00 27.91 --71.46
MW-16 05/28/14 99.37 --0.00 26.62 --72.75
MW-16 12/17/14 99.37 --0.00 29.08 --70.29
MW-16 06/04/15 99.37 --0.00 28.85 --70.52
MW-16 12/28/15 99.37 --0.00 29.90 --69.47
MW-16 04/03/17 99.37 --0.00 30.41 --68.96
MW-16 12/18/17 99.37 --0.00 30.80 --68.57
MW-16 06/26/18 99.37 --0.00 28.78 --70.59
MW-16 08/05/19 99.37 --0.00 24.17 --75.20
MW-16 01/13/20 99.37 --0.00 26.20 --73.17
MW-16 07/27/20 99.37 --0.00 23.63 --75.74
MW-16 07/27/20 99.37 --0.00 22.49 --76.88
MW-16 06/28/21 99.37 --0.00 22.48 --76.89
MW-16 01/03/22 99.37 --0.00 27.58 --71.79
MW-16 08/17/22 99.37 --0.00 27.96 --71.41
MW-16 12/05/22 99.37 --0.00 27.81 --71.56
MW-16 06/27/23 99.37 --0.00 25.58 --73.79
MW-16 10/11/23 99.37 --0.00 25.84 --73.53
Well did not exist (installed 3/16/10)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-17
MW-17 05/26/10 98.88 --0.00 22.21 --76.67
MW-17 08/05/10 98.88
MW-17 11/11/10 98.88 --0.00 25.71 --73.17
MW-17 02/15/11 98.88 --0.00 27.07 --71.81
MW-17 05/10/11 98.88 --0.00 26.71 --72.17
MW-17 11/29/11 98.88 --0.00 29.69 --69.19
MW-17 05/01/12 98.88 --0.00 29.29 --69.59
MW-17 11/08/12 98.88 --0.00 29.25 --69.63
MW-17 05/08/13 98.88 --0.00 28.68 --70.20
MW-17 11/19/13 98.88 --0.00 27.02 --71.86
MW-17 05/28/14 98.88 --0.00 25.76 --73.12
MW-17 12/17/14 98.88 --0.00 28.20 --70.68
MW-17 06/04/15 98.88 --0.00 27.90 --70.98
MW-17 12/28/15 98.88 --0.00 29.09 --69.79
MW-17 04/03/17 98.88 --0.00 29.57 --69.31
MW-17 12/18/17 98.88 --0.00 29.91 --68.97
MW-17 06/26/18 98.88 --0.00 27.95 --70.93
MW-17 08/05/19 98.88 --0.00 23.18 --75.70
MW-17 01/13/20 98.88 --0.00 25.40 --73.48
MW-17 07/27/20 98.88 --0.00 22.84 --76.04
MW-17 03/29/21 98.88 --0.00 21.74 --77.14
MW-17 06/28/21 98.88 --0.00 21.61 --77.27
MW-17 01/03/22 98.88 --0.00 26.65 --72.23
MW-17 08/17/22 98.88 --0.00 27.08 --71.80
MW-17 12/05/22 98.88 --0.00 26.42 --72.46
MW-17 06/27/23 98.88 --0.00 24.78 --74.10
MW-17 10/11/23 98.88 --0.00 25.38 --73.50
Not measured
Well did not exist (installed 3/16/10)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-18
MW-18 05/26/10 98.65 --0.00 21.09 --77.56
MW-18 08/05/10 98.65 --0.00 21.84 --76.81
MW-18 11/11/10 98.65 --0.00 27.54 --71.11
MW-18 02/15/11 98.65 28.72 0.86 29.58 28.82 69.83
MW-18 05/10/11 98.65 27.08 10.33 37.41 28.27 70.38
MW-18 11/29/11 98.65 31.97 1.33 33.30 32.12 66.53
MW-18 05/01/12 98.65 31.60 0.26 31.86 31.63 67.02
MW-18 11/08/12 98.65 31.18 0.05 31.23 31.19 67.46
MW-18 05/08/13 98.65 --0.00 31.02 --67.63
MW-18 11/19/13 98.65 29.47 0.05 29.52 29.48 69.17
MW-18 05/28/14 98.65 --0.00 28.34 --70.31
MW-18 12/17/14 98.65 30.79 0.18 30.97 30.81 67.84
MW-18 06/04/15 98.65 --0.00 30.51 --68.14
MW-18 12/28/15 98.65 31.56 0.66 32.22 31.64 67.01
MW-18 04/03/17 98.65 31.46 0.83 32.29 31.56 67.09
MW-18 12/18/17 98.65 31.82 2.08 33.90 32.06 66.59
MW-18 06/26/18 98.65 30.19 1.24 31.43 30.33 68.32
MW-18 08/05/19 98.65 26.06 0.54 26.60 26.12 72.53
MW-18 01/13/20 98.65 27.92 0.63 28.55 27.99 70.66
MW-18 07/27/20 98.65 25.53 0.03 25.56 25.53 73.12
MW-18 03/29/21 98.65 --0.00 25.19 --73.46
MW-18 06/28/21 98.65 --0.00 24.91 --73.74
MW-18 01/04/22 98.65 --0.00 29.58 --69.07
MW-18 08/17/22 98.65 --0.00 29.48 --69.17
MW-18 12/05/22 98.65 --0.00 20.90 --77.75
MW-18 06/27/23 98.65 --0.00 27.13 --71.52
MW-18 10/11/23 98.65 --0.00 27.76 --70.89
Well did not exist (installed 3/17/10)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-19
MW-19 05/26/10 99.01 --0.00 22.32 --76.69
MW-19 08/05/10 99.01 --0.00 22.49 --76.52
MW-19 11/11/10 99.01 --0.00 28.09 --70.92
MW-19 02/15/11 99.01 --0.00 29.39 --69.62
MW-19 05/10/11 99.01 --0.00 29.46 --69.55
MW-19 11/29/11 99.01 --0.00 32.56 --66.45
MW-19 05/01/12 99.01 --0.00 32.15 --66.86
MW-19 11/08/12 99.01 --0.00 31.94 --67.07
MW-19 05/08/13 99.01 --0.00 31.53 --67.48
MW-19 11/19/13 99.01 --0.00 29.94 --69.07
MW-19 05/28/14 99.01 --0.00 28.81 --70.20
MW-19 12/17/14 99.01 --0.00 31.21 --67.80
MW-19 06/04/15 99.01 --0.00 30.94 --68.07
MW-19 12/28/15 99.01 --0.00 32.05 --66.96
MW-19 04/03/17 99.01 --0.00 32.29 --66.72
MW-19 12/18/17 99.01 --0.00 32.58 --66.43
MW-19 06/26/18 99.01 --0.00 30.60 --68.41
MW-19 08/05/19 99.01 --0.00 26.49 --72.52
MW-19 01/13/20 99.01 --0.00 28.44 --70.57
MW-19 07/27/20 99.01 --0.00 26.00 --73.01
MW-19 03/29/21 99.01 --0.00 25.60 --73.41
MW-19 06/28/21 99.01 --0.00 25.30 --73.71
MW-19 01/04/22 99.01 --0.00 29.93 --69.08
MW-19 08/17/22 99.01 --0.00 29.84 --69.17
MW-19 12/05/22 99.01 --0.00 29.88 --69.13
MW-19 06/27/23 99.01 --0.00 27.61 --71.40
MW-19 10/11/23 99.01 --0.00 28.21 --70.80
Well did not exist (installed 3/17/10)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-20
MW-20 08/05/10 98.24 --0.00 22.49 --75.75
MW-20 11/11/10 98.24 --0.00 30.10 --68.14
MW-20 02/15/11 98.24 --0.00 31.68 --66.56
MW-20 05/10/11 98.24 --0.00 31.24 --67.00
MW-20 11/29/11 98.24 --0.00 33.91 --64.33
MW-20 05/01/12 98.24 --0.00 33.43 --64.81
MW-20 11/08/12 98.24 --0.00 33.73 --64.51
MW-20 05/08/13 98.24 --0.00 32.87 --65.37
MW-20 11/19/13 98.24 --0.00 31.39 --66.85
MW-20 05/28/14 98.24 --0.00 30.32 --67.92
MW-20 12/17/14 98.24 --0.00 32.65 --65.59
MW-20 06/04/15 98.24 --0.00 32.19 --66.05
MW-20 12/28/15 98.24 --0.00 33.42 --64.82
MW-20 04/03/17 98.24 --0.00 33.65 --64.59
MW-20 12/18/17 98.24 --0.00 33.72 --64.52
MW-20 06/26/18 98.24 --0.00 31.99 --66.25
MW-20 08/05/19 98.24 --0.00 27.99 --70.25
MW-20 01/13/20 98.24 --0.00 29.95 --68.29
MW-20 07/27/20 98.24 --0.00 27.66 --70.58
MW-20 03/29/21 98.24 --0.00 26.97 --71.27
MW-20 06/28/21 98.24 --0.00 27.60 --70.64
MW-20 01/04/22 98.24 --0.00 31.19 --67.05
MW-20 08/17/22 98.24 --0.00 31.42 --66.82
MW-20 12/05/22 98.24 --0.00 31.43 --66.81
MW-20 06/27/23 98.24 --0.00 29.41 --68.83
MW-20 10/11/23 98.24 --0.00 30.39 --67.85
Well did not exist (installed 7/6/10)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-21
MW-21 07/25/11 97.60 --0.00 32.18 --65.42
MW-21 11/29/11 97.60 --0.00 34.17 --63.43
MW-21 05/01/12 97.60 --0.00 33.09 --64.51
MW-21 11/08/12 97.60 --0.00 33.69 --63.91
MW-21 05/08/13 97.60 --0.00 32.24 --65.36
MW-21 11/19/13 97.60 --0.00 31.45 --66.15
MW-21 05/28/14 97.60 --0.00 30.06 --67.54
MW-21 12/17/14 97.60 --0.00 32.77 --64.83
MW-21 06/04/15 97.60 --0.00 32.03 --65.57
MW-21 12/28/15 97.60 --0.00 33.06 --64.54
MW-21 04/04/17 97.60 --0.00 33.57 --64.03
MW-21 12/18/17 97.60 --0.00 33.98 --63.62
MW-21 06/26/18 97.60 --0.00 31.80 --65.80
MW-21 08/05/19 97.60 --0.00 28.27 --69.33
MW-21 01/13/20 97.60 --0.00 30.04 --67.56
MW-21 07/27/20 97.60 --0.00 27.91 --69.69
MW-21 03/29/21 97.60 --0.00 26.82 --70.78
MW-21 06/28/21 97.60 --0.00 27.04 --70.56
MW-21 01/04/22 97.60 --0.00 31.91 --65.69
MW-21 08/17/22 97.60 --0.00 31.53 --66.07
MW-21 12/05/22 97.60 --0.00 31.25 --66.35
MW-21 06/27/23 97.60 --0.00 29.26 --68.34
MW-21 10/11/23 97.60 --0.00 30.44 --67.16
Well did not exist (installed 7/7/11)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-22
MW-22 07/25/11 98.35 --0.00 29.14 --69.21
MW-22 11/29/11 98.35 --0.00 31.30 --67.05
MW-22 05/01/12 98.35 --0.00 30.52 --67.83
MW-22 11/08/12 98.35 --0.00 29.05 --69.30
MW-22 05/08/13 98.35 --0.00 30.66 --67.69
MW-22 11/19/13 98.35 27.59 6.86 34.45 28.38 69.97
MW-22 05/28/14 98.48 26.96 4.15 31.11 27.44 71.04
MW-22 12/17/14 98.48 29.86 2.18 32.04 30.11 68.37
MW-22 06/04/15 98.48 29.59 1.19 30.78 29.73 68.75
MW-22 12/28/15 98.48 30.47 2.87 33.34 30.80 67.68
MW-22 04/03/17 98.48 28.58 11.56 40.14 29.91 68.57
MW-22 12/18/17 98.48 29.29 10.84 40.13 30.54 67.94
MW-22 06/26/18 98.48 28.02 10.33 38.35 29.21 69.27
MW-22 08/05/19 98.48 24.73 7.07 31.80 25.54 72.94
MW-22 01/13/20 98.48 26.36 5.54 31.90 27.00 71.48
MW-22 07/27/20 98.48 25.02 2.68 27.70 25.33 73.15
MW-22 03/29/21 98.48 24.23 1.09 25.32 24.52 73.96
MW-22 06/28/21 98.48 24.80 0.92 25.72 25.05 73.43
MW-22 01/04/22 98.48 28.74 2.36 31.10 29.38 69.10
MW-22 08/17/22 98.48 28.08 2.33 30.41 28.71 69.77
MW-22 12/05/22 98.48 28.16 2.69 30.85 28.89 69.59
MW-22 06/27/23 98.48 25.92 2.13 28.05 26.50 71.98
MW-22 09/25/23 98.48 26.40 2.51 28.91 27.08 71.40
MW-22 09/29/23 98.48 --0.00 29.44 --69.04
MW-22 10/11/23 98.48 26.95 0.18 27.13 27.00 71.48
MW-23
MW-23 05/28/14 96.89 --0.00 29.39 --67.50
MW-23 12/17/14 96.89 --0.00 32.20 --64.69
MW-23 06/04/15 96.89 --0.00 31.35 --65.54
MW-23 12/28/15 96.89 --0.00 32.27 --64.62
MW-23 12/28/15 96.89 --0.00 32.27 --64.62
MW-23
MW-23R 01/13/20 --NM NM NM NM NM
MW-23R 07/27/20 96.89 --0.00 27.89 --69.00
MW-23R 03/29/21 96.89 --0.00 26.90 --69.99
MW-23R 06/28/21 96.89 --0.00 27.09 --69.80
MW-23R 01/04/22 96.89 --0.00 31.72 --65.17
MW-23R 08/17/22 96.89 --0.00 31.09 --65.80
MW-23R 12/05/22 96.89 --0.00 30.02 --66.87
MW-23R 06/27/23 96.89 --0.00 23.83 --73.06
MW-23R 10/11/23 96.89 --0.00 29.97 --66.92
Well did not exist (installed 7/7/11)
Well did not exist (installed 12/30/13)
Well abandoned on 01/13/17; replacement well MW-23R has not been surveyed to date
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-24
MW-24 05/28/14 97.56 --0.00 26.42 --71.14
MW-24 12/17/14 97.56 --0.00 28.89 --68.67
MW-24 06/04/15 97.56 --0.00 28.50 --69.06
MW-24 12/28/15 97.56 --0.00 29.59 --67.97
MW-24 04/04/17 97.56 --0.00 29.49 --68.07
MW-24 12/18/17 97.56 --0.00 30.61 --66.95
MW-24 06/26/18 97.56 --0.00 28.58 --68.98
MW-24 08/05/19 97.56 --0.00 24.82 --72.74
MW-24 01/13/20 97.56 --0.00 25.86 --71.70
MW-24 07/27/20 97.56 --0.00 25.19 --72.37
MW-24 03/29/21 97.56 --0.00 23.90 --73.66
MW-24 06/28/21 97.56 --0.00 23.50 --74.06
MW-24 01/04/22 97.56 --0.00 28.32 --69.24
MW-24 08/17/22 97.56 --0.00 27.60 --69.96
MW-24 12/05/22 97.56 --0.00 26.18 --71.38
MW-24 06/27/23 97.56 --0.00 24.87 --72.69
MW-24 10/11/23 97.56 --0.00 25.55 --72.01
MW-25
MW-25 12/17/14 98.35 28.38 1.02 29.40 28.50 69.85
MW-25 06/04/15 98.35 28.11 0.38 28.49 28.15 70.20
MW-25 12/28/15 98.35 29.37 0.03 29.40 29.37 68.98
MW-25 04/03/17 98.35 29.06 3.37 32.43 29.45 68.90
MW-25 12/18/17 98.35 29.50 4.75 34.25 30.05 68.30
MW-25 06/26/18 98.35 27.48 4.66 32.14 28.02 70.33
MW-25 08/05/19 98.35 24.41 4.39 28.80 24.91 73.44
MW-25 01/13/20 98.35 NM NM NM NM NM
MW-25 07/27/20 98.35 22.69 4.79 27.48 23.24 75.11
MW-25 03/29/21 98.35 --0.00 23.90 --74.45
MW-25 06/28/21 98.35 --0.00 25.41 --72.94
MW-25 01/04/22 98.35 26.59 5.14 31.73 27.18 71.17
MW-25 08/17/22 98.35 26.13 4.99 31.12 26.70 71.65
MW-25 12/05/22 98.35 25.99 5.23 31.22 27.40 70.95
MW-25 06/27/23 98.35 23.88 6.10 29.98 25.53 72.82
MW-25 09/25/23 98.35 24.60 6.09 30.69 26.24 72.11
MW-25 09/29/23 98.35 --0.00 29.67 --68.68
MW-25 10/11/23 98.35 25.48 1.19 26.67 25.80 72.55
Well did not exist (installed 6/24/14)
Well did not exist (installed 12/30/13)
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-26
MW-26 12/17/14 98.34 --0.00 31.12 --67.22
MW-26 06/04/15 98.34 --0.00 30.69 --67.65
MW-26 12/28/15 98.34 --0.00 31.84 --66.50
MW-26 04/03/17 98.34 --0.00 31.83 --66.51
MW-26 12/18/17 98.34 --0.00 32.44 --65.90
MW-26 06/26/18 98.34 --0.00 30.51 --67.83
MW-26 08/05/19 98.34 --0.00 26.53 --71.81
MW-26 01/13/20 98.34 NM NM NM NM NM
MW-26 07/27/20 98.34 --0.00 26.33 --72.01
MW-26 03/29/21 98.34 NM NM NM NM NM
MW-26 06/28/21 98.34 --0.00 25.32 --73.02
MW-26 01/04/22 98.34 --0.00 29.99 --68.35
MW-26 08/17/22 98.34 --0.00 29.44 --68.90
MW-26 12/05/22 98.34 --0.00 29.87 --68.47
MW-26 06/27/23 98.34 --0.00 27.40 --70.94
MW-26 10/11/23 98.34 --0.00 28.15 --70.19
MW-27
MW-27 12/17/14 98.63 29.76 2.92 32.68 30.10 68.53
MW-27 06/04/15 98.63 29.64 1.34 30.98 29.79 68.84
MW-27 12/28/15 98.63 30.50 3.00 33.50 30.85 67.79
MW-27 04/03/17 98.63 29.07 10.93 40.00 30.33 68.30
MW-27 12/18/17 98.63 29.68 1.07 30.75 29.80 68.83
MW-27 06/26/18 98.63 28.14 9.74 37.88 29.26 69.37
MW-27 08/05/19 98.63 24.81 5.35 30.16 25.43 73.20
MW-27 01/13/20 98.63
MW-27 07/06/20 98.63 24.76 6.04 30.80 25.45 73.18
MW-27 07/27/20 98.63 24.28 5.80 30.08 24.95 73.68
MW-27 03/29/21 98.63 24.21 4.27 28.48 25.36 73.27
MW-27 06/28/21 98.63 23.90 4.56 28.46 25.13 73.50
MW-27 01/04/22 98.63 28.04 6.16 34.20 29.70 68.93
MW-27 08/17/22 98.63 27.23 7.83 35.06 29.34 69.29
MW-27 12/05/22 98.63 25.99 5.23 31.22 27.40 71.23
MW-27 06/27/23 98.63 25.26 8.10 33.36 27.45 71.18
MW-27 09/25/23 98.63 25.35 3.03 28.38 26.17 72.46
MW-27 09/29/23 98.63 --0.00 33.40 --65.23
MW-27 10/11/23 98.63 26.95 1.17 28.12 27.27 71.36
Well did not exist (installed 6/24/14)
Well did not exist (installed 6/23/14)
Not measured
WELL NUMBER DATE TOC (ft)DTP (ft)APPARENT FP
THICKNESS (ft)DTW (ft), BTOC CORRECTED
DTW (ft)
Static Water
Level Elevation
(ft)
TABLE 1
SUMMARY OF HISTORICAL GROUNDWATER ELEVATION
FORMER SPEEDWAY 7971
CONOVER, NORTH CAROLINA
INCIDENT NO.: 36396
MW-28
MW-28 12/17/14 99.23 --0.00 29.09 --70.14
MW-28 06/04/15 99.23 --0.00 28.73 --70.50
MW-28 12/28/15 99.23 --0.00 29.96 --69.27
MW-28 04/03/17 99.23 --0.00 30.26 --68.97
MW-28 12/18/17 99.23 --0.00 30.73 --68.50
MW-28 06/26/18 99.23 --0.00 28.79 --70.44
MW-28 08/05/19 99.23 --0.00 24.35 --74.88
MW-28 01/13/20 99.23
MW-28 07/27/20 99.23 --0.00 23.93 --75.30
MW-28 03/29/21 99.23 --0.00 22.45 --76.78
MW-28 06/28/21 99.23 --0.00 27.74 --71.49
MW-28 01/04/22 99.23 24.51 0.24 24.75 24.54 74.48
MW-28 08/17/22 99.23 --0.00 27.54 --71.69
MW-28 12/05/22 99.23 --0.00 27.67 --71.56
MW-28 06/27/23 99.23 --0.00 25.55 --73.68
MW-28 10/11/23 99.23 --0.00 26.12 --73.11
VE-OW-2 01/13/20 NM 20.19 6.77 26.96 20.97 --
VE-OW-2 01/13/20 NM 15.60 9.70 25.30 16.72 --
VE-OW-2 03/29/21 NM 13.66 11.31 24.97 14.96 --
VE-OW-2 06/28/21 NM 14.65 10.75 25.40 15.89 --
VE-OW-2 01/04/22 NM NM NM NM NM NM
VE-OW-2 01/14/22 NM 19.74 6.48 26.22 20.49 --
VE-OW-2 08/17/22 NM
VE-OW-2 08/17/22 NM
VE-OW-2 06/27/23 NM
VE-OW-2 10/11/23 NM
Notes:
Shaded cells indicate that the water level has been corrected for the presence of free product (see next page)
BTOC - Below Top of Casing (TOC)
DTP - Depth to Free Product (in feet)
DTW - Depth to Water (in feet)
FP Gauge - Well installed in pea gravel to bottom of UST hold to measure thickness of free product.
SWLE - Static Water Elevation (in feet)
Monitoring well MW-22 repaired on 12/30/13 and resurveyed on 6/24/14
* Water level most likely had not stabilized
NM - Not Measured
Not measured
Well did not exist (installed 6/23/14)
Not measured
Not measured
Not measured
Not measured
Appendix A
IveySol#103 Brochure/Case Studies
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