WS-27982_47271_CA_AFVR_20220426

April 26, 2022
Mr. Gene Mao, LG
Environmental Health Division
Guilford County Department of Health & Human Services
400 West Market Street, Suite 300
Greensboro, NC 27401
Subject:Free Product Recovery Report
Speedway 6952-C
2201 North Main Street
High Point North Carolina
Incident No.: 47271
Facility ID No.: 0-017900
Mid-Atlantic Project No. R1200.C5
Dear Mr. Mao:
Speedway LLC is pleased to submit the enclosed Free Product Recovery Report for
the Speedway 6952-C facility located at 2201 North Main Street in High Point, North
Carolina. If you have any questions, please feel free to contact me at [phone] or
Trey Marchant with Mid-Atlantic Associates, Inc. at [phone].
Sincerely,
SPEEDWAY LLC
Charles A. Chiara
Environmental Representative
Received: 4/26/2022
REPORT DATE:April 26, 2022
MAA PROJECT #:R1200.C5
FREE PRODUCT RECOVERY
REPORT
SPEEDWAY 6952-C
2201 North Main Street, High Point, Guilford County, North Carolina
ENGINEERING & ENVIRONMENTAL SOLUTIONS
PREPARED FOR:PREPARED BY:
Speedway LLC
500 Speedway Drive
Enon, OH, 45323
Mid Atlantic Associates, Inc.
409 Rogers View Ct
Raleigh, North Carolina, 27610
FREE PRODUCT RECOVERY REPORT
A. SITE INFORMATION
1. Site Identification
Date of
Report:
April 26, 2022
Facility ID:0-017900 UST Incident No. (if known):47271
Site Risk:Intermediate Site Rank:I-225-D Land Use Classification:Commercial
Site Name:Speedway 6952-C
Site Location:2201 North Main Street, High Point, North Carolina
Nearest City/Town:High Point County:Guilford
Latitude:35.983947 N Longitude:-80.024053 W
Description of Geographical Data
Point:
Site Property
Location Method:Google Earth
2. Information about Contacts Associated with the Leaking UST System
UST Owner:Speedway LLC
Address:500 Speedway Drive, Enon, Ohio 45323 Phone:[phone]
UST Operator:Same as UST Owner
Address:Phone:
Property Owner:Same as UST Owner
Address:Phone:
Property Occupant:Same as UST Owner
Address:Phone:
Consultant/Contractor:Mid-Atlantic Associates, Inc.
Address:409 Rogers View Ct., Raleigh, NC 27610 Phone:[phone]
3. Release Information
Date Discovered:March 25, 2020
Estimated Quantity of Release:Unknown
Cause of Release:Unknown
Source of Release (Piping/UST):USTs, lines, dispensers
Sizes and contents of UST system(s) from which release occurred:3K-gal diesel UST, 7.5K and 4K gasoline USTs
Criteria Used to Classify Risk:free product on the water table and dissolved phase concentrations above GCLs
TABLE OF CONTENTS
1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2.0 FIELD ACTIVITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3.0 FREE PRODUCT RECOVERY COST ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . 4
4.0 CONCLUSIONS AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
TABLES
Table 1 Summary of Historical Liquid Level Measurements
Table 2 Summary of AFVR Event
DRAWINGS
Drawing 1 - Topographic Map
Drawing 2 - Site Map
Drawing 3 - Well Location Map
TABLE OF APPENDICES
Appendix A - NCDEQ Correspondence
Appendix B - Monitoring Well Construction Records
Appendix C - AFVR Field Data
Appendix D - AFVR Event Gasoline Emissions Worksheets
Appendix E - Material Manifests and Certificate of Disposal
1.0 INTRODUCTION
The site is the Speedway 6952-C located at 2201 North Main Street, High Point, Guilford
County, North Carolina (Drawing 1 and Drawing 2). The site is a former petroleum retail
facility and convenience store and contained two 4,000-gallon capacity underground
storage tanks (USTs, one kerosene, one regular unleaded gasoline), one 3,000 gallon
capacity diesel UST, one 7,500 gallon capacity regular unleaded and two 12,000-gallon
capacity USTs (one premium unleaded and one midgrade unleaded gasoline). The USTs
were reportedly lined single walled steel and were installed in January of 1970, with the
exception of the two 12,000-gallon USTs which were installed in 1973. Additionally, two
USTs (a 12,000-gallon fuel oil #2 and a 12,000-gallon kerosene) were formerly present
at the site and closed by removal in 1994.
Please note that an inactive Leaking Underground Storage Tank incident (#12017)
is associated with the aforementioned USTs that were removed in 1994. In 2016,
Incident #12017’s risk ranking was reduced to low risk and the incident was closed
with a No Further Action (NFA) designation following the completion of a Notice of
Residual Petroleum (NORP) for groundwater contamination remaining in the subsurface
at concentrations above the North Carolina Groundwater Quality Standards (NCGQS). A
groundwater land use restriction remains in effect at the site. The NORP does not include
a soil use restriction.
On March 9, 2017, Speedway conducted hydrostatic tests on the fill port spill buckets
for the USTs. The diesel UST fill port spill bucket did not pass the test, and a UST-17A
form was filed with the North Carolina Department of Environmental Quality (NCDEQ).
The non-passing diesel UST fill port spill bucket was subsequently repaired with the
installation of a new insert and passed follow-up hydrostatic testing. A Site Check was
conducted on January 24, 2018 to determine if a release may have occurred to the
environment from the spill bucket. As reported in the Site Check Report dated March 12,
2018, soil samples collected near the fill port exceeded the soil-to-groundwater Maximum
Soil Contaminant Concentrations (MSCCs).
Following the receipt of the Site Check Report dated March 12, 2018, the NCDEQ
assigned Incident No. 45022 to the release. On April 5, 2018 Mr. Gene Mao, incident
manager for the Guilford County Department of Environmental Health, requested that
a modified Limited Site Assessment (LSA) be conducted. The scope of work included
installation and sampling of a monitoring well placed in the vicinity of the soil sample that
exceeded regulatory standards. Based on information already existing for the historical
incident (#12017), a receptor survey was not required. NCDEQ issued a Notice of No
Further Action letter for this incident on August 17, 2018.
In November of 2019, Speedway conducted a Site Check on a piping manifold sump
after a fuel/water mixture was found in the sump. Soil borings were advanced adjacent
to the sump and the sampling results indicated detections of TPH-GRO and DRO at
concentrations below the regulatory action levels. NCDEQ opened Incident No. 45335
and then immediately closed the incident.
In the Spring of 2020, Speedway decided to close the station and remove the UST
system at the site. A UST Closure Report was prepared and submitted to the UST
Section. Free product was visible in the UST excavation upon removal of Tank 3 (diesel
UST) on the east side of the store. This product was removed with a vacuum truck and
soils were excavated in this area to remove the petroleum. Petroleum-impacted soils
were identified with the removed USTs and piping. Contaminant concentrations above
the NCDEQ’s action level of 50 mg/kg for TPH-GRO and 100 mg/kg for TPH-DRO were
measured in the basin following UST removal and subsequent over-excavation activities.
Soil samples collected for Risk-Based Corrective Action (RBCA) analyses also exceeded
NCDEQ soil to groundwater and residential MSCCs.
Based upon the results of the UST closure, NCDEQ requested that a monitoring well
be installed in the former location of the diesel UST to check for the presence of free
product. In November 2020, a monitoring well (MW-11) was installed and sampled.
Free product was not present in the well, but benzene and EDB exceeded their GCLs.
Based on these results, NCDEQ assigned a new Incident No. (47271) and requested
completion of a CSA. Three additional monitoring wells (MW-12 through MW-14) were
installed in May of 2021. Sampling results indicated that the contaminant plume had not
been defined to the GCL and additional monitoring wells would be required to complete
the CSA.
Two additional monitoring wells, MW-15 and MW-16, were installed on February 9,
2022 to further delineate the contaminant plume. During installation of these wells,
several wells were gauged for the presence of free product. At that time, well MW-12
was observed to contain a free product thickness of approximately 1.13
feet. Correspondence with NCDEQ's Gene Mao about this well led to the approval
of an Aggressive Fluid Vapor Recovery (AFVR) event, which is documented in this
report. Selected correspondence with NCDEQ is provided in Appendix A.
The opinions included herein are based on our experience and the information obtained
during the study. This report is based on limited observations made on the dates noted
using the procedures described herein. If additional information becomes available, we
request the opportunity to review the information, reassess the potential environmental
concerns and modify our conclusions and recommendations, if appropriate.
Free Product Recovery Report
Speedway 6952-C
High Point, NC
April 26, 2022
Page 2
2.0 FIELD ACTIVITIES
Well Gauging and Free Product Thickness
Monitoring wells MW-11, MW-12, MW-13, and MW-15 were gauged for free product
thickness on March 3, 2022, prior to the AFVR event. Based on the readings from the
oil/interface probe, it was determined that well MW-12 contained approximately 0.35 feet
of free product. The other three wells did not contain free product at that time.
Approximately 15 minutes after the conclusion of the AFVR event, liquid level
measurements were performed on the same four wells, with well MW-12 exhibiting a free
product thickness of 0.04 feet.
Mid-Atlantic re-mobilized to the site on April 11, 2022 to perform follow-up free product
gauging. Monitoring wells MW-11, MW-12, MW-13, and MW-15 were gauged for free
product thickness and well MW-12 exhibited 0.04 feet of free product. The other wells did
not exhibit measurable free product thicknesses. Water level and free product thickness
measurements (including historical measurements made by Mid-Atlantic) are included in
Table 1.
Recovered Free Product
The AFVR event was conducted over an 8-hour period on March 3, 2022, extracting
from wells MW-11 and MW-12. Well construction records for these wells are provided
in Appendix B. Field measurements obtained during the event are provided in Appendix
C. AFVR services were provided by Eastern Environmental Management, LLC (Eastern
Environmental) of Rocky Mount, North Carolina. A summary of the AFVR event is
provided in Table 2. As summarized, 307 gallons of petroleum-contact water was
recovered during the AFVR event. No measurable free product was observed in the
vacuum truck recovery tank.
The estimated amount of recovered gasoline from emissions during the AFVR event
was calculated at approximately 0.08 gallons. This volume appears to be lower than
expected, based on the volume of free product on the water table, and could be related
to measurement equipment (PID and/or anemometer) accuracy. The calculations for
converting vapor emissions (in pounds) to gallons of gasoline are provided in Appendix
D.
The Material Manifest and Certificate of Disposal for disposition of recovered liquids are
included in Appendix E. The material was transported to Eastern Environmental’s facility
in Rocky Mount, North Carolina for disposal.
Free Product Recovery Report
Speedway 6952-C
High Point, NC
April 26, 2022
Page 3
3.0 FREE PRODUCT RECOVERY COST ANALYSIS
Cost Estimate for AFVR
An AFVR event was conducted at the site on March 3, 2022, with no measurable free
product as liquid and 0.08 gallons of free product recovered as vapor.
Based on these results, the cost to perform an AFVR event was calculated as follows:
Description Details Cost
Field Supervision 1 event @ 8 hours/event @ $93/hour $744.00
Travel Trust Fund lump sum cost $250.00
Cost of AFVR 1 event @ $1,357.45 (includes 307 gallons
disposal)$1,357.45
Total, Per Event $2,351.45
Total, Per Gallon ($2,351.45 / 0.08 gal)$29,383/gal
4.0 CONCLUSIONS AND RECOMMENDATIONS
Mid-Atlantic concludes the following:
• The AFVR event removed a total of 307 gallons of petroleum-contaminated water
and approximately 0.08 gallons of free product from two site monitoring wells;
• Free product is present on the water table, but at a reduced thickness after the
AFVR;
• AFVR at the site appears to be a cost-prohibitive option for product recovery.
Mid-Atlantic recommends the following:
• Installation of a passive recovery device (passive bailer or petroleum-absorbent
sock);
• Additional free product gauging events to maintain the passive recovery device
and monitor free product thickness; and
• Submittal of this report to NCDEQ.
Free Product Recovery Report
Speedway 6952-C
High Point, NC
April 26, 2022
Page 4
TABLES
WELL NUMBERDATETOC (ft)DTP (ft)APPARENT FP THICKNESS (ft)DTW (ft), BTOCCORRECTED DTW (ft)SWLE (ft)11/06/2098.69----19.3319.3379.3601/29/2198.69----18.9318.9379.7605/11/2198.69----18.1218.1280.5702/11/2298.69----20.9520.9577.7403/03/2298.69----20.8820.8877.8104/11/2298.69----20.5320.5378.1605/11/2198.46----18.3518.3580.1102/11/2298.4620.921.1322.0521.2377.2303/03/2298.4621.010.3521.3621.1077.3604/11/2298.4620.710.0420.7520.7277.7402/11/2297.79----20.7820.7877.0103/03/2297.79----NMNMNM 04/11/2297.79----NMNMNM 05/11/2197.52----17.1417.1480.3802/11/2297.52----19.9219.9277.6003/03/2297.52----19.8519.8577.6704/11/2297.52----19.4819.4878.0405/11/2199.83----18.9318.9380.9002/11/2299.83----21.4021.4078.4303/03/2299.83----NMNMNM 04/11/2299.83----21.1421.1478.6902/11/2298.96----21.6421.6477.3203/03/2298.96----21.5521.5577.4104/11/2298.96----21.1821.1877.7802/11/2298.29----21.5021.5076.7903/03/2298.29----NMNMNM 04/11/2298.29----21.0421.0477.25Notes:Shaded cells indicate that the water level has been corrected for the presence of free productBTOC - Below Top of Casing (TOC)DTP - Depth to Free Product (in feet)DTW - Depth to Water (in feet)SWLE - Static Water Elevation (in feet)NM - not measured on that dateTABLE 1SUMMARY OF HISTORICAL LIQUID LEVEL MEASUREMENTSSPEEDWAY #6952HIGH POINT, NORTH CAROLINADWM INCIDENT NO.: 47271MID-ATLANTIC JOB NO. R1200.C5MW-16MW-11MW-12MW-12DMW-13MW-14MW-15
WELL ID
CASING
DIAMETER
(IN)
PRODUCT
THICKNESS
BEFORE AFVR
EVENT
(FT)
PRODUCT
THICKNESS
AFTER AFVR
EVENT
(FT)
WATER
REMOVED
(GAL)
MW-11 2.00 NONE NONE
MW-12 2.00 0.35 0.04
Notes:AFVR - Aggressive Fluid Vapor Recovery
FT - Feet
GAL - Gallons
IN - Inches
TABLE 2
SUMMARY OF AFVR EVENT
SPEEDWAY #6952
HIGH POINT, NORTH CAROLINA
MARCH 3, 2022
307
DRAWINGS
´
TOPOGRAPHIC SITE MAP
SPEEDWAY #6952
2201 NORTH MAIN STREET
HIGH POINT, NORTH CAROLINA
DRAWN
BY:
DATE:
ENG.
CHECK:
JOB NO:
APPROVAL: RSM
DRAFT
CHECK:
GIS NO:
DWG NO:
REFERENCES:SCALE:
RANDOLPHROWAN
GUILFORD
DAVIDSON
FORSYTH
DAVIE
YADKIN
MOORECABARRUSSTANLY
ROCKINGHAM
§¨¦I73
AREA SHOWN
WITHIN NORTH CAROLINA
JUNE 2021
000R1200.C3
04G-R1200.11-1
1
1. HIGH POINT WEST, NC DIGITAL RASTER GRAPHIC FILE, USGS. SCANNED FROM 1:24,000-SCALE TOPOGRAPHIC MAP: HIGH POINT WEST, NC, 2013, USGS.
2. INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS, BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C.
CONTOUR INTERVAL = 10 FEET
0 1,000 2,000
Feet
SITE
´
1:12,000
DRAWN
BY: KRC
DATE:
ENG.
CHECK:
JOB NO:
APPROVAL: RSM
DRAFT
CHECK: RSM
GIS NO:
DWG NO: 2
SPEEDWAY 6952
(2201 N MAIN ST)N Ma
in
S
t
Scott Ave
E Parris AveW Parris Ave
NCCGIA, NC911 Board
´
1:1,200SCALE:
SITE LOCATION MAP
SPEEDWAY #6952
2201 NORTH MAIN STREET
HIGH POINT, NORTH CAROLINA
REFERENCES:
1. AERIAL IMAGERY FROM NC ONEMAPS
2. GUILFORD COUNTY GIS
3. MID-ATLANTIC FIELD NOTES 0 100 20050Feet
JUNE 2021
000R1200.C3
03G-R1200.C3-2
Legend
SUBJECT SITE
PARCEL BOUNDARIES
NOTE: UST SYSTEM AND CANOPY
HAVE BEEN REMOVED
@A
@A
@A@A
@A
@A
ED
SPEEDWAY 6952
STORE
MW-14 MW-13
MW-12
MW-15
MW-16
MW-12DMW-11
FORMER
UST BASIN
FORMER
CANOPY
FORMER GASOLINE
UST LOCATION
2206 NORTH
MAIN STREET
NCCGIA, NC911 Board
´
SITE AND MONITORING WELL LOCATION MAP
SPEEDWAY #6952
2201 NORTH MAIN STREET
HIGH POINT, NORTH CAROLINA
DATE: MARCH 2022
JOB NO.: 000R1200.C4
GIS NO.: 3G-R1200.C4-3
DRAWING NO.: 3
REFERENCE: AERIAL IMAGE FROM NC ONEMAPS. PARCEL BOUNDARY FROM GUILFORD COUNTY GIS. MID-ATLANTIC FIELD NOTES.
Legend
ED DEEP TYPE III MONITORING
WELL
@A MONITORING WELL
SUBJECT SITE
NOTE: UST SYSTEM AND CANOPY
HAVE BEEN REMOVED
1:360SCALE:
0 30 6015Feet
DRAWN
BY: KRC
APPROVAL: RSM
DRAFT
CHECK: RSM
ENG.
CHECK: RSM
APPENDIX A - NCDEQ CORRESPONDENCE
Site Name City / County /Guilford Incident #47271
Resp Pty Name / Contact /Incident Mgr Region WS
RP Type (Owner/Operator / Landowner / Attny-in-fact)Change Order?Prev. TA #4
Consultant / Project Mgr /Raymond Marchant
Telephone / Fax Number /Task Authorization Number:ChangeOrd:
Project Mgr Email Site Risk / Rank / Abatement:RRA Date:
Proposal# / Scope Dates /% Commercial (C=100%, NC=0%, Both=1%-99%)
Has STF Eligibility Been Determined? (Y/N)Site Status (Active or NFA Date)
With Claim: [ ] All Main Consultant/Contractor invoices attached?[ ] Proof of payment attached directly to the front of each invoice?
w Important: The date of reimbursement is dependent on the Trust Fund balance. There may be a delay in the reimbursement of claims for work under this ePATA.3rd Pty Ded?Task #Lab /
SubCode
RO AuthProposed
Rate/Price
(Consultant)CO AuthProposed Task
Subtotal
(Consultant)
Preapproved
Subtotal
(UST Section)
Claimed
Amount3
(Consultant)
AFVR /
2.082 8 hrs $93.00 $744.00
2.084 8 / hrs $125.00 $1,000.00 /
2.084 1 / mobe $250.00 $250.00 /
2.084 3000 / gallons $0.35 $1,050.00 /
2.087 2 / wells $50.00 $100.00 /
4.090 #810 2 / wells $10.00 $20.00 /
6.022 1 / rept $500.00 $500.00 /
12.050 2 / mobes $500.00 $1,000.00 /
//
Requested Preapproved Claimed 3
TOTAL:$4,664.00 $0.00 TOTAL:
Total Standard Costs (Not Third Party)$4,664.00 $0.00 Total Standard Costs
Total applied as Third Party Deductible/Damage Costs $0.00 $0.00 Total Third Pty Costs
Process Tracking (Date)
TA Submittal:2/10/22 by:(PM)(Reserved for RO)
RO Review:by:(IM)Joint UST Preapproval Confirmed By:Date1
CO Review:by:(STF)RP or Designee Receipt Confirmed By:Date 4
1 - This ePATA expires one year from the Joint UST Preapproval date. This does not extend, alter, or supersede any regulatory deadlines (e.g., NORR's, NOV's, Enforcements, etc.)
2 - THE ONE YEAR STATUTE OF LIMITATIONS APPLIES TO EACH INDIVIDUAL TASK. Costs must be claimed within one year of completion of that task to be reimbursable.
3 - Only Tasks included on this ePATA may be claimed. Do not include other Tasks or claimed costs (i.e., Claim preparation) that were not preapproved or the claim will be returned.
4 - Preapproval is not valid (i.e., claimable) until receipt is signed as 'Confirmed' by the RP or their designee and returned to the Trust Fund within a week of approval. Signature
indicates acknowledgement of the tasks and amounts approved. Any objections/appeals must be submitted via Change Order prior to work proceeding. Scope/cost
negotiations do not supersede other regulatory deadlines as described in #1 above. Also, any ePATA that has been signed as 'Confirmed' by both the UST Section and RP
is not to be modified without written consent by all signatories.
5 - Tasks approved on Directed - CAB Only ePATAs must be performed in accordance with all applicable rules, statutes, and RRD Task Scopes of Work to be reimbursed in full.
DWM/UST ePATA 8/1/2020
DIRECTED COSTS
High Point
(Must Complete with Claim Submittal)(See Instructions / RRD for Tasks requiring Preapproval / Task Authorization)
Owner/Operator
919-250-9918 (Reserved for Incident Manager)
PREAPPROVAL / TASK AUTHORIZATION
Speedway 6952-C
Note: This Electronic Preapproval Task Authorization (ePATA) shall be used to receive preapproval from the UST Section. A proposal,including maps and figures,must be
attached to elaborate on the costs for the tasks listed below that describes the scope of work and the rationale for the proposed activities.If, following completion of this ePATA,
you discover that unexpected tasks must be performed, incurring costs for tasks not originally included with this form, you must complete and submit a separate ePATA request
designated as a "Change Order" in the provided space above prior to conducting those tasks. Include a copy of the prior ePATA form for confirmation. Please attach this form to
the cover of the corresponding claim when requesting reimbursement. IMPORTANT:Only one claim may be submitted per ePATA and all work on the ePATA must have been
completed within 12 monthsofthe completiondate of the FIRST completed task to remain within theStatute of Limitations. All ePATAs submitted within a claim are closed with that
claim, and may not be re-used in a separate submittal, even for costs or tasks that were not originally claimed. Final reimbursement of costs associated with the Total Claimed
amount below may be affected by the eligibility status of the site (i.e., deductibles, apportionment, etc.), and the documentary validation of incurred costs as reasonable and
necessary expenses per 15A NCAC 2P .0402 and .0404.
(Initials)
RSM
Proposed
Units / Type
(Consultant)
Gene Mao
YES
R1200.C5 Feb-March22
919-250-9950
Dates of Work
(Consultant)
Started1 / Completed2
FINAL REIMBURSEMENT
YES
[e-mail]
Speedway LLC Charles A. Chiara
Mid-Atlantic Associates, Inc.
ELECTRONIC PREAPPROVAL TASK AUTHORIZATION FORM
Dept of Environmental Quality - Division of Waste Management
1
Trey Marchant
From:Trey Marchant
Sent:Thursday, February 10, 2022 4:21 PM
To:Gene Mao
Subject:RE: Speedway 6952-C, High Point
Attachments:47271-5_PATA_AFVR.xlsx
Gene-

Please see attached PATA request form to perform one AFVR event and a return trip approximately 2 weeks later to
gauge the wells again, then followed by report preparation. I’ve included a provision for the follow-up gauging for both
MW-11 (GCL exceedance well) and MW-12 (well with product recently found) such that we can claim either 2.087 (if
there is product) or 4.090 (if there is no product). Only the applicable task code will be charged, of course. Please let me
know if any questions. Thanks,

Trey

Raymond S. "Trey" Marchant, III, P.G.
Principal Geologist
MID-ATLANTIC ASSOCIATES, INC.
409 Rogers View Court | Raleigh, NC 27610
919-250-9918 | 919-250-9950 (Facsimile) | 919-413-0868 (Mobile)
www.MAAONLINE.com | Outstanding Service Since 1993
________________________
Confidentiality Notice: The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.Its
contents (including any attachments) may contain confidential and/or privileged information. If you are not an intended recipient you
must not use, disclose, disseminate, copy or print its contents. If you receive this e-mail in error, please notify the sender by reply e-mail
and delete and destroy the message.

From: Gene Mao <[e-mail]>
Sent: Wednesday, February 9, 2022 4:10 PM
To: Trey Marchant <[e-mail]>
Subject: RE: Speedway 6952-C, High Point

OK. Your AFVR should cover the well with GCL violation, too.

Gene Mao
Hydrogeologist
Public Health

Guilford County Government
400 West Market Street, Greensboro, NC 27401
336-641-3589 | m: 336-451-7638 | f: 336-641-4812
[e-mail] | www.guilfordcountync.gov

2

From: Trey Marchant <[e-mail]>
Sent: Wednesday, February 9, 2022 4:03 PM
To: Gene Mao <[e-mail]>
Subject: Re: Speedway 6952-C, High Point

***WARNING*** This email originated from outside of Guilford County. Do not click links or open
attachments unless you recognize the sender and know the content is safe. When in doubt, please click on
the Phish Alert Report button for our security team analysis.
From my field tech's text

Mw-12 dtw was 22.05ft, product was 20.92ft.

Photo of product attached

He bailed about two gallons of products out of it

Sent via the Samsung Galaxy S21 5G, an AT&T 5G smartphone
Get Outlook for Android
From: Trey Marchant
Sent: Wednesday, February 9, 2022 3:26:06 PM
To: Gene Mao <[e-mail]>
Subject: RE: Speedway 6952-C, High Point

Trying to get one….will let you know

Raymond S. "Trey" Marchant, III, P.G.
Principal Geologist
MID-ATLANTIC ASSOCIATES, INC.
409 Rogers View Court | Raleigh, NC 27610
919-250-9918 | 919-250-9950 (Facsimile) | 919-413-0868 (Mobile)
www.MAAONLINE.com | Outstanding Service Since 1993
________________________ Confidentiality Notice: The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.Its
contents (including any attachments) may contain confidential and/or privileged information. If you are not an intended recipient you
must not use, disclose, disseminate, copy or print its contents. If you receive this e-mail in error, please notify the sender by reply e-mail
and delete and destroy the message.
From: Gene Mao <[e-mail]>
Sent: Wednesday, February 9, 2022 3:21 PM
To: Trey Marchant <[e-mail]>
Subject: RE: Speedway 6952-C, High Point

If he is still there, a picture and his text would de very good.

Gene Mao

3

Hydrogeologist
Public Health

Guilford County Government
400 West Market Street, Greensboro, NC 27401
336-641-3589 | m: 336-451-7638 | f: 336-641-4812
[e-mail] | www.guilfordcountync.gov

From: Trey Marchant <[e-mail]>
Sent: Wednesday, February 9, 2022 3:18 PM
To: Gene Mao <[e-mail]>
Subject: RE: Speedway 6952-C, High Point

***WARNING*** This email originated from outside of Guilford County. Do not click links or open
attachments unless you recognize the sender and know the content is safe. When in doubt, please click on
the Phish Alert Report button for our security team analysis.
What exactly do you need? I have a text from my field guy…will that work?

Raymond S. "Trey" Marchant, III, P.G.
Principal Geologist
MID-ATLANTIC ASSOCIATES, INC.
409 Rogers View Court | Raleigh, NC 27610
919-250-9918 | 919-250-9950 (Facsimile) | 919-413-0868 (Mobile)
www.MAAONLINE.com | Outstanding Service Since 1993
________________________ Confidentiality Notice: The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.Its
contents (including any attachments) may contain confidential and/or privileged information. If you are not an intended recipient you
must not use, disclose, disseminate, copy or print its contents. If you receive this e-mail in error, please notify the sender by reply e-mail
and delete and destroy the message.
From: Gene Mao <[e-mail]>
Sent: Wednesday, February 9, 2022 3:17 PM
To: Trey Marchant <[e-mail]>
Subject: RE: Speedway 6952-C, High Point

Trey,

Send me the field activity document.

Thanks.

Gene Mao
Hydrogeologist
Public Health

4

Guilford County Government
400 West Market Street, Greensboro, NC 27401
336-641-3589 | m: 336-451-7638 | f: 336-641-4812
[e-mail] | www.guilfordcountync.gov

From: Trey Marchant <[e-mail]>
Sent: Wednesday, February 9, 2022 3:01 PM
To: Gene Mao <[e-mail]>
Subject: Speedway 6952-C, High Point

***WARNING*** This email originated from outside of Guilford County. Do not click links or open
attachments unless you recognize the sender and know the content is safe. When in doubt, please click on
the Phish Alert Report button for our security team analysis.
Hi Gene-

We are putting in the CSA wells and one of the existing wells, MW-12 (see attached map), has 1.13 feet of free product
in it. Speedway would like to do an AFVR to remove it. Do we need pre-approval for that?

Raymond S. "Trey" Marchant, III, P.G.
Principal Geologist
MID-ATLANTIC ASSOCIATES, INC.
409 Rogers View Court | Raleigh, NC 27610
919-250-9918 | 919-250-9950 (Facsimile) | 919-413-0868 (Mobile)
www.MAAONLINE.com | Outstanding Service Since 1993
________________________
Confidentiality Notice: The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.Its
contents (including any attachments) may contain confidential and/or privileged information. If you are not an intended recipient you
must not use, disclose, disseminate, copy or print its contents. If you receive this e-mail in error, please notify the sender by reply e-mail
and delete and destroy the message.

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APPENDIX B - MONITORING WELL CONSTRUCTION RECORDS
WELL CONSTRUCTION RECORD (GW-1)

4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient)
N W
6.Is(are) the well(s): Permanent or Temporary
7. Is this a repair to an existing well: Yes or No
If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back of this form.
8.For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wellsdrilled:
9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′)
10.Static water level below top of casing: (ft.) If water level is above casing, use “+”
11. Borehole diameter: (in.)
12.Well construction method: (i.e. auger, rotary, cable, direct push, etc.)
22.Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner.
23.Site diagram or additional well details: You may use the back of this page to provide additional well site details or wellconstruction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well construction to the following:
Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells: In addition to sending the form to the address in 24a above, also submit one copy of this form within 30 days of completion of well construction to the following:
Division of Water Resources, Underground Injection Control Program, 1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells: In addition to sending the form to the address(es) above, also submit one copy of this form within 30 days of completion of well construction to the county health department of the county where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
Print Form
For Internal Use Only:
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
NC Well Contractor Certification Number
Carolina Soil Investigations, LLC
Company Name
2.Well Construction Permit #: List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.)
3.Well Use (check well use):
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)
FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
Water Supply Well:
Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Wells > 100,000 GPD
Agricultural
Geothermal (Heating/Cooling Supply)
Industrial/Commercial Irrigation
17. SCREENFROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUTFROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
Non-Water Supply Well:
Monitoring Recovery
ft. ft.
ft. ft.
Injection Well: Aquifer Recharge Groundwater Remediation
Aquifer Storage and Recovery Salinity Barrier
Aquifer Test Stormwater Drainage
Experimental Technology Subsidence Control
Geothermal (Closed Loop) Tracer
Geothermal (Heating/Cooling Return) Other (explain under #21 Remarks)
ft. ft.
19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
1.Well Contractor Information:
___________________________________________________________
Well Contractor Name
WELL CONSTRUCTION RECORD
Guilford County Division of Environmental Health
1. Site Name: ______________________________________________________ Well #: ___________
2. Well Location: ___________________________________________________________________
3. GPS Location latitude (decimal degrees):_______________
longitude (decimal degrees): ______________
4. Type of Well: monitoring ___ air injection ___ air sparging ___ groundwater recovery ___ SVE ___
5. Depth of Well: ____ feet 6. Diameter of Well: ___ inches
7. Depth of Water Table below Top of Casing: _____ feet
8. Well Casing: Depth Material
Depth Drilling Log
from ____to ____ft _________________
From To Formation Description
__________ ________________
from ____to ____ft
______
9. Screen Interval: from ____ to ____ ft
__________ _______________10. Grout: depth material
__________ ________________
from ____to ____ft _________________
__________ ________________
from ____to ____ft _________________
__________ ________________
11. Gravel or sand pack interval: from ___ to ___ ft
__________ ________________
12.
13. Well Construction Date: beginning: _____________
completion: ____________
14. Remarks: ___________________________________________________________________________
I do hereby certify that this well was constructed in accordance with the Guilford County Well Rules and a copy of
this record has been provided to the well owner.
______________________________________________________
Signature of Contractor or Agent Date
Speedway 6952
2201 N. Main Street, High point, NC 27262
1
0 16 2" sch 40 PVC
16 26
_________________ 2"
sch 40 PVC 0.010"slot
14 26
_______________
26 2
20
MW-11
0 10 portland cement
10 14 bentonite
35.98403
-80.02421
How is the well secured? __8" diameter flushmount cover in concrete pad.
11/5/2020
11/5/2020
N
W
0-6ft Light brown sandy silt
6-10ft Dark grey sandy silt
10-15ft
15-20ft
20-30ft
Tan/white/green-grey sandy
micaceous silt (saprolite)
Tan/white sandy micaceous
silt (weathered rock)
Tan/white/light grey sandy
micaceous silt (weathered rock)
WELL CONSTRUCTION RECORD (GW-1)For Internal Use Only:
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
1. Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
ƑAgricultural ƑMunicipal/Public
ƑGeothermal (Heating/Cooling Supply)ƑResidential Water Supply (single)
ƑIndustrial/Commercial ƑResidential Water Supply (shared)
ƑIrrigation ƑWells > 100,000 GPD
Non-Water Supply Well:
ƑMonitoring ƑRecovery
Injection Well:
ƑAquifer Recharge ƑGroundwater Remediation
ƑAquifer Storage and Recovery ƑSalinity Barrier
ƑAquifer Test ƑStormwater Drainage
ƑExperimental Technology ƑSubsidence Control
ƑGeothermal (Closed Loop)ƑTracer
ƑGeothermal (Heating/Cooling Return) ƑOther (explain under #21 Remarks)
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient)
N W
6. Is(are) the well(s): ƑPermanent or ƑTemporary
7. Is this a repair to an existing well: ƑYes or ƑNo
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wellsdrilled:
9. Total well depth below land surface:(ft.)
For multiple wells list all depths if different (example- 3@200’ and 2@100ƍ)
10. Static water level below top of casing:(ft.)
If water level is above casing, use “+”
11. Borehole diameter: (in.)
12. Well construction method:(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft.ft.
ft.ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)
FROM TO DIAMETER THICKNESS MATERIAL
ft.ft.in.
16. INNER CASING OR TUBING (geothermal closed-loop)
FROM TO DIAMETER THICKNESS MATERIAL
ft.ft.in.
ft.ft.in.
17. SCREEN
FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft.ft.in.
ft.ft.in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft.ft.
ft.ft.
ft.ft.
19. SAND/GRAVEL PACK (if applicable)
FROM TO MATERIAL EMPLACEMENT METHOD
ft.ft.
ft.ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft.ft.
ft.ft.
ft.ft.
ft.ft.
ft.ft.
ft.ft.
ft.ft.
21. REMARKS
22. Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with
15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy
of this record has been provided to the well owner.
Site diagram or additional well details:You may use the back of this page to provide additional ZHOOFRQVWUXFWLRQLQIRDGG
6HH2YHU
LQ5HPDUNV%R[<RXPD\DOVRDWWDFKDGGLWLRQDOSDJHVLIQHFHVVDU\
SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells:Original form to Division of Water Resources (DWR),Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells:Copy to DWR, Underground Injection Control (IUC)Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open-Loop Geothermal Return Wells: Copy to the county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUAPermit Program, 1611 MSC, Raleigh, NC 27699-1611
JACOB MESSICK
A - 4252
GEOLOGIC EXPLORATION

0.0 15.0 SCH 40
15.0 25.0 .010
●
0.0 PORTLAND BENTONITE

13.0 20-40
0.0 BROWN/TAN SILT 05/10/21 MW-12 5.0 TAN SILT
SPEEDWAY - 6952
2201 NORTH MAIN STREET HIGH POINT 27262

GUILFORD BENTONITE SEAL ~ 11.0 - 13.0 FEET
35° 59' 01.97" 80° 01' 26.98"06/04/21
●
25.0
19.0
8.0
AUGER

PVC
SCH 40 PVC

2.0

2.0
11.0

25.0
5.0
25.0

FINE SILICA SAND
SLURRY

APPENDIX C - AFVR FIELD DATA
APPENDIX D - AFVR EVENT GASOLINE EMISSIONS WORKSHEETS
AGGRESSIVE FLUID VAPOR RECOVERY EVENT
AFVR EVENT DATE: 03/03/2022
INCIDENT NUMBER: 47271
IDENTIFY THE WELL AND THE I.D. OF EACH WELL USED FOR AFVR:MW-11 and MW-12 2-INCH I.D.
PROVIDE BLOWER SPECIFICATIONS OF THE VACUUM TRUCK::1000 CFM @ 27'' Hg
DRY STANDARD CUBIC FEET PER MINUTE (DSCFM) AIR FLOW CALCULATIONS (Qstd)
Date Time Vacuum Velocity Pipe ID Temp Rel Humid Bwsw -Water Bws - Water Qstd
(inches of Hg)(ft/min)(in)(°F)(%)Vapor (Wt%)Vapor (Vol%)(flow)
3/3/22 6:45 23.00 117 6 60.4 59.8 0.025 0.039 22
3/3/22 7:00 23.00 129 6 61.9 79.3 0.025 0.039 25
3/3/22 7:15 23.00 144 6 63.6 100 0.025 0.039 27
3/3/22 7:30 23.00 137 6 76.7 100 0.025 0.039 25
3/3/22 8:00 23.00 175 6 78.9 100 0.025 0.039 32
3/3/22 8:15 22.00 202 6 89.6 100 0.025 0.039 37
3/3/22 8:30 22.00 262 6 109.9 100 0.025 0.039 46
3/3/22 8:45 22.00 271 6 125.8 100 0.025 0.039 46
3/3/22 9:00 22.00 324 6 127.4 100 0.025 0.039 55
3/3/22 9:30 22.00 331 6 135.8 100 0.025 0.039 55
3/3/22 10:00 22.00 398 6 142.9 100 0.025 0.039 66
3/3/22 10:30 22.00 419 6 147.7 100 0.025 0.039 69
3/3/22 11:00 22.00 450 6 148.6 100 0.025 0.039 74
3/3/22 11:30 21.00 376 6 143.8 100 0.025 0.039 62
3/3/22 12:00 21.00 560 6 153.6 100 0.025 0.039 91
3/3/22 12:30 21.00 410 6 151.7 100 0.025 0.039 67
3/3/22 13:00 21.00 511 6 157.4 100 0.025 0.039 83
1/27/22 13:30 21.00 381 6 156.2 100 0.025 0.039 62
1/27/22 14:00 21.00 397 6 154 100 0.025 0.039 64
1/27/22 14:30 21.00 405 6 156.8 100 0.025 0.039 65
1/27/22 15:00 21.00 384 6 158.1 100 0.025 0.039 62
NOTES
Qstd = Flow at DSCFM
Vacuum = The level of vacuum being applied should be recorded from the vacuum truck tank (inches of Hg)
Velocity = The rate at which air flows is measured at the blower discharge piping (anemometer or pitot tube)
Pipe ID = The inside diameter of the blower discharge piping (from the vacuum truck)
Temperature = The temperature of the air stream exiting the blower discharge piping (dry bulb temp., in deg.°F)
Relative humidity = The % relative humidity of the air stream exiting the blower discharge piping
Bwsw = water vapor % by weight, i.e., pounds of water per pound of dry air, 0.025 used as a constant
Bws = water vapor % by volume
EQUATIONS
Bws = (Bwsw/18 lb-mole H20)/[(1/28.84 lb-mole dry air) + (Bwsw/18 lb-mole H2O)]
Qstd = (1-Water Vapor) * velocity * (PI * (diameter/24)2) * (528°R/(Temp + 460))
SITE NAME: SPEEDWAY 6952
MW-11 and MW-12
EMISSION CALCULATIONS
ß
Elapsed
Time Flow PPMmeasured PPMwet PPMdry K PPMconc Cc:m Cc PMRc PMRg PMR
(min)(DSCFM)(ppm)(#C - gas)(mg/dsm3)(lb/dscf)(lb/hr)(lb/hr)(lb)
0 22 927 927 964 1 964 481 3.0033E-05 0.04 0.05 0.00
15 25 686 686 713 1 713 356 2.2225E-05 0.03 0.04 0.01
30 27 698 698 726 1 726 362 2.2614E-05 0.04 0.04 0.01
45 25 610 610 634 1 634 317 1.9763E-05 0.03 0.03 0.01
60 32 695 695 723 1 723 361 2.2517E-05 0.04 0.05 0.01
75 37 830 830 863 1 863 431 2.689E-05 0.06 0.07 0.02
90 46 791 791 823 1 823 410 2.5627E-05 0.07 0.08 0.02
105 46 740 740 770 1 770 384 2.3974E-05 0.07 0.08 0.02
120 55 689 689 717 1 717 358 2.2322E-05 0.07 0.09 0.02
150 55 672 672 699 1 699 349 2.1771E-05 0.07 0.08 0.04
180 66 571 571 594 1 594 296 1.8499E-05 0.07 0.08 0.04
210 69 698 698 726 1 726 362 2.2614E-05 0.09 0.11 0.05
240 74 665 665 692 1 692 345 2.1545E-05 0.10 0.11 0.06
270 62 632 632 657 1 657 328 2.0475E-05 0.08 0.09 0.04
300 91 594 594 618 1 618 308 1.9244E-05 0.11 0.12 0.06
330 67 640 640 666 1 666 332 2.0735E-05 0.08 0.10 0.05
360 83 440 440 458 1 458 228 1.4255E-05 0.07 0.08 0.04
360 62 503 503 523 1 523 261 1.6296E-05 0.06 0.07 0.00
360 64 589 589 613 1 613 306 1.9082E-05 0.07 0.09 0.00
360 65 690 690 718 1 718 358 2.2355E-05 0.09 0.10 0.00
Total emissions in pounds 0.51
NOTES # of Gasoline, per Gallon 6.25
PPMmeasured = Actual measurements (ppm) taken with a OVA or TVA at the blower discharge piping (See Ref. 3 below)
(Note: Initial OVA measurement taken after 60 min elapsed time; this value was used for prior measurements)
PPMwet = "wet" concentration
PPMdry = "dry" concentration Gallons of Gasoline,0.08
K = Number of carbons in calibration gas: (Methane K = 1, or Propane K = 3, or Hexane K = 6)Off-gas (vapor)
PPMc= PPMv, Volumetric concentration of VOC emissions as carbon, dry basis at STP
Cc:m = mg/dsm3, mass concentration of VOC emissions as carbon
Mc = 12.01 mg/mg-mole, molecular weight of carbon
K3 = 24.07 dsm3/106 mg-mole, mass to volume conversion factor at STP
Cc = lb/dcsf, mass concentration of VOC emissions as carbon, dry basis at STP
PMRc = lb/hr, pollutant mass removal rate of VOC's as carbon
PMRg = lb/hr, pollutant mass removal rate of of VOC's as gasoline
PMR = lb, pollutant mass removal of VOC's as gasoline
EQUATIONS
PPMwet = PPMmeasured
PPMdry = (PPMwet)/(1-Bws)
PPMc = (PPMd)(K)
Cc:m = (PPMc)(Mc / K3)
Cc = (Cc:m)(62.43x10-9 lb-m3/mg-ft3)
PMRc = (Cc)(Qstd)(60 min/hr)
PMRg = (PMRc)(Mg/Mcg)
PMR = (PMRg)(#minutes/60)
Notes and References (by Mid-Atlantic Associates, 6/17/2008):
1. Excel spreadsheet produced by UST Section, Division of Waste Management, N.C. Department of Environment and Natural Resources (DENR)
during the 1990s. April 2001 DENR guidance for corrective action contains similar information as in spreadsheet (attached)
2. Water Vapor Weight % from Pyschrometric chart for air-water vapor mixtures contained in Perry's Chemical Engineers' Handbook, 1973.
3. Conversion factor for pounds of gasoline emisson to gallons of liquid gasoline reported by NCDENR, 2001, and obtained from Automotive Fuels
MW-11 and MW-12
Reference Book, by K. Owens and T. Coley, Second Edition, 1995, Published by the Society of Automotive Engineers (DENR citation attached).
APPENDIX E - MATERIAL MANIFESTS AND CERTIFICATE OF
DISPOSAL