NCG510391_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr, Secretary
Alan W. Klimek, P,E., Director
June 12, 2006
Ms, Danita Efi.rd
Efird & Company, LLC
4105 Renee Ford. Road
Stanfield, 'N..C. 28163
Subject: Rescission of NCG510391
Former Honeycutt Exxon
Stanly County
Dear Ms. Efird:
Division staff has confirmed that the subject Certificate of Coverage [issued under NPDES
General Permit NCG5100001 is no 'longer required. Therefore, in accordance with your request,
CoC NCG510391 is rescinded, effective immediately.
If in the future your client wishes to discharge wastewater to the State's surface waters, they
must first apply for and receive a new NPDES permit. Discharge of wastewater without a valid
NPDES permit will subject the responsible party to a civil penalty of up to $25,000 per day.
If you have questions about this rnatter, please contact Charles Weaver of my staff at the
telephone number or address listed 'below.
cc: Central FilesNPD
*141*.bitr
ES Permit
Fran McPherson, DWQ Budget Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 North Salisbury Street, Raleigh, North Carolina 27604
Internet: h2o,enr,state,nc,us
Phone: [phone], extension 511 / FAX [phone]
charkes.weaver omall.net
One
NorthCarolina
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
June 5, 2006
CERTIFIED MAIL
RETURN RECEIPT RE UESTED
George Flores
Efird & Company, LLC
4105 Renee Ford Rd
Stanfield,NC 28163
Witham G. Ross, Jr, Secretary
Alarr W,:KtittleksP.E., Director
("Mt, tnt
Subject: Notice of Violation
Failure to Submit Permit Renewal Application
Certificate of Coverage .NCG510391
Honeycutt Exxon
Stanly County
Dear Permittee:
NPDES General Permit NCG510000, under which the subject facility is covered, expires on
September 30, 2006. North Carolina Administrative Code (15.A NCAC 2H.0105(e)) requires that an
application for permit renewal be filed at least 180 days prior to expiration of the current permit. To satisfy
this requirement, your renewal package should have been sent to the Division postmarked no later than
April 3, 2006.
The Division has not received a renewal request for the subject CoC. This is a violation of your
permit at Part II. B. 10, which states "Any permittee that has not requested renewal at least 180 days prior
to expiration will subject the perrnittee to enforcement procedures as provided in NCGS 143-215.6 and 33
LISC 1251. et. seq.".
To prevent an assessment of civil penalties you must submit a completed permit application (see
enclosed forms) no later than June 19, 2006. If the system is inactive due to lack of trust fund payments,
but the remediation equipment is still on site, the CoC should be renewed.
If all remediation discharge from this facility has ceased and you wish to rescind this CoC [or if you
have any other questions], contact Charles Weaver of my staff. Mr. Weaver's telephone number, fax number
and e-mail address are listed at the bottom of this page.
Sincerely,
'ORIGINAL SIGNED
7sAm & 'MOM
Alan W. Klimek, P.E.
cc: Central Files
Mooresville Regional Office / Surface Water Protection
NPDES File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 511 (fax) 919 733-0719
VISIT us ON THE INTERNET @ httpl/h2o,enr,state nc us/NPDES e-mail: charles,[e-mail]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, RE., Director
George Flores
Efird. & Company, LLC
4105 Renee 'Ford Rd
Stanfield, NC
Dear Permittee:
28163
February 10, 2006
Subject:
NP.DES Permit NCG510000 renewal
Certificate of Coverage (CoC) NCG510391
Honeycutt Exxon
Stanly County
The .facility listed above is covered under NPDES permit NCG510000 for discharge of remediated
groundwater. NCG510000 expires on September 30, 2006. Federal (40 CFR 122.41) and North Carolina (15A
NCAC 2H.0105(e)) regulations require that permit renewal applications must be filed at least 180 days prior
to expiration of the current permit. If you have already mailed your renewal request, you may
disregard this notice.
To satisfy this requirement the Division must receive your renewal request postmarked no later than
April 3, 2006. Failure to request renewal by this date may result in a civil assessment of at least $500,00.
Larger penalties may be assessed depending upon the delinquency of -the request.
If any discharge from the remediation system will occur after September 30, 2006, your CoC must be
renewed. Discharge of wastewater without a valid permit would violate North Carolina General Statute 143-
21.5.1; unpermitted discharges of wastewater may be assessed civil penalties of up to $25,000 per day.
If you have halted remediation activity due to lack of trust fund money, but your site ranking from the
Aquifer Protection Section requires future remediation & discharge, your CoC must be renewed.
If all discharge has ceased at your facility and you wish to rescind this CoC [or if you have other
questions], contact me at the telephone number or e-mail address listed below.
Sincerely,
Charles H. Weaver, Jr,
NPDES Unit
cc: Central Files
Mooresville Regional Office, Surface Water Protection
NPDES File
FEB '7
1617 Maii Service Center, Raleigh, North Carolina 27699-1617
512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone], extension 511 / FAX [phone] / charles.weaver@nciraitnet
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B, Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
June 1, 1999
Ms, Denita H. Efird
4 105 Renee Ford Road.
Stanfield. North Carolina 28163
NCDENR
NORTH CAROL NA [DEPARTMENT OE
ENVIRONMENT ,AND NATURAL. FREsout3,c,
0041V-
Subject: General Perm„'
.Authorization to
Certificate of Coverage NCG510391
Former Honeycutt Exxon property
Stanly County
Dear Efird:
In accordance, with the May 13, 1999 request for reactivation of your discharge permit, submitted on your
behalf by Jeffery Hollis of Handex, Inc., we are forwarding herewith the subject Certificate of Coverage to discharge
under the subject state - NPDES general permit for petroleum contaminated groundwater remediation systems.
Authorization is hereby granted for the construction and operation of a groundwater remediation system consisting of
an oil/water separator. a 1.o profile air stripper, pumps, air compressors, carbon adsorption units, a pretreatment
filter for iron and manganese, and all associated piping and appurtenances with discharge of treated wastewater into
an unnamed tributary of the East Prong Rock Creek. a Class C water in the Yadkin - Pee Dee River Basin, This
Certificate ofCoverage is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the
Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated December
6, 1983 and as subsequently amended.
The proposed discharge would be to a storm sewer within a North Carolina Department of Transportation
(DOT) Right of Way (ROW). The storm sewer eventually discharges to an intermittent tributary to the East Prong
Rock Creek. The COC issuance is contingent upon the applicant obtaining DOT's permission to use the ROW.
Based on the source of your contamination, specifically gasoline, effluent page A. (1) applies to your
facility and lists required effluent limitations and monitoring frequencies.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to request an individual permit by submitting an individual permit application and letter
requesting coverage under an individual permit. Unless such demand is made, this certificate of coverage shall be
final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division of
Water Quality. The Division of Water Quality may require modification or revocation and reissuance of the
certificate of coverage in case of change of ownership or control of this discharge.
The Authorization to Construct is issued in accordance with Part III, Paragraph 2 of NPDES Permit No.
NCG5I0000, and shall be subject to revocation unless the wastewater treatment facilities are constructed in
accordance with the approved plans and specifications and the conditions and limitations specified in Permit No,
NCG5 L0000.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement wastewater treatment or disposal facilities.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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DDem
NCG510
06/01 /99
Page 2
fird
The Moore i11e Regional Office, telephone number 70 - 63-16 9, shall be notified at bast forty-ei ht
(8) hours in advance of operation :;f the installed facilities so that an in -place inspection can be made. Such
notification to the regional supervisor shall be made during the normal office hours front 8,00 a.m. until a 00 pint. on
Monday throu;5h Fridays excluding State Holidays,
Upon compl Lion of constructs+
received from a professional enLsneer c
NIPDES Permit. the Certificate of Cover
and prior to operation of this permitted facility t certification must be
ifying that the permitted Facility has been installed in accordance with the
ge„ this Authorization to Construct and the approved plans and
specifications. Mail the Certification to the Stormwater and General Permits Unit, P.O. Box 29535, Raleigh, NC
27626-053 .
the fau
xa, copy of the approved plans and sped'.
sty.
shall be maintained
Failure to abide by the requirements contained. in this Au at
to an enforcement action by the Division of Water Quality in accordance
215.6A to 143-215..
t to Ct n;
h North
by the Permittee for the hfe;of
gay subject the Femur ee
rolina General Statute 13-
This permit does not att"ect the legal requirements to obtain other perhich'may be required by the
Div^ision of Water Quality or permits required by the Division of Land Resources the Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Darren 13n land at telephone number ( 19)
733 5083, extension 545.
.ttachmertt
CC:
Hollis, Handex of the Carolinas, Inc.
ivlo, resville Regional Office, Water Quality Section
Storrnwvaterand General Permits Unit
Point Source Compliance and Enforcement Unit
Central Files
ly,
for Kerr T. Stevens
S W U,'O7- )O6O I 99

Denis i l f�cd
NCG510
06/01/99
Page 3
Engineer's C ri
having
as a duly registered Protessicanal Engineer in the State of North Carolina,
n authorized to observe (periodically, weekly„ full time) the construction of the
project„
P' aject ?caatt= ation
the
Eerniittee, hereby state than to the best +t`rrsy abilities, due care and diligence was used in the observation of th+
construction such that the construction ws observed to be built within substantial compliance and intent of it
approved plans and specifications,
Signature
Registration No.
Date
Seal
completion of construction and prior to operation of this permitted facility a certification must be received
a professional engineer certifying that the permitted facility has been installed in accordance with the NPDES
Permit, the Certificate of Coverage, this Authorization horization to Construct and the approved plans and specifications. Mail
the certification to Stormwater and General Permits Unit, P.O Box 29535, Raleigh, North Carolina ' 76 fi-053
'()7 i060I irE,

State of North Carolina
Department of Environment
and Nato iiral Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
April 13, 1998
DENITA H. EFIRD
EFIRD & COMPANY, LLC
4105 RENEE FORD ROAD
STANFIELD NC 28163
Subject: Rescission of NPDES Permit
Permit No. NCG510391
EFIRD & COMPANY, LLC
Stanly County
Dear DENITA EFIRD:
Reference is made to your request for rescission of the subject NPDES Permit. Staff
of the Groundwater Section - Permits & Compliance Unit have confirmed that this Permit
is no longer required. Therefore, in accordance with your request, NPDES Permit No.
NCG510391 is rescinded, effective immediately.
If in the future you wish to again discharge wastewater to the State's surface waters,
you must first apply for and receive a new NPDES Permit. Operating a wastewater
facility without a valid NPDES Permit will subject the responsible party to a civil penalty
of up to $10,000 per day.
If it would be helpful to discuss this matter further, I would suggest that you contact
the Water Quality staff, Mooresville Regional Office at [phone].
Sincerely,
4-02.
C.` -ems,„
A. Preston Howard, Jr., P.E.
cc: Stanly County Health Department
Goundwater Section - Permits & Compliance Section - w/attachments
Mooresville - Water Quality Regional Supervisor - w/attachments
Point. Source Branch - Dave Goodrich
Operator Training and Certification
Point Source Compliance - Robert. Farmer - w/attachments
Mr. Roosevelt Childress, EPA
Central Files - w/attachments
P.U. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Ms. Denita H. Efird
Efird. & Company, LLC
4105 Renee Ford Road
Stanfield NC 28163
Dear Ms. Efird:
November
997
Subject: Permit Modification -Name and
Ownership Change
Efird & Company, LLC
(formerly Honeycutt Exxon)
Permit No. NCG510391
Stanly County
in accordance with the request submitted in your behalf by Mr. G. Crawford. Rippy,
15, 1997, the Division is forwarding the subject permit. The only change in the permit is
and ownership. All other terms and conditions in the original permit remain unchanged
The permit modification is issued pursuant to the requirements of North Carolina General
and the Memorandum of Agreement between North Carolina and the U.S. Environmental
dated December 6, 1983.
This permit does not affect the legal requirement to obtain other permits which may
Division of Water Quality or permits required by the Division of Land Resources, Coastal
Act, or any other Federal or Local government permit that may be required.
If you have any questions concerning this permit, please contact Mr. Charles Weav
number [phone], extension 511.
Sincerely,
Original Signed By
David Pc, Goodrich
A. Preston Howard, Jr., P.E.
cc: Central Fite
Orville. c tonal Off ee Water Quality Section
Permits and Engineering Unit
Mr. G. Crawford Rippy, Ill - Brown, Brown, Brown & Stokes, L.L.P.
III dated October
in regard to name
and in full effect.
Statute 143-215.1
Protection Agency
be required by the
Area Management
at telephone
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG51OQOQ
CERTIFICATE OF . COVEJt4GE.. NO. NCG51Q391
TO DISCHARGE PETROLEUM CONTAMINATED GROUNDWATER AND SIMILAR WASTEWATERS
UNDER THE
NATIONAL, POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal. Water Pollution Control Act, as amended,
Efird & Company, LLC
is hereby authorized to construct and operate or continue operation of a groundwater treatment system consisting of
an air/water separator, an air stripping system and carbon filtration for petroleum contaminated groundwater or
similar waste streams with the discharge of treated wastewater from a facility located at
127 West Main Street
Town of Locust
Stanly County
to receiving waters designated as an unnarned tributary to East Prong Rock Creek in the Yadkin -Pee Dee River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, III
and IV of General Permit No. NCG510000 as attached.
This certificate of coverage shall become effective November 5, 1997.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 5th day of November, 1997.
.&'l Signed By
d .. Goa
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Co on

SOC PRIORITY PROJECT: Yes No X
To: Permits and Engineering Unit
Water Quality Section.
Attention: Paul Clark
Date: July 28, 1997
NPDES STAFF REPORT AND RECOMMENDATION
County: Stanly
MRO No.: 97-30
Permit No. NCG510391
PART' I - GENERAL INFORMATION
Facility and Address:
Former Honeycutt Exxon
127 West Main Street
Locust, N.C.
2 Date of Investigation: 07-18-97
3. Report Prepared By: Samar Bou-Ghazale, Env. Engineer I
4 Persons Contacted and Telephone Number: Mr. Charles Bertz,
with Handex of the Carolinas; Tel# [phone]
Directions to Site: From the intersection of .Hwy 200 and Hwys
24/27 in the Town of Locust, travel west on Hwys 24/27
approximately 200 feet to the site, which is located on the
left (south) side of the road.
6 Discharge Point(s). List for all discharge points:
Latitude: 35 15' 33"
Longitude: 80' 19' 1.8'
Attach a U.S.G.S,. map extract and indicate treatment facility
site and discharge point on map.
USGS Quad No.: F 17 SW USGS Quad Name: Locust
7 Site size and expansion are consistent with application?
Yes X No_ If No, explain:
8. Topography (relationship to flood plain included): Sloping at
the rate of 2 to 3%. The site is not located in a flood plain.
Location of nearest dwelling: The nearest dwelling
approximately 75 feet from the site.

10. Receiving stream or affected surface, waters: Unnamed
Tributary to East Prong Rock. Creek.
a. Classification: C
b. River Basin and Subbasin No.: Yadkin -Pee Dee;Q3-07-13
c. Describe receiving stream features and pertinent
downstream uses: Discharge will be into a storm water
drain, within the Department of Transportation
(DOT)right-of-way, eventually leading to an intermittent
stream. General C classification uses downstream.
PARTII - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0.0054 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? N/A.
c. Actual treatment capacity of the current facility
(current design capacity)? N/A.
d. Date(s) and construction Please provide a description of
existing or substantially constructed wastewater
treatment facilities: N/A
e. Please provide a description of proposed wastewater
treatment facilities: The proposed groundwater treatment
system will consist of three (3) recovery wells, an
oil/water separator, a low -profile air stripper, pumps,
air compressors, carbon adsorption, and a filter pre-
treatment for iron and manganese.
Possible toxic impacts to surface waters: Discharges of
this nature have been shown to be toxic.
h. Pretreatment Program (POTWs only): N/A.
2. Residuals handling and utilization/disposal scheme: Generation
of residuals isnot expected.
3. Treatment plant classification (attach completed rating
sheet): Proposed, no rating given.
4. SIC Code(s): 5541
Primary: 66
Main Treatment. Unit Code: 56000
NPDES Permit Staff Report
Version 10/92
Page 2

PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
N/A.
2. Special monitoring or limitations (including toxicity)
requests: Toxicity may need to be limited/monitored due to
the suspected toxic nature of such discharges.
3 Important SOC, j0C or Compliance Schedule dates: (please
indicate) N/A.
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray irrigation: This option has been evaluated and found
not to be an alternative due to limited space and poor soil
conditions.
Connection to regional Sewer System: Currently, there is no
regional sanitary sewer collection systems within the Town of
Locust.
Subsurface disposal: This option has been evaluated and found
not to be an alternative due to the low permeability and the
presence of bedrock at approximately 25 feet below ground
surface.
5. Air Quality and/or Groundwater concerns or hazardous materials
utilized at this facility that may impact water quality, air
quality or groundwater? Contaminated groundwater already
exists at the site. GW comments should be obtained. No
hazardous material concerns. Air quality permit for this
site may be required depending on the potential air pollutant
emission. Air Quality Section should be contacted by the
applicant.
PART IV- EVALUATION AND RECOMMENDATIONS
On behalf of Floyd Honeycut's Estate, Handex of the Carolinas
is requesting an NPDES Permit for the discharge of treated
groundwater at the subject facility.
NPDES Permit Staff Report
Version 10/92
Page 3

It should be noted that the discharge will take place into an
unnamed tributary to East Prong Rock Creek and not into an unnamed
tributary to Rock Hole Creek per the application. Mr. Hertz was
requested to submit a corrected map of the proposed receiving
stream,.
The NPEES Permit approval should be contingent upon obtaining
the necessary right-of-way agreement from the NCDOT.
It is recommended that the NPDES Permit be issued once the
above mentioned concerns regarding toxicity and right-of-way have
been addressed and comments from GW Section have been received.
nature of ''Repo
Water QuAlitY Region
NPDES Permit Staff Report
Version 10/e2
Preparer
Supervisor
_2/
7
Date
/77
Date
Page 4

SCALE 1 24 000
MILE
1 KILOMETER
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST

and=
July 23, 1997
NCDEHNR-DSWQ
Mooresville Regional Office
919 North Main Street
Mooresville, NC 28115
Attention: Samar Bou-Ghazale
Subject: Additional Information Regarding Notice of Intent
NPDES General Permit NCG510000
Former Honeycutt Exxon
127 Main Street, Locust, North Carolina
Groundwater Incident No, 12357
Dear Samar:
It was a pleasure meeting you at the Honeycutt Exxon site on July 18, 1997. Per our discussion, a
clarification of the discharge receiving pathway is attached. Additionally, the information regarding all
potable wells located within the vicinity of the former station is also included,
Discharge Pathway and Receiving Waters:
The treated effluent from the proposed groundwater treatment system, to be located at the former
Honeycutt Exxon facility, will be discharged to a storm sewer line located within the West Main Street
(NC 24/27) North Carolina Department of Transportation (NCDOT) right-of-way, From the location of
the proposed effluent line tap into the storm sewer, the line travels approximately 350 feet west-southwest
to a location within the First Union Bank property. At this point, the line runs south-southeast and
discharges to an intermittent stream located in the southern quadrant of the First Union property, The
intermittent stream is a tributary of the East Fork of Rock Hole Creek.
Potable Wells Located within 1.5.00 Feet:
During the preparation of Comprehensive Site Assessment, submitted to the NCDEM in March 1995, a
Sensitive Receptor Survey (SRS) was performed by Handex. The purpose of the survey was to determine,
to the extent possible, any potential receptors within a 1,500 foot radius of the Honeycutt site. The SRS
identified 11 such receptors, both industrial and domestic. The attached figure is a summary of the
original SRS findings.
At the request of the Estate of Floyd E. Honeycutt, a second reconnaissance was performed in August
1996. The August 1996 reconnaissance was performed to determine the feasibility of connecting water
supply well users to the existing municipal water service. The following is a summary of the second
reconnaissance:
102 Locust Avenue - Site was identified in initial SRS. Potable well usage confirmed. Access to
municipal water supply present. Identified as #2 on the original SRS figure.
• 222 Locust Avenue - Site was identified in initial SRS. Unable to confirm uses of observed well,
believed to be potable. Residence has access to municipal water, but a water meter was not observed
on the property. Identified as #6 on the original SRS figure.
3600-G Woadpark Boulevard, Charlotte, North Carolina 28206 • [phone] FAX [phone]

226 Locust Avenue a This property was not identified in the original S Potable well usage
confirmed, Residence has access to municipal water supply. Added to original figure and
identified as # l .
301 W n Street - Site wr iden
municipal water supply present ident l
g
S . Po le
inal SRS figure
With two exceptions, the remainder of the properties identified in thri "nal originalSRS
wells, have been connected to the municipal water source and are not in the obse
The resident at 108 Locust Avenue continues to use the on site well fc
resident at 321 South Central Avenue uses the on site well for irrigation.
Should you have any further question or comments please feel free to cot
34,
Handex of the Carolinas, Inc,
Chad A, Bet
Project Enginee
Atc
Evan Clark - Handex
t .Crawford Rippey Bross Brown, Bro and Stokes L.L.P:_
Paul Clark - NPDES Permits Group
e at
s o
ng potable
able wells;
and the
'70 - tb e �i

127 West N '.
List Of Po
List Correial.
600.
!AL 10 FEET
f1CAL DATUM OF 192
LOCATION
LOCUST, N.C.
35080-C4-TF-024
1989
PHOTOREVISED 1983
DMA 4954 IV SYI-SERIES V942
1/TT EXXON
MAIN STREET
IRTN CAROLINA
SITE VICINITY .MAP
SHOWING POTABLE WELLS
WITHIN 1500' RADIUS OF SITE

ir
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. M.G. Crawford Rippy, III
Estate of Floyd E. Honeycutt
101 South Second Street
Albemarle, North Carolina 28097
July 14, 1997
Subject: NPDES Permit No. NCG510000
Certificate of Coverage NCG510391
Honeycutt Exxon.
Stanly County
Dear Mr. Rippy:
This is to acknowledge the receipt of the following on June 6, June 26, and July 10, 1997:
- Application Form and supporting information.
Application Processing Fee Of $550.00
This application has been assigned to Paul Clark [phone], extension 580 of Our
Permits Unit for review. You will be advised of any comments, recommendations,
questions or other information. necessary for the review of the application.
A copy of the application package has been sent to the Mooresville Regional Office where
staff personnel will prepare recommendations regardingThis discharge. If you have any
questions regarding this application, please contact Paul Clark.
Sincerely,
n.° L_David A. Goodrich, Supervisor
NPDES Group
i+o lteg1"t ity S 1i rt
Permit File NCG51I391
Evan 13, Clark, Handex
P.O, Box 29535, Raleigh, North Carolina 27626-0535 . Telephone [phone] FAX 919.733-t 719
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AC0035S66 Summary
July 10, 1997
On June 12, 1997, the Division received an Authorization to Construct
Burlington to install a 393,066 gallon stabilized solids holding tank.
Burlington WWTP is permitted to discharge 12.0 MGD to Haw River
the Cape Fear River Basin.
Sludge Route.
1. Sludge is pumped from existing lime sta.bilizatit n mi
solids holding tank (SSHT).
2. Sludge enters proposed`SSHT via three 8-inch discharge
mixer nozzle).
3. Sludge leaves SSHT via suiap in bottom of tank and 12-i
4. Proposed pump recircukates sht dge from 12-inch line to S
5. After adequate recirculation, sol s pumped from SSHT tc
Review of system generated fol wing comments:
- Provide calculations indicating sludge v lume produced and processed by system
(including no. of recirculations per sludge V9lume produced) to ensure SSHT has adequate
capacity for wastewater treatment system..,
- Is lime added before or after dewatering of sludge? I.t appears lime is added prior to
dewatering and solids stabilization is the dewatering process - confirm`t
- Does aerobic digestion occur prior to lime and solids stabilization?
- Sludge pump is referenced section 3.02 of specifications. Provide pump information
including curves to allow for pump evaluation (to ensure that pump will not impel).
- Explain route of solids from proposed SSFIT to truck loading area. Are solids first stored
in existing SSHT adjacent to aerobic digestor and then pumped to truck loading area?
- Where is the top discharge nozzle on plans that is referenced on p. 4-17 of the
specifications?
- Fs 6-inch feed line for sampling sludge?
- Sump area in bottom of SSHT should have sloped side walls to prevent accumulation of
sludge in corners,
- On Grading and Erosion Control Plan - what is the structure an the ups4oj e side of the
pipe which lies under the proposed road which will lead to the sludge Mixing room? It is
not labeled, there is no detail on the plan, and there is no specification.
- On Grading and Erosion Control Plan - there appears to be a break in the silt fencing.
Should. not fencing be continuous along entire length of proposed road??
(ATC) from City of
(Class C-NSW) in
.ks
s
osed stabilized
ine equipped with a
h 8-inch lines..
.g truck loading station.

BROWN, BROWN, BROWN & STOKES, L.L.P.
ATTORNEYS AT LAW
ALBEMARLE, NORTH CAROLINA 28002
RICHARD L, BROWN, JR.
RICHARD LANE BROWN aol
CHARLES P. BROWN
FRED STOKES
G. CRAWFORD RIPPY, lidtl
State of North Carolina
DEHNR
Division of Water Quality
Post Office box 29535
Raleigh, North Carolina 27626-053
TELEPHONE (704p 982-2141
TELECOPIER [phone]
June 1 8, 1997
Attention: Mr. David Goodrich, Supervisor,
NPDES Group
RE: NPDES Permit No. NCG510000
Certificate of Coverage NCG510391
Honeycutt Exxon; Stanly County
Dear Mr. Goodrich:
MAILING ADDRESS
P.J. BOX 400
ALBEMARLE, NORTH CAROLINA 28002
STREET ADDRESS,
!OP SOUTH SECOND STREET
ALBEMARLE, NORTH CAROUNA 26001
Thank you for your letter of June 10, 1997. As you know this firm represents
the Administrator of the Estate of Floyd E. Honeycutt, the applicant in this matter. The
Administrator's name is Arthur D. Honeycutt. It is our understanding that the applicant is
to sign the Notice of Intent unless the applicant designates another entity as the applicant's
authorized agent. The applicant hereby designates its environmental consultant on this site,
Handex of the Carolinas, Inc„ as the applicant's authorized agent in this matter.
The applicant's consent to this designation of the agent is documented by the
applicant's signature on this letter. The environmental contractor will be providing the
additional information to you requested in your letter of Ju i �ne 10, 1997. Should you have
further questions or comments please do not hesitate to contact me.
Very truly yours.
BROWN, BROWN, BROWN & STOKES. I.:.i...P.
G. CIA'FOPPPY. III.

Mr. David Goodrich
June 1 1997
Page 2
GCRIII/cel
ESTATE OF FLOYD E. HONEYCUTT
-
ARTHUR D. NEYCTITT T(3R
cc: Mr„ Evan Clark, Handex of die Carolinas, Inc.

IFir
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
M.G. Crawford Rippy
Estate of Floyd E. Honeycutt
10 South Second Street
Albemarle, North Carolina 28097
September '2, 1997
Subject: Issuance of Gen, Permit No. NCG510000
Cert. of Coverage NCG510391
Honeycutt Exxon.
Stanly County
Dear Mr. Rippy:
In accordance with your application for a discharge permit received on June 6, June 26, and July 10,
1997 by the Division, we are forwarding herewith the subject. Certificate of Coverage (COC) to discharge
under the subject state NPDES general permit for petroleum contaminated groundwater remediation systems
and one set of final approved plans and specifications.. Authorization is hereby granted for the construction
and operation of a groundwater remediation system (consisting of three recovery wells, an oil/water separator,
a low -profile air stripper, pumps, air compressors, carbon adsorption, a pretreatment filter for iron and,
manganese, and all associated piping and appurtenances) with discharge of treated wastewater into an unnamed
tributary to East Prong Rock Creek, Class C waters in the Yadkin Pee -Dee River Basin. This COC is issued
pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the US Environmental Protection Agency dated December 6, 1983 and as
subsequently amended_
The proposed discharge would be to a storm sewer within a North Carolina Department of
Transportation (DOT) Right -of -Way (ROW), The storm sewer eventually discharges to an intermittent
tributary to East Prong Rock Creek. The COC issuance is contingent upon the applicant obtaining DOT's
permission to use the ROW.
This COC is issued under a revised general permit for discharges associated with groundwater
remediation systems (NCGS I0000 issued August 22, 1996). The new general permit is more comprehensive
than the original general permit in that it covers remediation of groundwater contaminated with heavier fuels
(such as diesel. fuel oil, and kerosene} as well as gasoline contamination.
The application identifies gasoline as the source of groundwater contamination. Grotmdwater
analytical data support this identification. Thus, effluent page A. (1) applies to your facility and lists required
effluent limitations and monitoring frequencies. Lead monitoring will also be required because of lead
contamination in the groundwater.
If any parts,measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this COC is not transferable except after notice to the Division of Water Quality.
The Division of Water Quality may require modification or revocation and reissuance of the COC.
P.0. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50°%0 recycled/ 10% post -consumer paper

Mr, Rippy
September 2, 1997
Page 2
This permit does not affect the legal requirements to obtain other perrnits which may be required by the
Division of Water Quality or permits required by the Division of Land Resources, the Division of Coastal
Management, or any other Federal or Local governmental permit that may be required.
This letter also grants an Authorization to Construct for the subject project. Final plans and
specifications for the subject project have been reviewed and found to be satisfactory. Authorization is hereby
granted for the construction and installation of the proposed groundwater remediation treatment system and all
necessary appurtenances with discharge of treated wastewater into an unnamed tributary to East Prong Rock
Creek in the Yadkin -Pee Dee River basin.
This Authorization to Construct is issued in accordance with Part II, Section 2 of NPDES Permit No,
NC510000 issued August 22, 1996 and shall be subject to revocation unless the wastewater treatment facilities
are constructed in accordance with the conditions and limitations specified in Permit No. NCG510000.
Any sludge generated from this treatment facility must be disposed of in accordance with G.S. 143-
21 5,1 and in a manner approved by the North Carolina Division of Water Quality.
In the event that the facility fails to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement wastewater treatment or disposal facilities.
The Mooresville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be made.
Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until
5.00 p.m. on Monday through Friday, excluding State Holidays,
Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from a professional engineer certifying that the permitted facility has been installed in accordance
with the NPDES Permit, this Authorization to Construct and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life
of the facility and one (1) set of approved plans and specifications is being forwarded to you.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
If you have any questions or need additional information, please contact Paul Clark at telephone
number [phone], extension 580.
Sincerely,
Original Signed ldy
rri l A Goodri b
A. F'reston Howard, Jr., P. E.
cc: Central Files
Mooresville Regional Offic Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
Evan Clark, Handex

STATE OF NORTH CAROLINA
DEPARTMENTOF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERALPERMIT NO. NCGS10000
CERTIFICATE OF COVERAGE NO. NCG510391
TO DISCHARGE PETROLEUM CONTAMINATED GROUNDWATER AND SIMILAR WASTE A RS
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by thc North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Estate of Floyd E. Honeycutt
is hereby authorized to construct and operate or continue operation of a groundwater .treatment system consisting of
an air/water separator, an air stripping system and carbon filtration for petroleum contaminated groundwater or
similar waste streams with the discharge of treated wastewater from a facility located at
Honeycutt Exxon
127 West Main Street
Locust
Stanly County
to receiving waters designated a.s an unnamed tributary to East Prong Rock Creek in the Yadkin -Pee Dec River Basin.
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV of General Permit No. NCG5I0000 as attached.
This certificate of coverage shall become effective September 2, 1997
This Cent ficate of Coverage shall remain in effect for the duration of the General Permit,
Signed this day September 2, 1997
Originai Signeu
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

/
,
•
STANFIELD)
4954 N W
crAi 1, 9,4 rinn
ROAD CLASSIFICATION
PRIMARY HIGHWAY LIGHI-OUTY ROAD, HARD OR
HARD SURFACEIMPROVED SURFACE
CONDARY HIGHWAY
HARD SURFACE =IMO= UNIMPROVED ROAD
Latitude 35015'33"
Map # B17SE Sub -basin 03-07-13
Stream Class
Discharge Class 66
Receiving Stream UT to E. Prong Rock Creek
Design Q 00054 mopPermit expires 9/30/01
Longitude 80°19'1
52
25'
SCALE 1:24 000
7000 FEET
1 KILOMETER
CONTOUR INTERVAL 10 FEET
Honeycutt Exxon
NCG510391
Stanly County
Groundwater Remediation

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
Jaynes B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
M. G. Crawford Rippy, III.
Estate of Floyd E. Honeycutt
101 South Second Street
Albemarle, North Carolina 28097
June 10, 1997
Subject: NPDES Permit No. NCG5100O0
Certificate of Coverage NCG510391
Additional Information Request
Honeycutt Exxon
Stanly County
Dear M. Rippy:
The Division received the application package including the Notice of Intent form (N©I) and
supplemental dacurnention on June 6, 1997. Preliminary review of the application indicated that the
following information is needed to complete the application:
- The applicant is to sign the NOI unless the applicant designates another (such as an environmental
consultant) as the applicant's authorized agent. Please submit either a correctly signed NOI (blank
copy enclosed) or a letter from the applicant designating the environmental consultant as the authorized
agent.
- Please provide equipment specifications for the proposed groundwater rernediation treatment system.
These specifications should include performance data for the air stripper and carbon. The CAP
appendices referenced in the Table of Contents appear as though they will meet the equipment
specifications requirement..
- The Division requires groundwater analytical data to have been collected no more than one year prior
to the discharge permit application date. Data collected prior to June 1996 is not acceptable. The
Division looks forward to receiving the June 1997 data which should include EPA Method 625 in
addition to EPA Methods 601/602 so that analyses of naphthalene, phenol, fluorene, and phenanthrene
are reported as required on the NOI.
Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information by July 11, 1997, will subject your application to
being returned as incomplete, in accordance with 15A NCAC 2H .0208.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

M. Rippy
June 10, 1997`
Page
If you have any questions on this matter, please ea11 Paul Clark at ( 7 - 3, ext. 580.
le Regional:1
Permit File NCG 103 1
Evan B. Clark, Handex
Sincerely,
-‘,_David Goodrich, SuSupervisor
NPDES Group

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NORTH UARGLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY! WATER QUALITY SECTION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
NOTICE OF INTENT,
National Pollutant Discharge Elimination System application for coverage under
General Permit NCG510000 and Authorization to Construct groundwater
remediation projects designed to treat petroleum -contaminated groundwater.
Please print or type
1.. Mailing address of applicant:
Company Name t t t
Owner Name
Street A dd.e3
City
State
ZIP Code
Telephone No. (704 ) 8 -7141
Estate of Floyd E. Honeycutt
101South Second Street_
NC
28097
2. Location of facility producing discharge:
Facility Narne Honeycutt Exxon
Facility Contact
Street Address 1 27 wPsr Main :StrPPr
City Locust
County Stanly
Telephone No. (704 )._ 9 -79n0.
3. This NPDES Permit Application applies to which of the following :
New or Proposed fa Modification * 0 Renewal** 0
* Please describe the modification:
** Please specify existing per-mit number and original issue date:
es, LLP
4. Description of Discharge:
a . Volume of d harge (in GPD): , 400 CPD
b. The discharge is:
Continuous
ttent a
If the discharge is internvttent, describe when the discharge will occur:
Page 1 of 4

c, Sources of contamination are asoline, diesel, solvents, etc.):_ Leaded and Unleaded Gasoline
d. Is free product present? YES / NO yes, product storage tank and oil / water separator are required.)
If free product is present, describe how it will be stored and disposed of
e. Describe the discharge location (storm sewer, stream, etc.): Storm sewer along W. Main S eet
f• Name of receiving water(s): Unnamed tributary to Rock Hole Creek
g.
A USGS topographic map (I24000 scale) identifying the exact discharge location must be
submitted with this application,
5. Treatment System Components:
Check all of the following that apply:
Oil / Water Separator1 @ Air Stripper2 Carbon Adsorption3 Filters4 Other5Ct
ill Oil/Water Separator is present, please provide the following information:
a . Rated flow capacity of the unit (in GPM): 15 GPM
b Volume of unit:
2If an air stripper is present, please provide the following information:
Rated flow capacity of the unit (in GPM); 15 GPM
b. Air provided for stripping (in CFM): 400 CFM
c. Air to Water ratio: @ 15 GPM 26.7:1 4 GPM 100:1
d, Number of trays (if applicable): N A
If carbon adsorption is present, please provide the following information:
a Rated flow capacity of the unit(s) (in GPM): 7 GPM
b. Number of carbon units arid arrangement if number exceeds one parallel or in series):_
One 'Unit
c. Pounds of carbon in each unit: 200 lbs
d. How has carbon breakthrough time been case carbon cons ion
calculations — see attached
4If filters are used, please provide the following information:
a Rated flow capacity of each unit(s) (in GPM): 4 Unitaj 110 GPM .LUnit
b. Arrangement of particulate filters within the systern (i.e., in parallel or in series
Parallel
4 in
Page 2 of 4

pecIry:
6. Alternatives to Direct Discharge:
Address the feasibility of implementing each of the following non -discharge alternatives:
a . Connection to a Regional Sewer Collection System - If the facility is existing and currently
discharges to a POTW, when will connection not be allowed?
b. Subsurface disposal (including nitrification field, infiltration gallery, itnsection wells, etc.)
c. Spray irrigation
The alternatives to discharge analysis should include boring logs and/or other information indicating
that a subsurface system is neither feasible nor practical as well as written evidence indicating that
connection to a POTW is not an option. It should also include a present value of costs analysis as
outlined in the Division's Guidance For Evaluation of Wastewater Disposal Alternatives,
7. Additional Application Requirements:
For new or proposed discharges, the following information crust be included in triplicate with this
application or it will be returned as incomplete.
a . Final plans for the treatment system. The plans roust be signed and sealed by a North Carolina
registered Professional Engineer and stamped "FINAL 'DESIGN Not Released For Construction.'"
b. Final specifications for all major treatment system components including air stripper removal
efficiencies for parameters of concern. The specifications must be signed and sealed by a North
Carolina registered Professional Engineer and shall include a narrative description of the
treatment system to be constructed.
c. USGS topographic map (or photocopied portion thereof) with discharge location clearly
indicated. If the discharge is not directly to a stream, the pathway to the receiving stream must be
clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
d. Analytical monitoring data which sufficiently characterizes the type and concentration of
contaminants on site. This includes a listing of any chemicals found with the maximum observed
concentrations reported. The data provided must be no older than one year prior to the date of this
application. At a minimum, the following parameters must be reported: Benzene, Toluene,
Ethylbenzene, Xylene, Lead, Napthalene, Phenol, MTBE, 1,2-Dichlorethane, Fluorene and
Phenanthrene.
8. I certify that I am familiar with the information contained in this application and
that to the best of my knowledge and belief such information is true, complete,
and accurate.
Printed Name ofPt
Title:.
CharlaqA- Rprt7, F T T
Prof
6/4f9
(Date Signed)
Page 3 of 4

North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any
application, record, report, plan or other document filed or required to be maintained under Article 21 or
regulations of the Environmental Management Commission implementing that Article, or who falsifies,
tampers with or knowingly renders inaccurate any recording or monitoring device or method required to
be operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to
exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U S.C. Section 1001 provides
a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both, for a
similar offense.)
Design of treatment facilities must comply with requirements in 15A NCAC 2H .0138.
Notice of Intent must be accompanied by a check or money order for $550.0O made payable to the North
Carolina Department of Environment, Health, and Natural Resources. Mail three (3) copies of entire
package to:.
Division of Water Quality
NPDES Permits Group
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Final Checklist
This application will be returned as incomplete unless all of the following items
have been included:
(J Check for $550
3 copies of this completed application and all supporting documents
3 sets of plans and specifications signed and sealed by a North Carolina P.E.
Thorough responses to items 1-8 on this application
(i Alternatives analysis including present value of costs for all alternatives
Page 4 of 4

SUPPLEMENTAL INFORMATION
NOTICE OF INTENT
APPLICATION FOR COVERAGE - GENERAL NPDES PERMIT NCG510000
HONEYCUTT EXXON
127 WEST MAIN STREET
LOCUST, NORTH CAROLINA
The following sections provide supplemental information for items 6 and 7 of the Notice of Intent (NOD:
ITEM DESCRII' I'LON
6.a No regional sanitary sewer collection systems are present within the Town of
Locust. Discharge to a sanitary sewer system is not an option.
6.b Subsurface discharge of the treated groundwater is not feasible due to the low
permeability of the subsurface soils and the presence of bedrock at approximately
25 feet below ground surface.
6.c
Spray irrigation is not feasible due to the lack of a
bound to the south and west by residential properti
permeability soils.
able location (the site is
coupled with the low
7.a Final system plans including the required sign -off by a North Carolina registered
Professional Engineer are attached. The groundwater treatment system effluent is proposed to be
discharged to a storm sewer located within a NCDOT right-of-way along W. Main Street.
Handex is attempting to negotiate an access agreement with the NCDOT to discharge into the
storm sewer, When this access has been finalized, revised system plans with the location of the
remedial treatment system shed and piping will be forwarded to the Permits and Engineering
Group.
7.b Portions of the Corrective Action Plan (CAP) Addendum describing the
groundwater treatment system design and components are attached. Included are
narrative descriptions of the major system components, removal efficiencies and
breakthrough calculations. The CAP Addendum has been signed and sealed by
both a North Carolina registered Professional Engineer and Licensed Geologist.
7.e A portion of the Locust, NC USGS Topographic Map indicating the proposed
discharge flow pathway is attached. The groundwater treatment system effluent
will be discharged to a storm sewer located within a NCDOT right-of-way. Access
from the NCDOT is pending. The storm sewer discharges to an unnamed
tributary of Rock Hole Creek.
7,d The most recent groundwater analytical data for the specified coorteentrations is
attached. The groundwater samples were collected on December I2, 1995.
A groundwater sampling event is currently scheduled to be performed before Tune
20, 1997. Laboratory analytical results with a listing of maximum concentrations will be
forwarded to the Permits and Engineering Group upon receipt.

State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
,",
DIVISION OF WATER QUALifiT
, —
May 13 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTER
Floyd E. Honeycutt Estate
C/© Brown, Brown, Brown & Stokes
Post Office Box 400
Albemarle, North Carolina 28002
Attention: Crawford Rippy, III
RE: Review of Corrective Action Plan
15A NCAC 21, .0106(c)
Honeycutt Exxon
Groundwater Incident N2 12357
Priority Rank: 175B Class: AB
Stanly County, N.C.
Dear Mr. Rippy:
On March 31, 1997, the Groundwater Section of the
Mooresville Regional Office received the, copy of the corrective
action plan (CAP) for the subject site. This copy was requested
when I was informed that it was not possible to connect all well
owners close to the site to an alternate water supply.
Please submit a proposed schedule for corrective action and
a completed Certification for the Submittal of a Corrective
Action Plan (GW-100c form) within 14 days of receipt of this
letter.
In addition, the following items must be addressed before
final approval of the CAP can be granted:
All monitoring wells and the closest water supply wells
should be sampled and the samples analyzed using EPA Methods
601/602 extended to include xylenes, MTBE, EDB, and IPE.
Isoconcentration maps showing benzene, MTBE, and total BTEX
concentrations should be generated and overlain onto -the
estimated capture zone map. These sample results and maps
must be received by this office within 45 days of receipt of
this letter.
919 North Main Street,
Mooresville, North Carolina 28115
Voice 704-663-1699
FAX 7C1-663-6040
Equal Opportunity/Affirmative Action Employer
50% recycled/1M; post -consumer paper

Floyd E. Honeycutt Estate
May 13, 1997
Page Two
You must apply for the NPDES permit within 14 days of
receipt of this letter.
During your last sampling event, benzene was detected at a
concentration of 279 parts per billion (ppb) in monitoring
well 2D. You have your recovery wells set to a depth of 55
feet below land surface. Please explain how the
contaminants below 55 feet will be recovered and remediated
or modify your plan to place some or all of the wells deeper
than currently proposed. This information must be received
with the sample results and isoconcentration maps.
When I receive the proposed schedule of corrective action
and the GW-100c form, the CAP will go to public notice. Upon
receipt of the remaining requested information, I will complete
my review of the CAP. Should you have any questions, please call
me at [phone], ext. 234.
Sincerely,
Paul H. Dahlen, P.G.
Hydrogeologist
Enclosure: GW-100c Form.
cc: Evan Clark - Handex

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OUADRA
CATION
LOCUST, N.C.
35080-C4-TF-024
t980
PHOTOREVISEO 1983
DMA 4954 IV SW -SERIES V842
f(4NDEX OP THE CAROZINAS". JNC,
HONEYCUTT EXXON
127 WEST MAIN STREET
.00UST. NORTH CAROLINA
FIGURE N). I
TOPOGRAPHIC MAP
C 79JISM2

-*OOP •
PECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton ©rive
Nashville, Tennessee 37204
HANOEX OF THE CAR LIMAS 6163
ATT: EVAN CLARK
3600-6 WOODPARK BLVD .
CHARLOTTE, NC 28206
Sample ID: MW-1
F°r o f ec t: 1 O790 1-03T 1 14
F': o,iect Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.I..
Anal Result
Nenene
Ethylbenzene
Toluene
s,p-Xylenes
o-lylene
8romodichloromethane
Bromoform
8romomethane
Carbon tetrachloride
Chlaroethane
2-Chloroethylvinylether
Chloroform
Chloromethane
Dibroaochlororethane
Ethylene Dibroside
Vinyl chloride
Dichlorodifluoromethane
1,1-Dichloroethene
1,2 Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Methylene chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Date Co
Time Collected: 10:50
Date Received: 12/13/95 N
Time Received: 9:00
Sample Type: Water
Report Quan Dil
Units Limit Limit Factor
ND ugll 1.0 1.0 1.0
ND ug/l 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
NO ug/1 1.0 1,0 1.0
ND u.g/1 1.0 1.0 1,0
ND ug/1 1.0 1.0 1.0
ND ugll 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ugll 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ugll 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ugll 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/I 1.0 1.0 1.0
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/1.4/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/1.4/95
12/14/95
12/14/95
12/14/95
12/14/95
Time analyst Method
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:40
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:49
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
E.SMITH 602
E.SMITH 602
E.SM1TH 602
E.SMITH 602
E.SMITH 602
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SM1TH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601

SPECIALIZED) ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee, 37204
HANDEX OF THE CAROL I NAS 6163
ATT: EVAN CLAM%:
3600-6 WQOD:PAF 1° BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-1
Project: 107901-03T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
St -ate Certification: 387'
Site I.D..
Lab Number: 95—A072 01 O
Date Collected: 12/12/95
Time Collected: 10:50
Date Received: 12/13/9,.,
Time Received: 9:00
Sample Type: Water
Ana'lyte
Trick
Trish
MTBE
IPE
Lead
Result
-Trithloroethane ND
-Trichloroethane ND
lnreethene ND
Iarofluoramet one ND
ND
ND
0.004
ND = Not detected at the report Brit..
Report 8uan Dil
Units Limit Limit Factor Date Time Analyst Method
ug/I 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
1.0 1.0 1,0
1.0 1.0 1.0
10.0 10.0 1.0
10.0 10.0 1.0
0.003 0.003 1.0
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/15/95 9:24
E.SMITH 601.
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 602
E.SMITH 602
R,Street 3030c
** QUALITY CONTROL DATA **
Surrogate Recoveries
Surrogate
**
Halogenated VOA Surrogate 1
Halogenated VOA Surrogate 2
Halogenated VOA Surrogate 3
% Recovery
102.
103.
103.
Target Range
70 130
70 — 130
70 — 130

..._
MP.
IMAM
IMMO
HMI
UM'
Or
PECIALIZED ASSAYS
ENVIRONMENTAL
2960 .Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROL'INAS 6163
ATT : EVAN CLARK
3600-G WOODPARK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-1
Project: 107901-03T 1 14
Project Name: HONEYCUTT EXXCN
Sampler: CHUCK FLETCHER
St -ate Certification: 387
Site I.D.,
** QUALITY CONTROL DATA **
Surrogate Recoveries
Surrogate
Report Approved By:
**
Y. Recovery
Theodore S. Duello, Ph.D.
Michael H. Dunn, M.S.
Danny R. Hale, M.S.
Lab Number: 9-AD72010
Date Collected: 12/12/95
Time Collected: 10:50
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Target Range
Report Date: 12/1 "95

Amor nor -ms Isom
MIMI 0 01 IMO EMU
•u 1 itt tU3 OMNI
IOW i 01 1100......
IRO' ' MO me
011, 'MI MO
11, I MI
01 ' MI
If
SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLAR4
3600-G WOODPARK BLVD.
CHARLOTTE, NC 28206
Sample ID: 1114-2D
Project: 107901-03T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site .D.:
Analyte
Benzene
Ethylbenzene
Toluene
so-lylenes
o-Xylene
Bromodichloromethane
Bromoform
Bromosethane
Carbon tetrachloride
Chloroethane
2-Chloroethylvinylether
Chloroform
Chloromethane
Dibromochloromethane
Ethylene Dibroside
Vinyl chloride
Dictlorodifluorosethene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloroprobane
cis-1,3-Dithloropropene
trans-1,3-Dichlortpropene
Methylene chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Result
279.
ND
17.0
7.0
26.0
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
31.6
ND
ND
ND
ND
ND
ND
ND
ND
ND
int IN1 int "Y" -1- I CAL Ft la F=" C3 FZ
Lab Number: 95-A072011
Date lected: 12/12/95
Time Collected: 11:20
Date Received; 12/13/95
Time Received; 9:00
Sample Type: Water
Units
Report Ouan Dil
Limit Limit Factor Date Time Analyst Method
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugfl 1.0 1.0 1.0
1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugh 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/I 1.0 1.0 1.0
ug/I 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/I 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugJI 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugll 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugll 1.0 1.0 1.0
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/75 22:48
12114/95 22:48
12/14/95 2248
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SM1TH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee :'7204
HANDEX OF THE CAROL I NAS 6163
A'TT : EVAN Cl ARK
3600-G WOODPARK BLVD.
CHARLOTTE, NC 28206
Sample I D : MW-2D
Project: 107901-03T114
Pr Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site
Lab Number: 95-A072011
Date Collected: 12/12/95
Time Collected: 1 1 :20
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Report 8uan Dil
Analyte Result Units Licit Factor Date
Time
Analyst
Method
f 1t1 Tricne ND ug/l 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601
1t1,2-Trichloroethane ND ug/1 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601
Troethene ND ug/1 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601
Inchl arofluororethane ND ug/l 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601
MTH'E 57.0 ug/l 10.0 10.0 1.0 12/14/95 22:48 E.SMITH 602
IPE 455. ug/1 10.0 10.0 1.0 12/14/95 22:48 E.SMITH 602
Lead ND og/i 0.003 0.003 1,0 12/15/95 9:24 R.Street 3030c
ND = Not detected at the report
** QUALITY CONTROL DATA **
Surrogate Recoveries
Surrogate
**
Halogenated VOA Surrogate 1
Halogenated VOA Surrogate 2
Halogenated VOA Surrogate 3
% Recovery
106.
102.
104.
Target Range
70 - 13
70' - 130
70 - 130

leo
sew
maul
Oaf
SPECIALIZED , SSAYS
ENVIRONMENTAL
2960 Fos tcr reighton Drive
Nashville, Tennessee 37204
HAN EX OF THE CAROLINAS
ATT: EVAN CLARK
00-O NOODPARK BLVD.
CHARLOTTE
Sample IDe -D
Project: 1 01-"3T11
ject Name : HN.YTT EXXoN
Sa l r- r CHUCK FLETCHER
State Cer i f cat c-gin
Site D .
L
Date
hew A072011
acted: 12 1 /95
TireCollected: 11
Date Received: 2/13/95
/
Tire xdived: 9: 0
arl Typal I er
Surrogateurroga ecov les
Surrogate
ReportApproved
QUALITY CONTROL DATA
% Recovery
Target _Rancje
Theodore Du Ph.D.
Michael H. unn, S.
Danny B. Hale. M.S.
Report Date: 1 / X9

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLARK
3600-G WOODPARK BLVD.
CHARLOTTE, NC 26206
Sample ID: M{W-3
t: 1 07901 -03 T 1 14
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
.D, .
RnaIyte
Benzene
Ethylbenzene
Toluene
e,p-llylenes
o-Xylene
Broeodichloroeethane
Broeofore
Broeoeethane
Carbon tetrachloride
Chloroethane
2-Chioroethylvinylether
Chloroform
Chloroeethane
Dibroeochloroeethane
Ethylene Dibromide
Vinyl chloride
Dichlorodifluoroeethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethane
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Methylene chloride
1,1,2,2-Tetrachloraethane
Tetrachloroethene
Report Ruan Di1
Result nits Lieit Lirit Facto
344. ug/1 1.0 1.0 1.0
9.0 ug/1 1.0 1.0 1.0
9.0 ugfl 1.0 1.0 1.0
61.0 ug/1 1.0 1.0 1.0
89.0 ugll 1.0 1.0 1.0
LID ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 I.0
ND ugfl 1.0 1.0 1.0
ND ugll 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1,0
ND ug/1 1.0 1.0 1.0
ND ugll 1.0 1.0 1.0
NO ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
6.8 ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND 4/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND u1/1 1<0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
Lab Number: 95-A072 12
Date Collected: 12/12/95
Time Collected: 12:00
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Date Time Analyst Method
12114/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14f95 22:48
12'/14195 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Crei attan Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLARK
3600-6 WOOD?ARK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-3
Project: 107901-03T 1 14
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site l.D..
Lab Number: 95--A"72: 1.2
Date Collected: 12/12/95
Time Collected: 12:00
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water -
Analyte Result Units
Report Auan Dil
Limit Limit Factor Date Time Analyst Method
1,1,1-Trichloroethene ND ug/1 1.0 1.0 1.0
1,1,2-Trichloroethane ND ug/i 1.0 1.0 1.0
Trichloroethene ND ug/1 1.0 1.0 1.0
Trithiorofluoromethane ND ug/1 1.0 1.0 1.0
MTBE 37.0 ugdl 10.0 10.0 1.0
IPE 210. ug/1 10.0 10.0 1.0
Lead 0.005 mg/1 0.003 0.003 1.0
ND = Not detected at the report
**
Surrogate Recoveries
Surrogate
QUALITY CONTREIL DATA
**
Halogenated VOA Surrogate 1
Halogenated VOA Surrogate 2
Halogenated VOA Surrogate 3
**
4 Recov
116.
115.
93,
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SM1TH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 602
12/14/95 22:48 E.SMITH 602
12/15/95 9:24 R.Street 3030c
Targe
70 -
70 -
70 -

■ sr -no uuu
II IWO Mg
NAZI l.•t
n lillimmualk
MPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashviltc, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CL RK
3600-G WOODPARK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-3
Project: 107901-03T114
Pro ect !Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.D.:
**
Surrogate Recoveries
Surrogate
Report Approved By:
QUALITY CONTROL DATA **
Recovery
.. A 4
Theodore J. Duello, Ph.D.
Michael H. Dunn, M.S.
Danny B. Ha1e, M.S.
Lab Number: 95-A072012
Date Collected: 12/12/95
Time Collected: 12 : 00
Date Received: 12/13/95
Time Received: 9:00
Sampler Type: Water`
Target Range
Report Date: 12/18/95

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, 'Tennessee 37204
HANDEX OF THE CAROL I NAS 6163
ATT: EVAN CJARK
3600--G W©C1IWAFK BLVD.
CHARLOTTE. NC 28206
Sample ID: MW-4
Project: 1 079u 1-Cr3T 1 14
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.D..
Analyte Result
Etthylbenzene
Toluene
r,p-Xylenes
o-Xylene
Brosodichloroaethane
Bronofora
Broaosethane
Carbon tetrachloride
Chloroethane
2-Chloroethylvinylether
Chlorofor■
Chloro.ethane
Dibroaochlororethane
Ethylene Dibroside
Vinyl chloride
Dichlorodifluoro.ethane
1,1-Dichloraethane
1 2-Dichloroethane
1,l-llichloroethene
cis-1,2-Dichloroethene
trans-1,2-0ichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Methylene chloride
1,1,2,2-Tetrachloroethane
Tetrachloraethene
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Lab Number: 95-A072013
Date Collected: 12
Time Collected: 10:30
Date Received: 12 / 13 /95
Time Recei.ved: 9:00
Sample Type: Water
Report Quin Dil
Limit Lisit Factor Date
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugll 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugll 1.0 1.0 1.0
ugll 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugll 1.0 1.0 1.0
u1111 1.0 1.0 1.0
null 1.0 1.0 1.0
12/14d95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:4B
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:4B
12/14/95 22:48
12/14/75 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
Analyst Method
E.SMITH 602
E.SMITH 602.
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SM1TH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
9

'PECIALEZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drlw
Nashvalie„ Tet ttesnee 3'7204
HANDBX OF THE CAR L1GSAS
AT : EVAN cLARK;
3600-G WOODPARK BLVD.
CHARLOTTE, NC � �
mple ID
d
l t: 1t»7 r 1- t;' T114
ct Name:HONEYCUTT EXXON
mple : CHUCK FLETCHER
State Cert1f1cation
Site 1. .:
UAL.:
Sur► ote Recver
Surrogate
es
TY CONTROL DATA
Repo: pp d By:
% Recovery
Theodore Duell
M hael H. Duna
Danny B. Hale,
Ph
S.
Lab Ne..cra Der:
o
PO "0 1
c�t.d : 195
Target Range
RepotDat=- : 1 1 /95

18UP
.4onr el ROM
int 1 RI: 11ISM1'
911111
w At
US' PM..
pot
1st
111M
-41
wwWWWW
1'
SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLARK
3600-6 WOODPARK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-5
t: 107901-03T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.D.:
Analyte
StC:11-Y
Lab t be-t 95-A072014
Date Collected: 12/12/95
Time Collected: 11:40
Date Received: 12/13/95
Time Received: 900
Sample Type: Water
Benzene
Ethylbenzene
Toluene
1,p-Xylenes
o-Xylene
Bromodichloromethane
Brompfora
Bromomethanv
Carbon tetrachloride
Chloroethane
2-Chloroethylvinylethtr
Chlorofors
Chloromethane
Dibromochloromethane
Ethylene Dibroside
Vinyl chloride
Dichlorodifluorosethane
1 1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloroprome
Methylene chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Result Units
1120
33.0
48.0
210.
160.
ND
ND
ND
ND
ND
ND
ND
ND
NO
ND
ND
ND
ND
73.0
ND
ND
ND
ND
NO
ND
ND
ND
ND
Report Wan Oil
Limit Limit Factor Date Time Analyst Method
uq/1 1.0 1.0 1,0
uq/1 1.0 1.0 1.0
ug/I 1.0 1.0 1.0
uq/1 1,0 1.0 1.0
ug/I 1.0 1.0 1.0
uq/1 1.0 1,0 1.0
1.0 1.0 1.0
uq/1 1.0 1.0 1.0
uq/1 1.0 1.0 1.0
uq/1 1.0 1.0 1.0
ug/I 1.0 1.0 1.0
uq/1 1.0 1.0 1.0
uq/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
uq/1 1.0 1.0 1.0
u1/1 1.0 1.0 1.0
ugll 1.0 1.0 1.0
ug/I 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
uq/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
uq/1 1.0 1.0 1.0
ug/I 1.0 1,0 1.0
uq/1 1.0 1.0 1,0
uq/1 1.0 1.0 1.0
1.0 1.0 1.0
ug/I 1.0 1,0 1.0
ug/1 1.0 1.0 1.0
-------- -----------
12/14/95 22:48 E.SMITH 602
12/14/95 22:48 E.SMITH 602
12/14/95 22:48 E.SMITH 602
12/14/95 22:48 E.SMITH 602
12/14/95 22:48 E.SMITH 602
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.S1ITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SM1TH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601

Owns IL —
ow
SPECIALIZED ASSAY
ENVIRONMENTAL
2960rost*rCreighton Drive
HANDEX OF THE CAR8LINAS 6163
ATT: EVAN [LIARK
3600-6 WOODPARK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-5
Project: 107701-03T114
Project Name: HQNEYCUTT EXXOM
Sampler: CHUCK FLETCHER
State Certification: 367
Site l.D.:
44 "
Lab Number: 95-A072014
Date Collected: 12/12/95
Time Collected: 11:40
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Report Quao 0U
Analyte Result Units Limit Limit Ruhn Bate Time Analyst Method
1*1,1-lrichlvroethane NO ug/l 1.0 1,0 LV 12/14195 22:40 E,3MlYH 601
41`2-T ichloroethaoe N0 uy/\ 1.0 11* 1.0 12/14/95 22:40 E,SM1TH 601
Trichlmuetheme ND ug/\ 1.0 1,0 LO 1284/95 22:48 [.SMlTB 601
Trich\orof\uoroxethane NO wg/l 110 LV L0 12/14/q5 22:48 E.GMlTH 601
HT8E 75.0 ug/\ 0.0 10.8 1.0 12/14/95 22-48 [.SMITH 602
%RE 750. og/l 0-8 10.0 1.0 12/14/95 22:48 [.SMITH 602
RD = kot detected at the report limit.
Surrogate Recoverie5
Surrogate
QUALITY CONTROL DATA **
w*
Halogenated VOA Surrogate 1
Halogenated VOA Surrogate 2
Halogenated VOA Surrogate 3
% Recovery
Target Range
70-13O
70 - 130
70 - 130

PECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive,
Nashville, Tern 37204
HANDEX F THE CAROLINAS 163
ATT: EVAN EtARF
3600-8 880DPARK LVD
HA L TTE NC 28206
Sample T M
Project : 079 -03T114
1
Froje
Nam
HONEYCUTT XXON
Sampler :CHUCK FLETCHER
Stat CortiflootCertification
ite I.D..
SurrogateRect.. ries
ogate
Lab Number m
Date
14
ec d 12 /95
Ti Co I leg td 1 1: 40
Date eiv d: 1 '13 95
Ti eived 9 : 0l
Samo e Type: Wat s
ALIT' CONTRO ATA
% Recovery
TheodoreJ Duel
Michael H. nn
Danny B. Hale, M.S.
Ph
D.

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLARK
360E-6 WOODPARK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-6
Project: 107901-03T 1 14
Project 'Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site i.D.:
Analyte Result
Benzene
Ethylbenzene
Toluene
e,p-lylenes
o-Xylene
Broeodichloroeethane
Broeaform
Broeosethane
Carbon tetrachloride
Chleroethane
2-Chloroethylvinylether
Chloroform
Chloroeethane
Dibroeachloromethane
Ethylene Dibroeide
Vinyl chloride
Dichlorodifluoromethane
1,1-Dithloroethaae
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloreethene
trans-1,2-0ichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
tran-1,3-Dichlarapropene
Methylene chloride
1,1.,2,2-Tetrachlaroethane
Tetrachloroethene
19.1
1.6
2.0
22.4
18.2
N0
N0
ND
ND
ND
N0
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Repo
Units
Lab Number: 9-Ar)72015
Date Collected: 12/12/95
Time Collected: 1 1 : 00
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Buan Dil
Limit Factor Date Time
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
1.0 1.0 1.0
ug/I 1.0 1.0 1.0
ug/l 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/l 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1,0 1.0 1.0
ugfl 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
un/1 1.0 1.0 1.0
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/45 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
Analyst Method
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601.
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601.
E.SMITH 601
E.SMITH 601

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROL I NAS 6163
ATT: EVAN CLARK
360O-0 WOODPARK BLVD.
CHARLOTTE, NC 2E32O6
Sample ID: MW-6
Pro iect: 107901-O3T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site i.D.::
Analyse
Lab Number: 95-A072O15
Date Collected: 12/12/95
Time Collected: 11:00
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Result Units Lieit 1ieit Factor Date Time Analyst Method
1,1,1-Trichloroethane ND ug/1 1.0 1.0 1.0
1,1,2-Trichioroethane ND ug/1 1.0 1.0 1.0
Trichloroethene ND ug/1 1.0 1.0 1.0
Trichlorofluoraaethane ND ug/1 1.0 1.0 1.0
MTBE 27.8 ug/1 10.0 10.0 1.0
IPE 35.1 ug/1 10.0 10.0 1.0
Lead 0.013 mg/1 0.003 0.003 1.0
ND = Not detected at the report 1iwlit.
12/14/95 22:48 E.SM1TH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 601
12/14/95 22:48 E.SMITH 602
12/14/95 22:48 E.SMITH 602
1.2/1.5/95 9:24 R.Street 3030c
** QUALITY CONTROL DATA *go -
Surrogate Recoveries
Surrogate
**
Halogenated VOA Surrogate 1
Halogenated VOA Surrogate 2
Halogenated VOA Surrogate 3
% Recovery
110.
105.
100..
Target Range
70 - 130
70 - 130
70 - 130

SEECEAL1,ZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLARK:
3600-6 WOOD.PARK BLVD .
CHARLOTTE, NC 28206
Samp l e I D : MW-6
Project : 107901-03T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certificate in: 387
Site J.D..
Lab Number: 95-A072015
Date Collected: 12/12/95
Time Collected: 11:00
Date Received: 12/13/95
Time Received: 9:00
Sample Type; Water
** QUALITY CONTROL DATA
Surrogate Recoveries
Surrogate
Report Approved By:
**
**
4 Recovery Target Range
Theodore J. Duello, Ph.D.
Michael H. Dunn M.S.
Danny 8. Hale, M.S.
Report Date: 12/18/95

10R
NORM
1rr1
OEM
1rr' OEM
1r1
1
SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN C!-=ARK
3600--6 WCODF'ARK BLVD.
CHARLOTTE, NC 26206
Sample I D : MW-7D
Project: 1 07901--03T 1 14
Project. Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.D.:
Analyte
Benzene
Ethyibenzene
Toluene
m,p-Xylenes
o-Xylene
Bromodichloromethane
Bromoforl&
Bromomethane
Carbon tetrachloride
Chloroethane
2-Chloroethylvinylether
Chloroform
Chloromethane
Dibromochloromethane
Ethylene ➢ibromide
Vinyl chloride
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis�1,3-Dichloroprapene
trans-1,3-Dichloropropene
Methylene chloride
1,1,2,2-Tetrachloroethene
Tetrachloroethene
Result
Lab Number: 95-A07
016
Date Collected: 12 / 12 /95
Time Collected: 10 : 00
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Quan ➢il
Limit Factor Date Time Analyst Method
62.8 ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
2.6 ugll 1.0 1.0 1.0
6.7 ug/1 1.0 1.0 1.0
7.7 ug/1 1.0 1.0 1.0
ND uq/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
N➢ ug11 1.0 1.0 1.0
ND ugll 1.0 1.0 1.0
ND ugll 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/l 1.0 1.0 1.0
N➢ ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
2.6 ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
ND ug/1 1.0 1.0 1.0
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/1.4/95
12/14/95
12/14/15
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14/95
12/14 /95
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:48
22:40
22:48
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601.
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.5M1TH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601.
E.SMITTH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601

gPECTALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAIOLINAS 6163
ATT: EVAN CL.ARK
3600-G WOODPARK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-7D
Project: 11". 79O1' O3T11,4
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.D.:
Analyte
1,1,1-Trichloraethane
1,1,2-Trichloroethane
Tric'hioroethene
Trichlorofluoro!ethane
KBE
IPE
Lead
ND = Not detected at t
Result
ND
ND
ND
ND
ND
ND
ND
e
Units
ugll 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugll 1.0 1.0 1.0
ug/I 1.0 1.0 1.0
uq/1 10.0 10.0 1.0
ug/l 10.0 10.0 1.0
■g/1 0.003 0.003 1.0
** QUALITY CONTROL DATA **
Surrogate Recoveries
Surrogate
**
Halogenated VOA Surrogate 1
Halogenated VOA Surrogate 2
Halogenated VOA Surrogate 3
%. Recovery
114.
105.
89.
Lab Number: 9 a-AO72016
Date Collected: 12/12/95
Time Collected: 10:00
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Duan Dil
Licit Factor Date
Tile
12/'14/95 22:48
12/14/95 22:48
12/'4/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/15/95 9:24
Analyst Method
E.SMITH 601
E.SMITH 601
E.SMITH 601.
E.SMITH 601
E.SMITH 602
E.SMITH 602
R.Street 3030c
Target Range
70 - 130
70 - 130
70 - 130

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960-Foster Cre g to
Tennessee 72
HANDEX OP THE CAROLINAS 6
ATT: EVAN CLARK
3600-G i PARK BLVD.
CHARLOTTE, NC 28206
Sample l -
Plojec 107901-0 T114
Pr 3 NEYCUTT EXXON
Sampler: CHUCK FLETCHER
e C rt-i ic.n: 7
Ct.
Sates .D.
QUAL ' CO T ilL. DATA
Surrogate Rec vel aes
Surrogate
Report y.. v d B
TheodorTheLdoccDue Ph.D.
Michael H. unn4 MSS...
Danny B. Halef,S.
iv d: 2 l ' t
eiv d: 9 :0

mme .1 or as Boni
�
SPECIALIZED ASSAYS
ENVIRONMENTAL
zvaoFoster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAR8LINAS 6163
ATT: EVAN QLARK
3600-G WO8DPARK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-8
Project: 107901-03T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site l.D.:
Anx\yhe Result
Benzene
Ethylbemzmne
Toluene
a,p-Yylones
o-Xyleoo
Uromndich\orumethane
Bmomfwrm
Brumumethane
Carbon tetrachloride
Chloroethaup
2-Chlumptbylvinylother
Chloroform
Ch\ommethone
0ibromuchloromothane
Ethylene Dibmmidp
Vinyl chloride
Oich\orudiflunmmptbane
i,\-Uichlnmethaoe
1,2-Uichluruethaoe
1x1-0ch\omntheno
cis-1.2-0lchlnmethoop
brans-1.2-Uichiompthpno
1/2-0ich}nmoropane
cis-1,3'Dich1orupmpene
trans-1`3-Dich}nmp,oppne
Methylene chloride
1.1,2.2'Tehachluroethaoe
Tetrach\omethene
NO
ND
NO
ND
NO
NO
ND
NO
NU
ND
ND
ND
ND
ND
ND
ND
ND
NO
NO
No
ND
NO
N0
NO
NO
�
�
NO
Lab Number: 95-A072017
Date Collected: 12/12/95
Time Collected; 10:40
Date Received: 12/13/95
Time Received: 9:00
Sample Type; Water
Keport Quaoil
Units Limit Limit Factor Date Time Analyst Method
m;/l 1.8 1.0 LV
ug8 LV 1.0 1.0
mg8 1.0 \.V \.A
og/l LV 1.8 LV
mD8 1.0 LO \.V
ug/} 1.0 1.0 1.0
og/\ LV |.O LV
og/1 1.0 1.0 1.0
ug/8 LO 1.0 1.0
mq/l 1.0 110 1.0
og/l LO 1.0 1.0
ug/l 1,0 1.8 LV
ug/l 1.0 1.0 |.V
mQ/1 1.8 1.0 1.0
ug/l 1.0 1.0 \,V
mV/i 1.0 LA 1.0
u98 1.8 1.0 1.0
mg/\ LA 1.0 1.8
ug/l 1.0 LO 1.0
mg/i LV LV 1.0
mg/l 1.0 1.0 1.0
ug/l 1,0 LO 1.0
uV/l 1.0 \.O 1.0
ug/1 1.0 LO 1.0
og/\ 1.0 110 1.0
nq/l 1.0 1.0 1.0
o0/) \.O 1.0 1.0
og/1 1.0 1.0 1.0
12/\4195
12/i4/95
12/M/95
12/14/95
l2/14/95
12/14/95
12/14195
12/14/95
12/14/95
12/14/95
\2/14/95
12/14/95
t2/14195
1284/95
12/14/95
[2/14/95
12/#/95
12/0/95
12/14/95
12/14/95
12/M/75
12/14/95
12/0/95
12/14/75
12/14/95
18M175
\2/\4/q5
|2/0/Y5
B:48
22-4B
22:4B
22:48
22:48
22.0
22:48
22;48
22.48
22:48
22:48
22:4B
22AB
22.48
22:40
22:48
B:48
22:48
22:B
22:48
22-.48
22:48
22.48
22:48
22`48
22:48
22:48
B: 48
E.SMl7H 602
E.SM}TH 602
E,SMlTH 602
E,SKlTH 602
[.SMITH WB
[.SMITH 681
E.SM[T8 601
E.SMlTH 601
E.SMllH 601
[-SMITH 601
[,SMITH 601
E,SMITH 601
[.SMITH 601
E.SMlTH 601
E.SMlTH 601
E.SMlTH 601
[.SMITH 601
[.SMITH 601
E,GMlTK 601
G,SMlTH 601
[.SMITH 601
[.SMITH 601
[.SMITH 601
E.SMlTH 601
E.SM\TH 601
F.SMTTH 601
[.SMITH 601
E.SMlTH 601

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CA6OL I NAS 6163
ATT: EVAN CLARK
3600-8 WOODPARK BLVD .
CHARLOTTE, NC 282O6
Sample ID: MW-8
Project: 107901—O3T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.D.:
Analyte
Report u
Result Units i.ieii Limit Factor Date Time Analyst
Lab Number: 95—A072O17
Date Collected: 12/12/95
Time Collected: 10:4O
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Method
1,1,1-Trichloroethane NB ug/1 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601.
1,1,2-Trichloroethane ND ug/1 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601
Trichloroethene ND ug/l 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601.
Trichlorofluoromethane ND ug/1 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601
KBE ND uq/1 10.0 10.0 1.0 12/14/95 22:48 E.SMITH 602
IPE Na ug/1 10.0 10.0 1.0 12/14/95 22:48 E.SMITH 602
Lead NO mg/1 0.003 0.003 1.0 12/15/95 9:24 R.Street 3030c
Na = Not detected at the report Iinit.
** QUALITY CONTROL DATA **
Surrogate Recoveries
Surrogate
**
% Recovery
Target Range
Halogenated VOA Surrogate 1 110. 70 — 130
Halogenated VOA Surrogate 2 95. 70 130
Halogenated VOA Surrogate 3 86. 70 — 130

'
FE
�I I
wse mmni m �
�
nor
Its too
SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Fester Creighton Drive
maxu,ale, Tennessee som*
HANDEX OF THE CARQLZNAS 6163
ATT: EVAN CLARK
3600-G WO0DPRK BLVD.
CHARLOTTE, NC 28206
Sample ID: MW-8
Project: 107901-03T114
Project Name. HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.D.:
Surrogate Recoveries
Surrogate
Report Approved By:
Lab Number: 95-A072017
Date Collected: 12/12/95
Time Collected: 10,40
Date Received: 12/13/95
Time Received: 9�00
Sample Type: Water
QUALITY CONTROL DATA
**
94.
**
% Recovery
Theodore J. Duellor Ph.D.
Michael H. Dunn, M.S.
Danny B. Hale, M.S.
Target Range
Report Date: 12/18/95

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville,. Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLARK
3600-G WOODPARK BLVD.
CHARLOTTE, NC 28206
Sarnp1 ID: RW-1
Project: 107901-03T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State. Certification: 387
Site I.D.:
Analyte
got NI Ps -F I FZ FDIT
Fc
Lab Number: 95-A07201e
Date Collected: 12/12/95
Time Collected: 12:30
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Benzene
Ethylbenzene
Toluene
1,p-Xylenvs
o-Xylene
Bromodichloromethane
Drosoform
Bromomethane
Carbon tetrachloride
Chloroethane
2-Chloroethylyinylether
Chloroform
Chlorosethane
Dibromochloromethane
Ethylene Dibromide
Vinyl chloride
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
10-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroothene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Methylene chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Result Units
957.
159.
175.
775.
414,
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
25.0
ND
ND
ND
ND
ND
ND
ND
ND
ND
Report 0u n Dil
Limit Limit Factor Date Time Analyst Method
-------
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ugfl 10.0 1.0 10.0
uq/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/I 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ugfl 10.0 1.0 10.0
ug/I 10.0 1.0 10.0
ugll 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/I 10.0 1.0 10.0
ug/1 10,0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
ug/I 10.0 1.0 10,0
uq/1 10.0 1.0 10.0
ug/l 10.0 1.0 10.0
ug/1 10.0 1.0 10.0
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:46
12/14/95 22:48
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SNITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLTNAS 6163
ATT: EVAN CL.ARK
3600-6 WOODF'ARK BLVD.
CHARLOTTE, NC 28206
Sample ID: RW-1
Project: 107901-03T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certifica.t.
Site I.D..
n: 387
Analyte Result
1,1,1�Trichloroethane
1,12-Trichloroethane
Trichiort ethene
Trichlorofluororethane
MTBE
IPE
Lead
Lab Number: 95-A072018
Date Collected: 12/12/95
Time Collected: 12:30
Date Received: 12/13✓95
Time Received: 9:00
Sample Type: Water
Report Ruan 811
Units Licit Limit Factor Date
ND ug/1 10.0 1.0 10.0
ND ug/1 10.0 1.0 10.0
ND ug/1 10.0 1.0 10.0
ND ug/1 10.0 1.0 10.0
205. ug/1 100. 10.0 10.0
644. ug/1 100. 10.0 10.0
0.022 mg/1 0.003 0.003 1.0
Not detected at the report licit..
** QUALITY CONTROL DATA
Surrogate Recover ies
Surrogate
**
Halogenated VOA Surrogate 1
Halogenated VOA Surrogate 2
Halogenated VOA Surrogate 3
**
Y. Recovery
108.
106.
115.
Time Analyst Method
12/14/95 22:48
12/1.4/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/15/95 9:24
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 602
E.SMITH 602
R.Street 3030c
Target Range
70 - 130
70 - 130
70 - 130

^
`
�
»
SPECIALIZED ASSAYS
ENVIRONMENTAL
29wFoster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLARK
3600-G WOO— RK BLVD.
CHARLOTTE, NC 28206
Sample ID: RW-1
Project: 107901-03T114
Project Name: HONEYCUTT EXXON
sampler: CHUCK FLETCHER
state Certification: 367
Site I.D.:
Lab Number: 95-A072018
Date Collected: 12/12/95
Time Collected: 12:38
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
** QUALITY CONTROL DATA **
Surrogate Recoveries
Surrogate
---------
Report Approved By:
% Recovery
Theodore J. DueIlo, Ph.D.
Michael H. Dunn, M.S.
Danny B. Hale, M.S.
Target Range
Report Date; 12/18/95

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Foster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 61
ATT: EVAN CLARK
3600-G WOODFARK BLVD,
CHARLOTTE, NC 28206
Sample ID: 102 LOCUST AVE.
Project: 107901-03T114
Project Name: HONEYCUTT EXXON
Sampler: CHUCK PLETCHER
State Certification: 387
Site I.D.:
G L__ Ft F-T
Lab Number : 95-A072019
Date Collected: 12/12 95
Time Collected: 11:10
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Analyte Result
Benzene
Ethylbenzene
Toluene
0,p-Xylenes
o-lylene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chloroethane
2-Chloroethylvinylether
Chloroform,
Chloromethane
Dibromochloromethane
Ethylene Dibromide
Vinyl chloride
Dichlorodifluoromethane
1,1-Dichloroethant
1,2-Dichloroethane
10-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichlorropene
Methylene chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Report Quan Dil
Units Limit Limit Factor Date Time Analyst Method
ug/1 1.0 1.0 1.0
1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/I 1.0 1.0 1.0
ugil 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
uqli 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ugil 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1.0 1.0 1.0
ug/1 1,0 1.0 1,0
ug/1 1.0 1.0 1.0
uq/1 1.0 1.0 1.0
12/14/95 22:49
12/14/95 2248
12/14/95 22:48
12/14/95 22140
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:49
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
12/14/55 22:48
12/14/95 22:48
12/14/95 22:48
12/14/95 22:48
-------- --------
E.SKITH 602
METH 602
E.SMITH 602
E.SMITH 602
E.SMITH 602
E.SMITH 601
E.SMITH 601
E.SM1TH 601
E.SM1TH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SM1TH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SK1TH 601
E.SMITH 601
E.SMITH 601
E.SKITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601
E.SMITH 601

SPECIALIZED ASSAYS
ENVIRONMENTAL
2960 Forster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAS 6163
ATT: EVAN CLARK
3600-6 WOOi.3FARK BLVD.
CHARLOTTE. NC 28206
Sample ID: 102 LOCUST AVE.
Pr
Lab Number: 95-A072019
Date Collected: 1/12/95
107901-03T114 Time Collected:
Project Name: HONEYCUTT EXXON
Sampler: CHUCK FLETCHER
State Certificati n: 387
Site I.D..
Analyte
ir1,1-Trichlaroetlane
1,1,2-Trichloroethane
Trichloraethene
Trichlarofluoromethane
MTBE
IPE
**
Surrogate Recov
Surrogate
Report Quan Dil
Result Units Li.it Li.it Factor
Date Received: 12/13/95
Time Received: 9:00
Sample Type: Water
Tile Analyst Method
NU ug/1 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601
ND ugfl 1.0 1.0 1.0 12/14/95 22:48 E.SM1TH 601
ND ug/1 1.0 1.0 1.0 12/14/95 22:48 E.SM1TH 601
ND ugll 1.0 1.0 1.0 12/14/95 22:48 E.SMITH 601
ND ugfl 10.0 10,0 1.0 12/14/95 22:48 E.SM1TH 602
ND ug/1 10.0 10.0 1.0 12/14/95 22:48 E.SMITH 602
N0 lie/I 0.003 0.003 1.0 12/15/95 9:24 R.Street 3030c
QUALITY CONTROL IIATA **
Halogenated VOA Surrogate 1
Halogenated VOA Surrogate 2
Halogenated VOA Surrogate 3
% Recovery
Target Range
99. 70 130
97. 70 - 130
111. 70 - 130

SPECIALIZED ASSAYS
ENVIRONMENTAL
zvooFoster Creighton Drive
Nashville, Tennessee 37204
HANDEX OF THE CAROLINAG 6163
ATT: EVAN CLARK
3600-G WOObPARK BLVD.
CHARLOTTE, NC 28206
Sample ID- 102 LOCUST AVE.
Project: 107901-03T114
Project Name: HONEYCUTT E%XON
Sampler: CHUCK FLETCHER
State Certification: 387
Site I.D.:
Surrogate Recoveries
Surrogate
Lab Number: 95-A07201c?
Date Collected: 12/12/95
Time Collected: 11:10
Date Received: 12/13/95
Time Received. 9:00
Sample Type: Water
QUALITY CONTROL DATA
**
�
Report Approved By:
% Recovery
Theodore J. Duellor Ph.D.
Michael H. Dunn., M.S.
Danny B. Hale, M.S.
Target Range
Report Date: 12/18/95

SPECIALIZED ASS
ENVIRONMENTA
REFERRING CLIENT
irr� �
M*A�''��uRss7�r.
. ii srri
memem t� tiio=i
mei %1l I r---•
IOW
■AW1
INF
2960 Foster Creighton Drive
Nashville, TN 37204
615-726-0177
FAX [phone]
LLING CONTROL NUMBER (FOR LAB 6.15E ONLY
PR
P.O. #
©IEcr NAME
FOR LAB USE ONLY
ACC*
SAMPLE DESCRIPTION
DATE TIME
ANALYSIS REC VESTED
uisbed s (Ssgnatu
Ilnquished by: (Sig*na
Date / Tlirne
Received by; (Signature)
ainquished by: (Signora
Date / Ti
Received by, (Signatu
quashed by: (Sig;na
Dat
Received b
CI
Ti
For
u
er assistance in completing the chain of custody form please refer to the instructions found on the opposite side

CORRECTIVE ACTION PLAN ADDENDUM
HONEYCUTT EXXON
127 WEST MAIN STREET
LOCUST, NORTH CAROLINA
Report Prepared For:
The Estate of Floyd E. Honeycutt
in care of G. Crawford Rippy, III
Brown, Brown, Brown, and Stokes, L.L.P.
Attorneys at. Law
101 South Second Street
Albemarle, North Carolina
Report Prepared By:
HANDEX OF THE CAROLINAS, INC.
3600-G WOODPARK BOULEVARD
CHARLOTTE, NORTH CAROLINA 28206
CHARLES D. FLETCHI , P.G.
PROJECT HYDROGEOLOGIST
EVAN B. CLARK, P.E.
PROJECT MANAGER
DATE
7
DATE
cundex°
I:\BROWN_D\HONEYCUT\HONEYCUT.CAP

CORRECTIVE ACTION PLAN ADDENDUM
HONEYCUTT EXXON
127 WEST MAIN STREET
LOCUST, NORTH CAROLINA
Report Prepared For:
The Estate of Floyd E. Honeycutt
in care of G. Crawford Rippy, 111
Brown, Brown, Brown, and Stokes, L.L.P.
Attorneys at Law
101 South Second Street
Albemarle, North Carolina
Report Prepared By:
HANDEX OF THE CAROLINAS, INC.
3600-G WOODPARK BOULEVARD
CHARLOTTE, NORTH CAROLINA 28206
CHARLES D. FLETCHER, P.G.
PROJECT HYDROGEOLOGI,ST'I'''.'"
-
EVAN B. CLARK, P.E.PROJECT MANAGER
Ft
10,14R0;4N_D\HONEYCUT\HOWEYCUT.CAP
andex

TABLE OF CONTENTS
ITEM PAGE
1.0 INTRODUCTI N .. , .. .
1.1 T BACKGROUND INFORMATION
2.0 REMEDIAL SYSTEMS._ DESIGN
2.1 FEASIBILTY TESTING ..... .
2.2 CONCEPTUAL REMEDIAL DESIGN .......
2.3 REQUIRED PERMITS .. , ....... a ....... .
2.4 CAPTURE ZONE MODELING AND ANALYSIS
3.0 SOIL REMEDIATION ...
4.0 GROUNDWATER REMEDIATION
4.1 RECOMMENDED GROUNDWATER REMEDIATION SYSTEM
4.2 RECOVERY WELL DESIGN
4.3 PIPING DESIGN ..................... .... , .... .
4.4 PUMP SELECTION ........... .
4.5 AIR COMPRESSORS .......... . .................... .
4.6 TOTAL EXPECTED WATER FLOW
5.0 GROUNDWATER TREATMENT SYSTEM DE, ION . .
5.1 RECOMMENDED GROUNDWATER TREATMENT SYSTEMS
5.2 OIL WATER SEPARATOR AND AIR STRIPPING UNIT .....
5.3 GRANULAR ACTIVATED CARBON ADSORBER (GACA) ...
5.4 PRE-TREATMENT FOR IRON AND BIOFOULING ........ .
5.5 SYSTEM ENCLOSURE, CONTROLS, AND SAFETY MECHAN
5.6 STORAGE AND DISPOSAL OF RECOVERED LPH ........ .
5.7 EFFLUENT DISPOSAL SYSTEM . . .......... . .
6.0 OPERATION AND MAINTENANCE
S
3
3
4
5
6
7
9
9
9
10
11
11
11
12
12
12
13
15
16
17
17
18
6.1 GAUGING AND BAILING OF WELLS .... . .......................... 18
6.2 RECOVERY SYSTEMS MONITORING .............................. 19
6.3 TREATMENT EQUIPMENT MONITORING ...... . .............. • , .. 19
I:\ORDwN D\HONEYCUT\UONEY.CUT.CAP
cindex

20
23
ITEM
TABLE F CONTENTS (CONTINUED)
PAGE
7.0 I... TI SYSTEM tNIT I REPORTING
7.1
SEMI-ANNUAL WATER QUALITY PLING AND P TI
7.2 ANNUALWATER ALI SAMPLING D REPORTING .. ... . $ . .
21
7.3 RE EDIATIONPROGRESS '`,ALUATI I ...
21
7A REMEDIAL I,AL ACTION M L TI .. , .. .. .
21
REFERENCES .
sON : Ct \r ar YCUt.CAP

FIGURES
FIGURE 1 : Site Location Map
FIGURE 2 : Site Plan
FIGURE 3 : Capture Zone Analysis - 1 year
FIGURE 4: Induced Vacuum Map
FIGURE 5: Combined Vacuum and TPH Map
APPENDIX A:
APPENDIX B:
APPENDIX C:
APPENDIX D:
APPENDIX E:
APPENDIX F:
APPENDIX G:
APPENDIX H:
APPENDICES
Pump Test Data, Graphs, and Calculations
Gast Vacuum Blower Specifications and Performance Data
Laboratory Air Analysis
Pump Design Specifications
Oil -less Compressor, Air Filter, Solenoid Valve Specifications, Piping
and Performance Data
Air Stripper Specifications and Performance Data
Granular Activated Carbon Adsorption (GACA)
Dissolved Solids Laboratory Analytical Reports
DRAWINGS
DRAWING 1:
DRAWING 2:.
DRAWING 3:
Piping and Instrumen
Detail Sheet
System Layout
I:\BROWN IP\HONEYCUT\HONEYCUT.CAP
ion Diagram
ander

4.0 GROUNDWATER RE EDIATIQN
4.1 RECOMMENDED GROUNDWATER REMEDIATION SYSTEM
To achieve hydraulic control objectives, groundwater will be pumped to create a cone of
depression in the water -table. This decrease of the hydraulic head in the surfucial aquifer
will cause groundwater containing dissolved hydrocarbons to migrate toward the recovery
wells. Based on the capture zone analysis and well yield estimates, the proposed
recovery wells should provide hydraulic control and capture of the majority of the dissolved
phase hydrocarbon plume.
The groundwater recovery system recommended for the site consists of pumping
groundwater under vacuum -enhanced conditions from the three proposed recovery wells
shown on Figure 5. As previously mentioned, vacuum -enhancement was chosen to
provide capture using three recovery wells, shorten clean-up times, and remediate soils
de -watered during pumping. This recovery scenario is predicted to produce an average
flow of approximately 1.25 gpm per extraction well.
4.2 RECOVERY WELL DESIGN
Proposed recovery wells RW-2 and RW-3 will be constructed using the same construction
details as RW-1. The proposed recovery wells will be constructed of 4-inch diameter
Schedule 40 PVC with flush -threaded joints. The wells will extend to approximately 55 feet
below land surface (BLS), with 0.020 inch slotted well screen extending from approximately
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8 feet BLS to 55 feet BLS. The annular space surrounding the screened interval of the
recovery well will be filled with 60/20 silica sand to approximately one foot above the
screen. A bentonite seal approximately 2 feet thick will be placed above the filter pack.
The remaining annular space will be filled with Type 1 Portland cement. The 8 feet of solid
well casing above the well screen should provide a good surface seal for vacuum -
enhanced recovery. The recovery well will be completed with subsurface piping
connections.
4.3 PIPING DESIGN
The pumping equipment selected will be capable of developing sufficient head to
overcome the piping system elevation head and frictional losses, and will be capable of
delivering more than the required flow rate of 3.75 gallons per minute (gpm) to the
treatment system.
All piping will be completed 24 inches below grade between the recovery wells and the
treatment system compound to prevent freezing during the winter months. The
groundwater discharge line from each recovery well will be conveyed to the treatment
compound by one inch PVC or HDPE lines which will be manifolded at the system
enclosure. A flow control valve, sampling port, and totalizing flow meter will be installed
on the water line at the treatment system enclosure. Piping and valving details are shown
on the recovery system detail sheet included as Drawing 2.
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4,4 PUMP SELECTION
Clean Environment Engineers (CEE) AP-4 TL (or equivalent) controller -less, top -loading,
pneumatic pumps have been selected to extract groundwater and pump it to the treatment
system. These pumps are capable of producing a flow rate of approximately 1.25 gpm per
well. The pump intakes will be set at approximately 30 feet below the static water level.
Each pump will be equipped with a check -valve to prevent back -flow of water from the
treatment system when the pump is shut down. Performance data for the specified pump
is included in Appendix D.
4.5 AIR COMPRESSORS
An American IMC, Model 216V, .5 horsepower, air compressor will be used to supply air
to the pneumatic pumps. The air compressor will be equipped with a pressure regulator
and coalescing filter, and a solenoid valve to shut off the air supply to the pumps in the
event of any system failure. Performance data for the specified air compressors, air filters,
and solenoid valves are presented in Appendix E. Air will be delivered to the pumps via
Weatherhead Nylon 11 (or equivalent), 1/2-inch diameter nylonlpolyamid reinforced air line.
4.6 TOTAL EXPECTED WATER FLOW
The normal expected flow rate for the proposed remediation system is approximately 3.75
gpm. Since the recovery pump will be set at a specific flow rate, the treatment system
should not be affected by significant rainfall events and subsequent infiltration. The
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treatment and piping systems will be designed using a maximum flow rate of 10 gallons
per minute to allow for excess system capacity.
5 0 ROUNDWATER TREATMENT SYSTEM
ESIG
5.1 RECOMMENDED GROUNDWATER TREATMENT SYSTEMS
The recommended treatment system consists of phase separation with an oillwater
separator, a tray -type air stripping unit and a granulated activated carbon adsorber
(GACA). The recommended system is shown on the P&ID presented as Drawing 1, and
has been designed to meet the requirements of the General NPDES permit The treatment
units required to accomplish the cleanup objectives are described in the following sections.
A recovery system detail sheet is provided as Drawing 2. The relative positions of the
recommended treatment equipment are shown on the system layout presented as Drawing
3.
5.2 0IUWATER SEPARATOR AND AIR STRIPPING UNIT
A low -profile air stripper treatment system will provide the primary treatment for recovered
groundwater using aeration. Concentrations of dissolved hydrocarbons in the influent
stream were estimated from analyses of groundwater samples collected during the
vacuum -enhanced pump test and the most recent groundwater sampling events. Ejector
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Systems, Inc., (ESI) was contacted to design an aeration system to achieve treatment goals
based on these concentrations, at a flow rate of up to 4 gpm.
Groundwater will be pumped from the recovery wells to an Ejector Systems Model SA-15
"Stripperator" (or equivalent), a modular system incorporating an oil/water separator
(OWS), low -profile tray -type air stripper, controls, and enclosure into a single unit. The
selected low -profile air stripper is designed for a flow rate of up to 15 GPM. The aeration
unit includes an explosion -proof blower, aeration trays, a 60-gallon sump, cleanout ports,
sump access port, sample port, pressure gauge, and exhaust stack. The description,
schematic, and performance warranty of ESI's Model SA-15 low -profile aeration system
are included in Appendix F. The specifications presented by ESI show that the selected
air stripper should provide removal efficiencies above 99% for the expected influent
concentrations. Treated effluent will drain to a storm sewer at the northern property
boundary.
5.3 GRANULAR ACTIVATED CARBON ADSORPTION (GAGA)
The secondary treatment system at the site will consist of one Hadley Aquasorb 21.8"
inside diameter (or equivalent) carbon adsorbtion unit containing 200 Ibs of activated
carbon. The unit is rated at 7 gpm and will be operated at approximately 4 gpm.
Secondary treatment by GACA should adsorb BTEX constituents not removed by the air
stripper prior to groundwater discharge to the storm sewer system.
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Concentrations of dissolved hydrocarbon constituents in the carbon influent stream were
estimated using "worst case" monitoring well concentrations based on the laboratory
analytical results of the most recent groundwater sampling event. Carbon consumption
rates for several sizes of GALA units were then estimated using the worst case
concentrations. GALA sizing calculations and carbon consumption specifications are
included in Appendix G.
Treated groundwater from the air stripper will be pumped to the GACA unit using a Goulds
Model NPE (or equivalent) transfer pump with a 2 HP explosion -proof motor. The
manufacturer's specifications for the transfer pump are included in Appendix G.
The GALA unit recommended has been sized so that there is adequate capacity in the
GACA vessel to treat the full estimated BTEX influent concentration (untreated) for
approximately 111 days. However, the carbon bed life of this unit is expected to be
significantly longer based on the anticipated air stripper removal rates. In accordance with
the General NPDES Permit, the site will be visited weekly to obtain flow meter readings
and to monitor system operation.
The carbon treatment unit will be capable of backwashing the carbon to remove
particulates and extend the carbon bed life. It is proposed to monitor the hydrocarbon
concentrations in the influent and effluent to the GAC vessels, and schedule carbon
replacements before hydrocarbon breakthrough occurs. Spent carbon from the GAGA unit
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will be returned to the manufa
:u
for regeneration or disposal. Sampling ports will be
provided on the discharge line from the carbon vessel, and a totalizing flow meter will be
installed on the final effluent discharge line.
A particulate filter installed upstream of the GALA unit will remove solids, which will extend
the carbon bed life and reduce carbon replacements. The GACA unit, in this application
as a polishing unit, should receive limited hydrocarbons which should be treated by the air
stripper.
5.4 PRE-TREATMENT FOR IRON AND BIOFOULING
Groundwater samples collected during the pump test were analyzed for iron, manganese,
total dissolved solids and total hardness to evaluate the potential for scaling and biofouling
of the aeration system. The dissolved solids laboratory report is presented in Appendix
H. The total manganese analysis showed a concentration of 13.2 mg/I. This concentration
is considered moderate to high, and could produce a fouling problem in the air stripper.
Since the residence time in the proposed OWS (106 gallon capacity) at the expected flow
rate is greater than one hour, a sequestering agent will not be effective at preventing the
precipitation of manganese in the air stripper. The air stripper will be inspected for
evidence of manganese fouling during routine operation and maintenance visits. If
manganese fouling should become a problem, the usefulness of a manganese removal
system should be evaluated versus the cost of periodic stripper cleaning.
TOHONEY UT.CAP
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4 r r
The groundwater iron concentration was 55.6 mgll, which is considered high, and may lead
to iron fouling problems in the GALA. A quad filter unit which contains four separate bag
housings all plumbed and valved together on the same chassis (or equivalent) will be
installed downstream of the stripperator, before the GALA. This pre -filtering system
combined with weekly scheduled filter changes and periodic GACA back flushing should
solve the iron precipitation problems.
The groundwater hardness concentration was 172 mg/l and total dissolved solids was 252
mgll. These concentrations are high but the quad filter should remove most of the
anticipated problems.
5.5 SYSTEM ENCLOSURE, CONTROLS, AND SAFETY MECHANISMS
All equipment will be housed inside a security fence for protection from vandalism. The
fence shall be equipped with two 2.5 foot wide doors to allow easy access to the remedial
equipment for routine inspections and cleanings. All system components in the treatment
system will be explosion proof. For security purposes, the treatment system enclosure will
be kept locked.
A control panel will be located at the compound, and will include switches to power the air
compressor, vacuum blower, and OWS transfer pump. The OWS will be equipped with
high-level probes to detect if the water or oil compartments should become full. A pair of
solenoid valves will be installed to automatically shut off the air supply to the pumps and
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dump the air pressure in the supply lines to the pumps. This condition would occur if one
of the OWS high-level alarm probes is triggered, or the air stripper fails (sump full or
blower fails). A treatment system layout is shown on Drawing 3. Relative locations of
switches and probes are shown on Drawing 1.
To regulate groundwater flow through the treatment system, a shut-off/throttling valve will
be installed on each recovery well influent line and air line at the well head. An influent
sampling port will be also be installed at each wellhead. A sample port will also be
installed on the OWS effluent line. Piping and valving details are included on Drawing 3
5.6 STORAGE AND DISPOSAL OF RECOVERED LPH.
Recovered LPH will be held in the oil/water separator for later disposal at a State approved
facility. The oil/water separator will be equipped with a high level switch to shut off the
recovery pump should the holding tank become full. The holding tank will be managed in
such a way that LPH is periodically pumped out before the tank becomes full. All LPH
handling will be conducted in accordance with applicable local, State, and Federal laws.
5.7 EFFLUENT DISPOSAL SYSTEM
Treated groundwater will be discharged to the storm sewer system located along Highway
27/24 under a General NPDES permit. The CAP Addendum will be used to apply for a
NPDES discharge permit to discharge treated groundwater from the site. The treatment
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system effluent water -quality objectives will be the same as the criteria fisted in the NPDES
discharge permit guidelines. The effluent discharge piping will be two-inch diameter
Schedule-40 PVC pipe, which will discharge from the system to the storm sewer located
on the northern edge of the site. Treated groundwater will flow by gravity after exiting the
GACA, and no additional pumping equipment will be required.
6.0 OPERATION AND MAINTENANCE
The operation and maintenance of the proposed system will consist of many tasks relating
to the vapor recovery, pumping, treatment, and disposal systems and equipment at the
site. A brief synopsis of the planned operation and maintenance schedule is listed in the
following sections.
6.1 GAUGING AND BAILING OF WELLS
Groundwater and LPH levels will be measured in all site wells quarterly and groundwater
contour maps will be prepared using these data. This information will help remediation
tracking and will show the development of the cones of depression around the extraction
points. Those monitoring wells showing accumulations of LPH will be gauged monthly.
The results of these activities will be summarized in semi-annual reports to be submitted
to the NCDEHNR.
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6.2 RECOVERY SYSTEM MONITORING
The recovery wells, piping, and treatment system will be examined during regular
operation and maintenance (O&M) site visits to determine whether adjustments are
needed. Site visits will be conducted on a weekly basis. Flow rates and pump intake
levels will be adjusted as needed to optimize system operation. The total flow from the
groundwater recovery system will also be checked and recorded. The SVE blower will be
checked for operation, and the moisture separator checked and drained as needed.
6.3 TREATMENT EQUIPMENT MONITORING
The treatment system is designed to function with a minimum of operation and
maintenance. During O&M visits, the groundwater treatment system and vapor extraction
system will be inspected for proper operation and adjusted as needed, including changing
particulate filters and backflushing of the GAGA. Sampling of the system will consist of:
1) Monitoring of the hydrocarbon concentrations in the recovery system
influent, midfluent, and effluent. Influent, midfluent, and effluent water
samples collected monthly will be analyzed to verify treatment efficiency and
permit compliance. These analyses will be conducted weekly for the first two
weeks, and monthly thereafter. Influent and effluent samples will be
analyzed for BTEX, MTBE, and lead.
2) Collect air samples from the soil -vapor extraction system quarterly to assess
concentration changes with time. Air samples will be analyzed for BTEX,
TPH, and methane.
3) Operation and maintenance of any off -gas treatment equipment as
necessary.
During the site checks, adjustment of the system will be performed as necessaryto
maintain system efficiency and maximize operational time.
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