NCG510547_Permit Issuance_20180102

Water Resources
Environmental Quality
January 2, 2018
Mr. Bryan M. Witt
Speedway LLC
500 Speedway Drive
Enon, OH 45323-1056
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Certificate of Coverage (COC) NCG510547
Under General Permit NCG510000 for the
Speedway 7971 (former WilcoHess 351)
1343 Rock Barn Rd NE, Conover 28613-7565
Catawba County
Dear Mr. Witt:
General Permit Coverage. In accordance with your application to discharge treated groundwater
contaminated with fuel hydrocarbons, the Division of Water Resources (DWR or the Division) hereby
forwards this Certificate of Coverage (COC) to discharge under the subject NPDES general permit.
We issue this COC pursuant to the requirements of North Carolina General Statue 143-215.1 and the
Memorandum of Agreement between North Carolina and the US Environmental Protection Agency
(USEPA) dated October 15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A copy of the Certificate of Coverage for your treatment facility
• A copy of General Wastewater Discharge Permit NCG510000
• A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG510000
• Engineer's Certification, to be signed and returned to DWR upon completion
The Division understands from your Notice of Intent (NOI) received September 12, 2017 that you
your site-remediation Corrective Action Plan (CAP) was approved August 11, 2016 by the
NCDEQ Division of Waste Management UST Section, Mooresville Regional Office.
Future reporting under this COC shall compare all analytical results to Surface Water -Quality
Standards appropriate to a receiving -stream classified C. We note that site -assessment analytical data
(April 05, 2017) suggests that combined gasoline and kerosene, appear to be the sources of site
contamination, and that chlorinated solvents may not be a problem in the subsurface. If additional
chlorinated solvents are detected in the future, you must apply immediately for an individual NPDES
permit.
Based on the above, the General Permit's effluent monitoring Table A. (3.) applies to your facility as
having been impacted by sources of combined gasoline and diesel fuel with a design discharge flow
rate of 1,296 gpd (<0.05 MGD). Monitoring Tables A. (1.), A. (2.), A. (4.), A. (5.) and A. (6.) do not
apply.
State of North Carolina 1 Environmental Quality
1617 Mail Service Center 1 Raleigh, North Carolina 27699-1617
919-707-9000

R1 r
At no time shall treatment -system operators allow contaminated (untreated) water to discharge to
surface waters of the State. At no time shall treated water discharge such that sediment is
transported and/or erosion occurs. The Measurement Frequency "Monthly Flow" is defined as total
treated effluent not -to -exceed one million gallons (1.0 MG) per month. This assumes that the
system utilizes a totalizing flow meter (or equivalent method) to determine and record total flow,
and report this value on quarterly Discharge Monitoring Reports (DMRs).
In accordance with your application for discharge and Corrective Action Plan (CAP), the Division
understands you propose to construct and operate a groundwater remediation system consisting of:
• Groundwater Recovery Wells.
• An Oil/Water separator (155 gallon) with a rated flow capacity of 20 gpm, detention time of
7.75 min and a free product disposal method that utilizes a gravity drain to an external500-
gallon AST.
• An air stripper with four (4) trays, a rate 50 gpm, air max @400 cfn; air -to -water ratio 8:1
(cfin/cfm) (99.9% removal efficiency)
• Two (2) bag filters in series; 100 gpm.
• Two (2) carbon adsorption drums; rate 40 gpm; in series; each 200-lbs; carbon breakthrough
time: first unit time is 84 months based on calculation with an anticipated 0.9 gpm
continuous flow rate.
• Effluent discharge line with flow meter.
• Discharge outfall.
The above treatment works, located at Speedway 7971 (Former WilcoHess 351) located at 1343 Rock
Barn Rd NE, Conover 28613-7565, will be installed and operated in accord with your discharge
application, Notice of Intent (NOI), and as described on your schematic and site plan. Treated
groundwater shall discharge under receiving stream zero -flow conditions (7Q10 and 30Q2 = 0.0 cfs)
ultimately to an unnamed tributary (UT) to Mahaffie [Stream Segment 11-76-2], a waterbody
currently classified C within Subbasin 03-08-32 [HUC: 030501011102] of the Catawba River Basin,
as documented on the attached Site Map.
In the event that treatment facilities fail to perform satisfactorily, to include creating nuisance
conditions, the Permittee shall take immediate corrective action, including those actions as may be
required by this Division, such as the construction of additional or replacement wastewater treatment
or disposal facilities. Failure to abide by the requirements contained in this ATC may subject the
Permittee to an enforcement action by the Division of Water Resources in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
Please notify Corey Basinger of the Division's Mooresville Regional Office (MRO) by telephone 704-
663-1699 at least three (3) working days in advance of operating the treatment -system so that he may
determine the need for final inspection requirements. Please contact MRO during the normal office
hours from 8:00 a.m. until 5:00 p.m. Monday through Friday, excluding State Holidays.
NPDES Permit Contact. If you have questions concerning the requirements of this permit, please
contact the MRO or Derek Denard of the NPDES Unit, Raleigh at 919-807-6307.

If any parts, measurement frequencies or sampling requirements contained in this general permit are
unacceptable, you have the right to request an individual permit by submitting an individual NPDES
permit application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Resources or
any other Federal, State, or Local governmental permits that may be required.
Linda Culpepper, Interim Dir etQr
Division of Water Resources, NCDEQ
hc: NPDES General Permit Files
MRO Files/ Attn: Corey Basinger
ec: Charles B. Hoffman, PG, MID -ATLANTIC ASSOCIATES, INC. [[e-mail]]
Bryan M. Witt, Speedway LLC [[e-mail]]
DWR/MRO, Edward Watson [[e-mail]]; Andrew Pitner [[e-mail]]
DWM/UST/MRO, Brad Newton [[e-mail]]

[This page intentionally left blank]

l
1
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
CERTIFICATE OF COVERAGE - NCG510547
Under GENERAL PERMIT NCG550000
TO DISCHARGE REMEDIATED GROUNDWATER AND SIMILAR WASTEWATERS CONTAMINATED
WITH PEi'itOLEUM PRODUCTS
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions 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,
Speedway LLC
is hereby authorized to install and operate wastewater treatment facilities consisting of groundwater
recovery wells, oil/water separator, air stripper, carbon adsorption, bag filters, appurtenant pumps, piping
and sample ports, and discharge outfall, for the treatment of contaminated groundwater at facilities
located at the
Speedway 7971 (former WilcoHess 351)
1343 Rock Barn Rd NE, Conover 28613-7565
Catawba County
to receiving waters designated as the unnamed tributary (UT) to Mahaffie Branch [stream segment
11-76-2], a waterbody currently classified C within Subbasin 03-08-32 [HUC: 030501011102] of
the Catawba 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 NCG510000, as attached.
This certificate of coverage shall become effective January 2, 2018.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this clay January 2, 2018.
a Culpepper, Interim Direc
ivision of Water Resources
By Authority of the Environmental Management Commission

Mahaffie Branch
[flows northeast]
Approximate
Facility Boundary
Speedway LLC
Speedway 7971 (former WilcoHess 351)
1343 Rock Barn Rd NE, Conover 28613-7565
Stream Segment: 11-76-2
Drainage Basin: Catawba
Latitude: 35°43' 18"N
State Grid/USGS Ouad: EI4NW / Newton, NC
Receiving Stream: UT Mahaffie Branch
Stream Class: C
Su b-Basin:
I.oneitudc:
DUO
03-08-32
-81 ° 11'25"W
030501011102
Lyle Creek
[flows east]
Outfall 001 It
[flows north] D
Rock Barn Rd
•+PM:,•..■■fir.
Faci l it o��►o, ► ir saVAI 4??w
Location � ��
1:15,000,000 VA?
General Permit COC NCG510547
Catawba County

GENERAL PERMITS - NEW
NCG 50, �I, 52, 53, 55, 57, 59
Permit No.
CHECK LIST - FOLDER INSERT
/
Facility fpe.61 way L, `' ��C Gt/�% �� `
o l
G G- -10.917
Gv� lc rl 1.Ti)
Folder Left Side [stapled]:
i2tr- his Check List
BIMS Tracking Slip
NPDES Permit Writer:
Folder Right Side: (in chronological order — newest to oldest)
over Letter
C/ATC Permit
cility Map
rmit Writer's Notes
egion Staff Report /Email
fvY/Permit Application
�nQCknowledgement Letter
911k mittee Responses
DWR
Division of Water Resources
DEREK DENARD
(add new policy text)
(order: cover, ATC facility description, Map)
(E-Map: include facility Outfall and location references)
(chronology, strategy, APP Review)
(description of proposed treatment system )
(New Permit; fee $100/$60 plans and specs from Engineer)
(NPDES Unit written response to Application)
(AD -INFO request, if any)
Note: Italics indicate "not always required or applicable."
U ted BIMS Events [Drafting Initiated] Date /1"5-4-7 Created Outfall in BIMS Date I (I�
ioic EAA Review Date Add InfoRequest
Mail Receipt < Due / f 6 d eques p
kA5"ativings (PDF) from Contractor: Request Date � Received Date
Water Supply (WS) Review: Yes N/A t/ by Date
Proof Read for Peer Review l 2/5111 Proof Read for Final to Jolm
p4eer Review: Submitted to An' ' (or other) Date ) 2/sli 1 App/NOI Date / 2/Sf /7
G
Lk/, Peer Review completed by �Date lab %
raft [Mailed / to Regio al Staff%Contractor/Applicant / 1// 67/ 7 Date
VI Regional Review Received [email or Staff Report] / Completed by f t ( IAA,, S . 1--1
�/ F AL to John for signature date I2/tey J pp
g [date] % �] Letter Dated � �: i b FINAL returned Date:
/.� F AL w/ signatures[scanned to PDF]FINALS to Server[General Permits Folder]Date ____NIZE__L
g
Dr FINAL ( Updated BIMS OutfalVEvents Date q % 75
p � l
C4' Emailed FINAL PDFs Date (/ cf // to [County Health, Applicant, Contractor, other] according to letter footer
PDF Recipients it Q. Ci
Date 1 f �')1 i -)
c
Version 130ct2017

State of North Carolina
Division of Water Resources
Water Quality Regional Operations Section
Environmental Staff Report
Quality
To: ® NPDES Unit El Non -Discharge Unit Application No.: NGC510547
Attn: (Derek Denard) Facility name: Speedway 7971
County: Catawba
From: (Edward Watson)
Mooresville Regional Office
Note: This form has been adapted from the non -discharge facility staff report to document the review of both non -
discharge and NPDES permit applications and/or renewals. Please complete all sections as they are applicable.
I. GENERAL AND SITE VISIT INFORMATION
1. Was a site visit conducted? ® Yes or ❑ No
a. Date of site visit: 11/29/2017
b. Site visit conducted by: Edward Watson
c. Inspection report attached? ❑ Yes or ® No
d. Person contacted: Chuck Hoffman, P.G. and their contact information: (919) 250 — 9918 ext.
e. Driving directions: From MRO office, travel West on HWY 150 —11 mile to Old Mtn. Rd. Turn Left onto Old
Mtn. Rd. and travel — 7.5 miles to I-40 and merge onto I-40 West. Take exit 133 (Rock Barn Rd.). Address
1343 Rock Barn Rd. Conover, NC.
2. Discharge Point(s):1
Latitude: 35.720993 Longitude: 81.720993
Latitude: Longitude:
3. Receiving stream or affected surface waters: UT to Lyle Creek
Classification: C
River Basin and Sub -basin No.03-08-32
Describe receiving stream features and pertinent downstream uses: Catawba River Basin
II. PROPOSED FACILITIES: NEW APPLICATIONS
1. Facility Classification: Minor (Please attach completed rating sheet to be attached to issued permit)
Proposed flow: 1,296 GPD
Current permitted flow: New Permit
2. Are the new treatment facilities adequate for the type of waste and disposal system? ® Yes or ❑ No
If no, explain:
3. Are site conditions (soils, depth to water table, etc.) consistent with the submitted reports? ❑ Yes ❑ No ❑ N/A
If no, please explain: Soil conditions were not examined as no open trenches were present to be able to observe
onsite soil conditions. The observed surface soils appeared to be Saprolitic clays.
4. Do the plans and site map represent the actual site (property lines, wells, etc.)? ® Yes ❑ No ❑ N/A
If no, please explain:
FORM: WQROSSR 04-14 Page 1 of 3

t
5. Is the proposed or existing groundwater monitoring program adequate? ® Yes ❑ No ❑ N/A
If no, explain and recommend any changes to the groundwater monitoring program:
6. Possible toxic impacts to surface waters: Chronic toxicity testing will be in place to monitor breakthrough of
Hydrocarbons being treated by the on -site system.
7. Pretreatment Program (POTWs only): N/A
1. Are the monitoring well coordinates correct in BIMS? ❑ Yes ® No ❑ N/A
If no, please complete the following (expand table if necessary):
a r
Monitoring Well
y
Latitude
Longitude
RW-1
35°
72'
"
-81°
'
"
RW-2
35°
72'
"
-81°
'
"
RW-3
35°
72►
►►
-81°
►
►►
RW-4
35°
72'
"
-81°
►
►►
RW-5
35°
72'
"
-81°
'
"
RW-6
35°
72'
"
-81° '
"
RW-7
35°
72'
"
-81°
'
"
2. Has a review of all self -monitoring data been conducted (e.g., DMR, NDMR, NDAR, GW)? ❑ Yes or 0 No
Please summarize any findings resulting from this review:
Provide input to help the permit writer evaluate any requests for reduced monitoring, if applicable.
3. Check all that apply:
® No compliance issues ❑ Current enforcement action(s) 0 Currently under JOC
❑ Notice(s) of violation ❑ Currently under SOC ❑ Currently under moratorium
Please explain and attach any documents that may help clarify answer/comments (i.e., NOV, NOD, etc.)
If the facility has had compliance problems during the permit cycle, please explain the status. Has the RO been
working with the Permittee? Is a solution underway or in place?
Have all compliance dates/conditions in the existing permit been satisfied? 0 Yes 0 No ® N/A
If no, please explain: New permit application
4. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit?
❑ Yes ®No❑N/A
If yes, please explain:
5. Possible toxic impacts to surface waters: Gasoline and Diesel contaminants if breakthrough were to occur.
6. Pretreatment Program (POTWs only):N/A
FORM: WQROSSR 04-14 Page 2 of 3

C
REGIONAL OFFICE RECOMMENDATIONS
1. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes or ® No
If yes, please explain:
2. List any items that you would like the NPDES Unit or Non -Discharge Unit Central Office to obtain through an
additional information request:
Item
Reason
1
Information on the connection from the discharge line of the treatment system
to the UT — there are multiple options for routing the discharge line to the
outfall and the permittee needs to decide the route and let us know.
3. List specific special conditions or compliance schedules recommended to be included in the permit when issued:
Condition
Reason
1
Aquatic toxicity needs to be added to the permit.
2
Sampling schedule needs to be corrected to include A.(2) as diesel is part of the
groundwater plume.
4. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office
❑ Hold, pending review of draft permit by regional office
® Issue upon receipt of needed additional information
❑ Issue
O Deny (Please state reasons: )
5. Signature of report preparer: Edward Watson. Hydrogeologist 11/30/2017
6. Signature of regional supervisor: r���L�re.w`' f-t Paluir
Date: 11.30.17
ADDITIONAL REGIONAL STAFF REVIEW ITEMS
The first waste stream will treat for Gasoline VOCs. The second waste stream is a Diesel spill.
Six on site recovery wells will be used to treat the gasoline waste stream and seven RWs will be used to treat the Diesel Waste stream.
This treatment system will operate in an altercating treatment cycle to treat the separate waste streams.
There is free product present at this facility and the system is designed with an oil and water separator and storage tank for collection
of the captured free product.
There is an existing NPDES storm water permit in place at this facility and there is a separate on -site oil and water separator for the
storm water permit.
The outfall for the discharge of the treated effluent has yet to be determined due to logistical issues with the most economically
feasible method to install the discharge to the near site UT.
The receiving stream has been positively identified as Lyle Creek.
FORM: WQROSSR 04-14 Page 3 of 3

LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Speedway LLC
Fictitious Name, If any, used in North Carolina: Speedway (North Carolina) LLC
SECRETARY OF STATE ID NUMBER: Q441056 STATE OF FORMATION: DE
REPORT FOR THE YEAR: 2016
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation System
Fiiing Office Use Only
E-Filed Annual Report
0441056
CA201708900915
3/30/2017 10:38
Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
160 Mine Lake Ct Ste 200
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: To own and operate retail gasoline stations and convenience stores.
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
500 Speedway Dr. 500 Speedway Dr.
Enon, OH 45323-1056 Enon, OH 45323-1056
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: MPC Investment LLC NAME: NAME:
TITLE: Member
ADDRESS:
500 Speedway Dr.
Enon, OH 45323
TITLE: TITLE:
ADDRESS: ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
MPC Investment LLC, by C S Winebar - Assistant Secr 3/30/2017
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of this form.
MPC Investment LLC, by C S Winebar - Assistant Secr Member
Print or Type Name of Company Official
Print or Type The Title of the Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division. Post Office Box 29525, Raleigh. NC 27626-0525

North Carolina Protective
These criteria may be based on limited
Values for Surface Waters
toxicological information and are offered as guidelines only. Contact DWR staff for further
information.
Freshwater
Fresh & Salt
Saltwater
Class B
Class WS
(1 - V)
All waters
(Gass C)
All waters (Gass C &
SC)
All waters (Class
SC)
Class SB
Class SA
Supplemental Classifications
Pollutant or Parameter
CAS a
Primary
a
Recreation
Water
s
Supply
Aquatic Life' &
Secondary
a
Recreation
Fish Consumption 3
Aquatic Life' &
Secondary
n
Recreation
Primary
a
Recreation
Shellfish'
Trout'
Swamp
s
WatersEndpoint
High
Quality
Waters'
Synonyms & Other
Information
Cancer
w
(FC & WS)
Reference Source (See
supportinginfo tab)
All values reported as ug/L unless labeled otherwise.
Isopropyl Benzene
98-82-8
2700
250
11000
8000
Cumene, Cumol
No
IRIS & ECOTOX 8/10
Isopropyl Ether
108-20-3
20000
330000
2,2'-Oxybispropane
NA
ECOTOX 8/10
n-Propyl Benzene
103-65-1
1500
80
2700
4600
No
ECOTOX & RAIS 9/15
See the Supporting Info tab for information on all footnotes, notes, and abbreviations

EPA Nationally Recommended
Below are all Nationally Recommended
Water Quality Criteria
Water Quality Criteria for which NC does not
for Aquatic Life & Iuman Health
have a Water Quality Standard for one or more uses
Freshwater
Fresh & Salt
Saltwater
Class WS
(I -V)
Class C
Class C & SC
Class SC
Pollutant or Parameter
CAS #
Water
Supply6
(WS)
Aquatic life'
Fish
Consumption
(FC)
Aquatic Life'
Synonyms & Other
Information
Cancer
Endpointin
(Fc& ws)
Most Recent EPA
Criterion
Publication Year
Is there an
NC Aquatic
Life
Standard?
Is there an
NC FC or WS
Standard?
Is the EPA Criterion being reviewed for
adoption as a NC Standard?
All values reported as ug/L unless labeled otherwise.
Chloroform
67-66-3
60
2000
2015
No
No
Reviewing 2015 Criterion for FC & WS
The Nationally Recommended Water Quality Criteria values presented in this table are based on the values reported on EPA's Nationally Recommended Water Quality Criteria
website as of 7/22/2016.
See the Supporting Info tab for information on all footnotes, notes, and abbreviations

MiNNI
peedway
September 8, 2017
Mr. Charles Weaver
North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Speedway LLC
Speedway Office
P.O. Box 1500
Springfield, OH 45501
Telephone [phone]
RECEIVEDINCDEQIDWR
SEP 12 2017
Water Quality
Permitting Section
Subject: APPLICATION FOR COVERAGE UNDER GENERAL PERMIT NCG510000
GROUNDWATER REMEDIATION SYSTEM DISCHARGE
SPEEDWAY 7971 (FORMER WILCOHESS 351)
1343 ROCK BARN ROAD
CONOVER, CATAWABA COUNTY, NORTH CAROLINA
MID -ATLANTIC JOB NO. 000R1915.53
Dear Mr. Weaver:
Speedway LLC is pleased to submit the enclosed Application for Coverage under
General Permit NCG510000 for the discharge of treated groundwater from a Dual -Phase
Extraction (DPE) Mobile Treatment Unit (MTU) at the Speedway 7971 located at 1343
Rock Barn Road NE in Conover, North Carolina. If you have any questions, please feel
free to contact me at [phone] or Chuck Hoffman with Mid -Atlantic at (919) 250-
9918.
Sincerely,
SPEEDWAY LLC
Bryan M. Witt
Environmental Representative
Enclosure: Application for Coverage under General Permit NCG510000
Attachment A — Site Maps
Attachment B — Narrative Description and Final Plans/Specifications
Attachment C — Analytical Monitoring Data
Attachment D — Alternatives to Direct Discharge Analysis
Attachment E — Receiving Stream Flow Data
An Equal Opportunity Employer

INN
.n
AVA
NCDENR
Division of Water Resources
National Pollutant Discharge Elimination System (NPDES)
Application for Coverage Under General Permit
NCG510000
Authorization to Construct groundwater remediation projects designed
to treat petroleum -contaminated groundwater.
NOTICE OF INTENT
[Required by I5A NCAC 02H .0127(d)]; [term definition see I5A NCAC 0 211 .ii 1 ii ;( 19 l]
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
9s711
094
la
Certificate of Coverage
N C G
5
1 015
y q
Check #
Amount
t `
ii a._2
Assigned To:
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
RECEIVED/NCDEQ/DWR
SEP 12 2017
Company Name Speedway LLC
Company Contact Mr. Bryan M Witt
Street Address 500 Speedway Drive
City Enon State OH ZIP 45323 - 1056
Telephone # [phone] Fax
Cell/Mobile # [phone] Email bnnvitt a-speedway.com
2) Location of facility producing discharge:
Facility Name Speedway 7971 (former WilcoHess 351)
JW
Facility Contact Ms. Gail Perkins
Street Address 1343 Rock Barn Road NE
1.1
City Conover State NC ZIP 28613 - 7565
County Catawba
Telephone [phone] Fax
Water Quality
Permitting Section
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and distance and
direction from a roadway intersection).
Heading east on 1-40, take exit 133 for Rock Barn Road and turn right off the ramp onto Rock Barn
Road NE; facility will be on the right (intersection of Rock Barn Road NE and 1-40)
(A copy of a county map or USGS quad sheet with facility clearly located on the ntap is required to be submitted with
this application.)
Page 1 of 5 Revised 9/1/13

NCG510000 New Application
IMO
4) This NPDES permit application applies to which of the following:
® New [term definition see 15A NCAC 0211 .oIu3l I6tl or Proposed
., Does the facility have an approved CAP?
® Yes — Date approved: 8/11/2016
❑ No — Please contact the Regional Office Groundwater Section to determine the status of CAP approval
and/or authorization to proceed if immediate remediation is recommended.
Regional Office contact person: Brad Newton, Mooresville Regional Office (704-663-1699)
Site Ranking (A - E): H-201-D GW incident #: 36396
❑ Modification
Please describe the modification:
❑ Renewal
Please specify existing permit number and original issue date: (1 i c I: I c rc to en to r u J a t e .
N MI
5) Does this facility have any other NPDES permits [term definition see 15A NCAC 02H .0103(15)]?
Yes - List the permit numbers for all current NPDES permits for this facility: NCG080428
❑ No
6) Description of discharge: [Required by 1 5A NCAC 021-1 .0105(c)(1 )]
a) Is the discharge directly to the receiving water? ® Yes ❑ No - If no, submit a site map with the pathway to t
potential receiving waters clearly marked.
b) Number of discharge points (ditches, pipes, etc. that convey wastewater from the property): 1
c) Volume of discharge per each discharge point (in GPD): 1,296
7) Discharge frequency: [Required by 1 5A NCAC 02H .0105(c)( I )]
— ' The discharge is: ❑ Continuous
® Intermittent - Describe when the discharge will occur:
The DPE Mobile Treatment Unit (MTU) is trailer -mounted and has been designed to alternate on a
rotating schedule between this site and the Speedway 7976 facility located in Troutman, NC. The
anticipated schedule of operation will be 6 months on -site and 3 months off -site, with adjustments as
needed (if applicable)
b) What is the source(s) of contamination (i.e. gasoline, diesel, solvents, etc.)?: Gasoline and diesel fuel
General permits may be obtained for gasoline and/or heavy fuel contamination. An individual permit application must
be submitted for sites contaminated with other constituents such as solvents and pesticides.
c) Is free product present?
® Yes - Product storage tank and an oil/water separator are required. Free product is defined as any
measurable accumulation of 1/8" or more in a well or floating on surface water.
❑ No
Page 2 of 5 Revised 9/1/13

NC6510000 NOV Application
OEM
NMI
IMP
8) Treatment system components: [Required by I5A NCAC 02H .0105(c)(3)]
Please note: Final design specifications for the actual system that will he installed must he incluuded in this section.
Do not submit this application if only bid specifications are known.
Check all of the following that apply:
® Oil/Water Separator ® Air Stripper
❑ Other:
Carbon Adsorption ® Filters
a) If an Oil/Water separator is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM): 20
ii) Volume of unit (gal): 155
iii) Detention time (min): 7.75
iv) Free product disposal method: Gravity drain to external 500-gallon AST
b) [fan air stripper is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM): 50
ii) Air provided for stripping (in CFM): 400
iii) Air to Water ratio: 8:1
iv) Number of trays (if applicable): 4
(Removal efficiencies for all chemicals of concern should be included in this submittal. Efficiencies should
be expressed as a percentage, i.e. 98% or 0.98)
99.9%, Attachment B
c) If carbon adsorption is present, please provide the following information:
i) Rated flow capacity of the unit(s) (in GPM): 40
ii) Number of carbon units and arrangement if number exceeds one (Le., in parallel or in series): 2 (series)
iii) Pounds of carbon in each unit: 200
iv) Specify carbon breakthrough time: 84 months
(The method used to calculate breakthrough time must included in the submittal.)
d) If filters are used, please provide the following information:
i) Rated flow capacity of each unit(s) (in GPM): 100
ii) Arrangement of particulate filters within the system: ❑ Parallel ® Series
Attachment B
e) Solids disposal method: N/A
0 If other components to be included, please specify: N/A
9) Receiving waters: [Required by 15A NCAC 02H .0I05(c)( I)]
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility wastewater
discharges into? If the wastewater discharge is to a separate storm sewer system (4S), name the operator of the 4S
(e.g. City of Raleigh). UT to Lvle Creek
b) Stream Classification (i.e. WS-IV, C, SA, etc): C
10) Alternatives to direct discharge:
[Evaluation required by G.S. § 143-215.l(b)(5)(a) and 15A NCAC 02H .0105(c)(2)]
Address the feasibility of implementing each of the following non -discharge alternatives:
a) Connection to a Municipal or Regional Sewer Collection System
b) Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.)
c) Spray irrigation
Page 3 of 5 Revised 9/1/13

NCG510000 New Application
Attachment A
Attachment A
Not Applicable
FNot Applicable
Attachment B7
Attachment B
Attachment A
Attachment C
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 confirmation 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 "Engineering Ai/mu/rives
Analysis (EAA) Guidance Document".
Attachment D
Additional Application Requirements:
For new or proposed discharges, the following information must be included in triplicate with this application or it will be
returned as incomplete; per 15A NCAC 02H .0105(c).
a) 7.5 minute series USGS topographic map (or a photocopied portion thereof) with discharge location clearly indicated.
b) A site map clearly tracing the pathway of the discharged water from the site to its discharge point, if the discharge is
not directly to a stream.
c) If the discharge will cross or empty into any easements, right-of-ways, or other public/private property, i.e. DOT,
utilities, ditches, etc., before entering the permitted discharge stream, proof that approval was received from the
appropriate landowners and/or agencies must be provided prior to issuance of the permit.
d) If this application is being submitted by a consulting engineer (or engineering firm), include documentation from the
applicant showing that the engineer (or firm) submitting the application has been designated an authorized
representative of the applicant; per I5A NCAC 02H .0138(b)(I ).
e) Final plans for the treatment system (if application is for a new or modified permit). The plans must be signed and
sealed by a North Carolina registered Professional Engineer and stamped -"Final Design -Not released for
construction;" per 15A NCAC 02H .0139.
0 Final specifications for all major treatment components (if application is for a new or modified permit). 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, per 15A NCAC 02H .0139.
g) Site map identifying the location of the monitoring wells, the recovery wells, and the treatment system unit.
h) 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, Phenol, MTBE, and 1,2-Dichlorethane.
Page 4 of 5 Revised 9/1/13

NC(;510000 Now Application
CERTIFICATION
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 of Person Signing: Bryan M. Witt
Title: Speedway Environmental Representative
(Please review 1 5A NCAC 02H .0106 e r authorized signing officials)
(Signature of Ap Iicant)
North Carolina General Statute 4 143-215.6B provides that:
Sentember 7, 2017
(Dale Signed)
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 this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or
who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to
be operated or maintained under this Article or rules of the Commission implementing this Article, shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). 18 41.S.C, Section 1001
provides a punishment by a fine or imprisonment not more than 5 years, or both, for a similar offense.
Imn
fig
This application must be accompanied by a check or money order for $100.00 'per G.S. $ 143-215.340[11M
made payable to:
NCDENR
• • • • •
Mail this application and one copy of the entire package (with check) to:
NC DENR / DWR / Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Final Checklist
This application will be returned as incomplete, as allowed by 15A NCAC 021.1 .0107(b), unless all of the
following items have been included:
❑ Complete application with all supporting documents (plus one copy of entire package)
❑ Check or money order for $100.00, payable to NCDENR
�+ ❑ 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
❑ 3 sets of plans and specifications signed and sealed by a North Carolina P.E. (if new or modified permit)
❑ Thorough responses to items 1-11 on this application
❑ Alternatives analysis including present value of costs for all alternatives
,, Note: The submission of this document does not guarantee the issuance of an NPDES permit.
Page 5 of 5 Revised 9/1/13

�o..�aP till
.� 01
• , 1
i
\\ AREA SHOWN WITHIN;
7------ CATAWBA COUNTY
Point
Di>ch,u n
CONTOUR INTERVAL = 20 FEET
REFERENCES:
1. NEWTON, NC DIGITAL RASTER GRAPHIC FILE, US GEOLOGICAL SURVEY.
SCANNED FROM 1:24,000-SCALE USGS TOPOGRAPHIC MAP: NEWTON, NC,
1993.
2 INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS,
BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C.
3. SUBJECT SITE PROPERTY BOUNDARY DATA FROM CATAWBA COUNTY GIS.
SCALE: 1:12,000
Feet
0 500 1,000 2,000
SEr.g nccrmg d E ,.., 1 , . ,.d c_..:t ,,,
Mid Atlantic
TOPOGRAPHIC SITE MAP
SPEEDWAY #7971
(FORMER WILCOHESS #351)
CONOVER, NORTH CAROLINA
DRAWN
BY:
DATE:
AUGUST 2017
DRAFT
CHECK: gdk
JOB NO:
000R1915.49A
ENG.
CHECK: "
GIS NO:
02G-R1915.35-1
APPROVAL: e,
DWG NO: 1.1

CATAWBA Geospatial
Information Services
Real Estate Search
INN
W 4— e
Parcel: 375213042584, 1343 ROCK BARN RD NE CONOVER, 28613
Owners: PFJ SOUTHEAST LLC,
Owner Address: PO BOX 54650
Values - Building(s): $1,292,900, Land: $630,800, Total: $1,923,700
1 in=150ft
This map/report product was prepared from the Catawba County, NC Geospatial Information Services. Catawba County has made substantial efforts
to ensure the accuracy of location and labeling information contained on this map or data on this report. Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user. The County of Catawba, its employees, agents, and
personnel, disclaim, and shall not be held liable for any and all damages, loss or liability, whether direct, indirect or consequential which arises or may
arise from this map/report product or the use thereof by any person or entity.
Copyright 2014 Catawba County NC
08/30/2017

IMP
imil
1111
MidAtlantic
Engineering & Environmental Solutions
Dual -Phase Extraction System
Narrative Description
409 Rogers View Court
Raleigh. NC 27610
office 919.250.9918
facsimile 919.250.9950
MAAONLINE.COM
Groundwater and free -phase petroleum hydrocarbons will be recovered from each of the
extraction wells using a liquid ring pump and associated piping/trench lines, prior to being
separated via the process discussed below:
• Extracted groundwater and free -phase petroleum hydrocarbons will be recovered
from the extraction wells and transferred into a phase -separator tank. Pilot studies
have indicated that groundwater recovery will produce up to 0.9 gallons per minute;
• Groundwater/free product will be transferred from the phase -separator tank to an oil -
water separator system via a transfer pump rated at 10 gallons per minute. The
system will shut down in the event the high -high level float switch located inside the
phase separator is activated;
• Recovered free product from the oil -water separator system will be gravity -fed to an
external product tank, which will be monitored and pumped out on an as -needed
basis by a certified disposal contractor, prior to transportation off -site for disposal.
The external product tank will be equipped with a high -high level float switch to shut
the system down in the event recovery exceeds the allowable capacity of the tank;
• Groundwater from the oil -water separator system will be pumped to an air stripper
via a transfer pump rated at 20 gallons per minute. The system will shut down in the
event the high -high level float switch located inside the oil -water separator system is
activated;
• Recovered groundwater will then be pumped from the air stripper through granular
active carbon vessels with a transfer pump rated at 20 gallons per minute. The
system will shut down in the event the high -high level float switch located inside the
air stripper is activated;
• The air stripper will also be equipped with a pressure monitor. In the event of low
pressure conditions are identified (indicating blower failure), the system will be shut
down; and
• Groundwater treated using the methods described above will be directed through a
flow meter and ultimately discharged to the on -site storm sewer, which will ultimately
discharge to an Unnamed Tributary to Lyle Creek. The system is designed to run
continuously with telemetry notification in the event that the high -high level or
pressure alarms are tripped and the system is shut down.
The DPE Mobile Trailer Unit (MTU) Layout and Process & Instrumentation Diagram are
attached to illustrate the system operation as detailed above, along with det. - i • ment
specifications for reference. ,,'� ti C./w ,,
'9-

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Calculation of Carbon Breakthrough Time
Carbon Uusage
Pumping Rate (gpm) 0.9 (anticipated flow rate) Pumping Rate (pgd) 1296
amout addorbate per unit weight of carbon
1/n K CO* CO* Ce** F** (x/m)CO (x/m)Ce CUR CUR CUR CUR
ug/I mg/L ug/I mg/L L/d mg/g mg/g g/d Ib/d Ib/1000 L lb/1000 Gal
O 0 4906
O 0 4906
O 0 4906 -
Xylene 0.19 85 19.09 0.01909 1 0.001 4906 40.06563702 22.87804583 2.216499254 0.0049 0.000993968 0.00376258
Toluene 0.44 26.1 1.9 0.0019 1 0.001 4906 1.656883953 1.249224541 2.666560812 0.0059 0.001195794 0.00452657
Ethyl 0.79 53 2.57 0.00257 1 0.001 4906 0.47656598 0.226087145 16.17251974 0.0356 0.007252412 0.02745335
Benzene 0.5333 50.1 19.7 0.0197 1 0.001 4906 6.169877825 1.258744906 14.87873871 0.0327 0.006672228 0.02525712
r
Total 36 0.079
Carbon Amount per Vessel (lb): 200
11 of Carbon Vessels: 1
Changeout (d) 2530
Months 84.328941

May 5th, 2017
PRODUCT RECOVERY MANAGEMENT
Mr. Jimmy Clark
Mr. Mike Fox
Town of Conover, North Carolina
PO Box 549
Conover, NC 28613
RE: Speedway Remediation site
Mr. Fox.
Thank you for discussing the Speedway project with me a few days ago which is administered
by Mid -Atlantic Environmental and the NCDEQ for approvals. PRM was contracted by
Speedway to manufacture the remediation system for the cleanup. We have been in this
business for 28 years now and this is our primary business. PRM is a UL shop and we
manufacture remediation systems using the latest in safety requirements. PRMs UL
certifications is not only controls but also for full packages. Safety is always of utmost concern
in what we do.
My client Speedway and Mid -Atlantic have asked me to explore options for the discharge
requirements of this site and they have asked our professional opinion of installing additional
downstream vapor monitoring. We have advised them that our recommendation is that effluent
vapor monitoring is very atypical and we have never had a request to do so after a system with
such robust and effective treatment.
This system uses dual phase extraction which will remove 100% of all free vapor from the
influent stream. Residual free NAPL can exist in the oil water separator. No residual NAPL can
exist in the Air Stripper which effectively removes >99.9% of all solubilized compounds which
become extremely diluted vaporized materials where the exhaust of the air stripper will typically
see vapor concentrations in the ppb range on the effluent. At this point, water is left with only
potential for very low ppb range (not ppm range) materials in the water. At this point, Carbon
Absorption reduces ppb range materials to absolute zero. Carbon beds are in series and are
monitored monthly for breach between vessel 1 and vessel 2.
My request is to reconsider your request for effluent vapor monitoring as we feel the level of
protection and safeties is extreme and the potential for effluent vapors does not exist. In the
event the client cannot forgo the requirements, they have advised me that they will pursue

alternative methods of water disposal. I hate to see not efficient measures taken so we request
you guys to accommodate our customers needs if possible.
Thank you for consideration.
Mel Phillips
President
Product Recovery Management, Inc.
Cc: ChuckHoffman, Mid -Atlantic
!1

'74 Chuck Hoffman
From: Weaver, John <[e-mail]>
moo Sent: Thursday, June 29, 2017 10:00 PM
To: Chuck Hoffman
Cc: Jeanne Robbins; John C Weaver
Subject: Response from USGS concerning...Re: Clarification of location for low -flow request
Mr. Hoffman,
In response to your inquiry about the low -flow characteristics (7Q10, 30Q2, average annual discharge) for a location on an unnamed tributary
to Lyle Creek near Conover in Catawba County, the following information is provided:
A check of the low -flow files here at the USGS South Atlantic Water Science Center (Raleigh office) does not indicate a previous low -flow
''R determination for the specific point of interest as identified by the lat/long coordinates (35d 43m 18s N // 81d 11 m 27s W) you provided via
phone conversation on June 26, 2017. No USGS discharge records are likewise known to exist for the point of interest.
In the absence of site -specific discharge records sufficient for a low -flow analysis, estimates of low -flow characteristics at ungaged locations
are determined by assessing a range in the low -flow yields (expressed as flow per square mile drainage area, of cfsm) at nearby sites where
such estimates have previously been determined.
Fcci A basin delineation completed using the online USGS StreamStats application for North Carolina
(http://water.usgs.gov/osw/streamstats/north carolina.html) indicates the drainage area for the point of interest is approximately 0.04 sqmi.
For streams in Catawba County, low -flow characteristics published by the USGS are provided in the following reports:
r�1
(1) The first is a statewide report completed in the early 1990's. It is USGS Water -Supply Paper 2403, "Low -flow characteristics of streams
in North Carolina" (Giese and Mason, 1993). An online version of the report is available at http://pubs.usgs.gov/wsp/2403/report.pdf. The
report provides the low -flow characteristics (based on data through 1988) via regional relations and at -site values for sites with drainage
basins between 1 and 400 sqmi and not considered or known to be affected by regulation and/or diversions.
(2) The second is a statewide report published in March 2015. It is USGS Scientific Investigations Report 2015-5001, "Low -flow
characteristics and flow -duration statistics for selected USGS continuous -record streamgaging stations in North Carolina through 2012"
(Weaver, 2015). The report is available online at http://pubs.usgs.gov/sir/2015/5001/. The report provides updated low -flow characteristics
and flow -duration statistics for 266 active (as of 2012 water year) and discontinued streamgages across the state where a minimum
of 10 climatic years discharge records were available for flow analyses.
Inspection of the above reports indicates the presence of nine (9) nearby selected USGS partial -record sites (7) and continuous -record
streamgages (2) in general vicinity of the point of interest where low -flow characteristics were published. Among these 9 sites, the low -flow
discharge yields for the indicated flow statistics are as follows:
Annual 7Q10 discharge => from 0.03 to 0.47 cfsm (average about 0.26 cfsm)
Annual 30Q2 discharge => from 0.38 to 1.6 cfsm (average about 0.70 cfsm)
fam
Average annual discharge ==> from about 1 to 1.4 cfsm (average about 1.22 cfsm)
Application of the above range in yields to the drainage area (0.04 sqmi) for the point of interest results in the following estimated low -flow
1=+ discharges:
Annual 7Q10 discharge ==> from zero to about 0.02 cfs (average about 0.01 cfs, rounded to zero flow)
Annual 30Q2 discharge ==> from about 0.02 to 0.06 cfs (average about 0.03 cfs)
r=a
Average annual discharge ==> from about 0.04 to 0.06 cfs (average about 0.05 cfs)
Given the uncertainty that can exist with flow estimates at these low magnitudes (less than 0.05 cfs), it is reasonable to conclude the
estimated 7Q10 discharge is zero flow.
1

It would also not be unreasonable to consider the 30Q2 and average discharge to be estimated at or very close to zero flow. Visual inspection
of the topographical map for this location suggests the channel to be ephemeral, meaning that flows may possibly occur only following storm
cm
events and no flows during base -flow periods.
Please note the estimated flows are provided in units of cubic feet per second (cfs).
rs1
Please understand the information provided in this message is based on a preliminary assessment and considered provisional, subject to
revision pending further analyses.
'm Hope this information is helpful.
Thank you.
Curtis Weaver
rail 3. Curtis Weaver, Hydrologist, PE Email: icweaverrusas.aov
USGS South Atlantic Water Science Center Online: htta://www.usas.aov/water/southatlantic
North Carolina - South Carolina - Georgia
3916 Sunset Ridge Road
Raleigh, NC 27607
mi
Phone: [phone] // Fax: [phone]
ran

ruMig
ALTERNATIVES TO DIRECT DISCHARGE ANALYSIS
APPLICATION FOR COVERAGE UNDER GENERAL PERMIT NCG510000
The subject site is the Speedway 7971 (former WilcoHess 351) facility located at 1343 Rock
Barn Road in Conover, Catawba County, North Carolina. A mobile Dual -Phase Extraction
(DPE) system has been designed/constructed to address both the gasoline and diesel fuel
releases. The system effluent was intended for discharge to the City of Conover's Publicly -
Owned Treatment Works (POTW), as initially indicated and verbally approved by the
Industrial Pretreatment Coordinator for the POTW. However, following an extensive period
of negotiations with the Wastewater Treatment Plant Supervisor and the Public Works
Director, it became increasingly evident that the POTW would not make a determination or
issue a final permit to accept the discharge. Based on this information and an additi no al
alternatives analysis, it was determined that the most technologically feasible, cost effective
and viable option for discharge of the system effluent would be under an NPDES General
Permit for direct discharge to Lyle Creek, which runs along the northwest property boundary
of the site.
Please note that the site is also covered under an existing NPDES General Permit for
stormwater discharges (NCG080428). Stormwater runoff from the site is directed into a
series of storm drains, drop inlets and french drains (located along the perimeter of the
fueling canopy for the diesel fuel dispensers), which ultimately discharge off -site at one
of the facility's two designated outfall locations. The outfalls are located upgradient of Lyle
Creek. Lyle Creek is not listed on the North Carolina 303(d) list of impaired waters and is
not listed as a waterbody with an established Total Maximum Daily Load (TMDL).
The purpose of this alternatives analysis is to provide justification for discharging DPE
system effluent directly to surface water and demonstrate that direct discharge is the most
environmentally sound alternative selected from all reasonably cost-effective options. As
such, this analysis provides a general evaluation of the following potential wastewater
disposal alternatives:
• Connection to a municipal or regional sewer collection system;y
• Subsurface disposal (nitrification fields, infiltration galleries, injection wells); o
• Spray irrigation; and J;
• Direct discharge to surface waters. c
5
— These alternatives were evaluated in accordance with Item 10 on Page 3 of the Notice of JLJ
Intent Application for Coverage under General Permit NCG5100000.
Alternative A - Connection to a Municipal or Regional Sewer Collection System
Prior to the preparation of a New Technology Cleanup Plan (NTCP), verbal approval to
discharge treated groundwater from a mobile DPE system was granted by the City of
Conover's Industrial Pretreatment Coordinator, pending submittal and approval of an
Industrial User Wastewater Survey and Permit Application. However, following submittal
of the initial application (October 2016), continued/extensive negotiations with the City of
ezt

Conover, and submittal of numerous additional supporting documents and supplemental
data (as requested by the POTW), it was determined that the POTW would not accept
the discharge. The City of Conover issued the following statement on June 22, 2017:
"The City of Conover has determined the information given to us by your company
has not met our criteria to establish a permit at this time. Conover will not accept
gasoline residue. Further criteria and information must be established before a
permit may be issued that may include limits and guidelines for diesel residue, as
well for any other substances, including volatile or organic materials, can be
accepted into the City of Conover's receiving lines and the POTW"
A copy of the above correspondence is provided as an attachment for reference.
Alternative B — Subsurface Disposal
Boring Togs from previous site assessment and monitoring well installations at the site
were reviewed to help determine hydraulic loading to the groundwater for evaluation of a
subsurface disposal alternatives (including nitrification field, subsurface infiltration gallery
and injection wells). The boring logs indicate that the underlying soils primarily consist of
silty clays (CL) and silts/clayey silts_ (ML) per e ni ie of assi !cation System
(USCS). These soil types are typically associated with low infiltration capacities (tight
soils), which result irkextended surface pondinq of water and discredits the usg of
nitrification fields, infiltration galleries and/or injection wells as altern ves to direct
discharge Th refoleTsubsurface_d snot appear to beat chnic feasible
alternative. oil boring Togs and site maps are provided for reference in Attac ment B�
Alternative C — Spray Irrigation`c� �� ) —4fo,'
�. J 41,�vr�sisf ✓
Land application via spray irrigation is not consideredasible alternative at the site due
to the impervious surface area of the subject property (>90% paved/developed surfaces).
Spray irrigation is also not considered economically feasible when evaluating the potential
costs that would be associated with the purchase of an adjoining parcel, in addition to the
estimated costs for trenching and the associated equipment installation. Review of the
Catawba County GIS identified one possible undeveloped parcel of land adjacent to the
southwest of the subject property. The property (Parcel ID Number 3752-13-04-0227)
consists of approximately 2.990 acres located at 1301 Rock Barn Road NE. It is assumed
that current property owner would be willing to sell at or near appraised value. According
to Catawba County Tax records ant assessed value of the property is $17
Approximately 1,750 ft2 sphalt removal and replacement would also be required to
run th ching/piping the nt prope-rrty 350 linear feet X 5 feet i width),
' shown on the folio age.Gri�
*Please note that the following costs do not include capital costs and operational costs
for the DPE system, as these costs would be considered constants regardless of the
chosen method for fluid disposal (i.e. only costs for disposal after DPE construction and
groundwater treatment have been included in the evaluation below).

Estimated Construction Cost:
Land acquisition $ 180,000
Asphalt removal and disposal (1,750 ft2 @ $3.50/ft2) $ 6,125
Asphalt replacement (1,750 ft2 @ $2.00/ft2) $ 3,500
Spray irrigation system construction $ 35,000
Legal fee (15% of land acquisition) $ 27,000
Engineering fee (12.5% construction cost) $ 4,375
Total Construction Cost $ 256,000
Estimated Annual Recurring Cost:
Labor to monitor spray irrigation system ($1,000/month) $ 12,000
Repair fund ($500/month) $ 6,000
Non -Discharge Permit Fee ($1,000/year) $ 1,000
Total Annual Cost $ $19,000
Present value for 10 year period and EPA discount rate of 5.875%
PV = 256,000 + 19,000[{(1+0.05875)10-1}/{0.05875(1+0.05875)10}]
PV $396,000
*Please note that the above costs do not include capital costs and operational costs for
the DPE system, as these costs are constants and would not impact cost for discharge.
Alternative D — Direct Discharge to Surface Waters
Using this approach, treated groundwater will be discharged into the on -site storm sewer
system, which runs northwest along the curbing of the parking lot and ultimately
discharges to an unnamed tributary to Lyle Creek. Quarterly monitoring will be required
under NCG510000 to ensure the discharge is not exceeding the standards outlined in the
permit.
Estimated Annual Recurring Cost (initial and subsequent)
Quarterly sampling ($1,250 / quarter) $ 5,000
NPDES Permit Fee ($1,000/year) $ 1,000
Total Annual Cost $ 6,000
Present value for 10 year period and EPA discount rate of 5.875%
PV = 6,000 [{(1+0.05875)10-1}/{0.05875(1+0.05875)10}]
PV $44,000

- CITY OF CONOVER
1=1
PUBLIC WORKS DEPARTMENT
- N ^Y_'�' — �_�-«----�—"3. �_. — ..�Z1't^7"Y - .7 a..�L4.�.v. ._�..`..-:- — -^1Z3X'� .
P.O. BOX 549
CONOVER, NC 28613-0549
Charles B. Hoffman, PG
Project Geologist
MID -ATLANTIC ASSOCIATES, INC.
409 Rogers View Court I Raleigh, NC 27610
919-250-9918 1919-250-9950 (Facsimile) 1843-908-3889 (Mobile)
www.MAAONLINE.com I Outstanding Service Since 1993
Dear Sir,
Phone [phone]
The City of Conover has determined the information given to us by your company
has not met our criteria to establish a permit at this time. Conover will not accept
gasoline residue. Further criteria and information must be established before a
permit may be issued that may include limits and guidelines for diesel residue, as
well for any other substances, including volatile or organic materials, can be
accepted into the City of Conover's receiving lines and the POTW.
Thank You,
Evan Rubins
Conover Pretreatment
P.O. Box 549
Conover, NC 28613
[phone]

n
RR
SAMPLE
DEPTH.
(ft BLS}
4.0 - 5.0
8.0 - 10.0
SPT BLOW
COUNTS
5-6
5-6-4-4
OVA FIELD
SCREENING
RESULTS (ppm)
1.10
21.24
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
Minimal recovery, light brown sandy
silt with gravel; assumed to be pea
gravel backfill of UST bed
8.0 — 9.5, pea gravel backfill; 9.5 —
10.0, light orange, reddish -purple, and
black slightly micaceous clayey SILT
[ML]
13.0 — 15.0
7-20-20-23
441
Light brown, reddish -purple, and black
slightly micaceous clayey SILT [ML]
18.0 — 20.0
23.0 — 25.0
7-15-14-17
5-8-9-13
13,100
7,670
Light brown, tan, orange, and black
slightly micaceous clayey SILT [ML]
Tan, orange, and black slightly
micaceous clayey SILT [ML]
28.0 — 30.0
6-7-10-14
221
Reddish -orange, black, white and tan
micaceous clayey SILT [ML]
33.0 — 35.0
8-10-11-12
101
Light brown, reddish -orange, and black
slightly micaceous clayey SILT [ML]
38.0 — 40.0 .
43.0 — 45.0
•9-17-20-22
120
Same as 33.0 — 35.0, SILT [ML]
20-26-35-47
Not recorded
Same as 33.0 — 35.0, SILT [ML]
Boring terminated at 45.0 feet by technician
REMARKS: Boring advanced with hollow
stem augers. Type 11 Monitoring Well
installed upon boring completion. See
Well Construction Record for details
TEST BORING. LOG
BORING NUMBER: MW-1
DATE DRILLED: 3/27/08
PROJECT NUMBER: R1915.0B
PROJECT: WILCOHESS #351
PAGE 1OF1
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People

SAMPLE
SPT BLOW
COUNTS
OVA FIELD
. SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
DEPTH
(ft BLS)
i
r 4.0Reddish-brown
- 5.0
3-4
29.60
slightly micaceous
silty CLAY (CH)
8.0 - 10.0
3-7-10-14
8.21
Tan, white, and black micaceous
clayey SILT [ML]
i 13.0- - 15.0
6-9-11-14
7.37
Same as 8.0 - 10.0, SILT [MLJ
18.0 - 20.0
7-9-12-13
9.01
Light brown, pinkish -purple, and
white micaceous clayey SILT [ML]
23.0 - 25.0
7-6-11-15
6.74
Light brown and dark orange
micaceous clayey SILT [ML]
L
28.0 - 30.0
8-9-14-21
4.81
Same as 23.0 - 25.0, SILT [ML]
33.0 - 35.0
10-13-18-19
7.27
Same as 23.0 - 25.0, SILT [ML]
Boring terminated at 35.0 feet by technician
r
•
.
REMARKS: Boring advanced with hollow
stem augers. Type 11 Monitoring Well
installed upon boring completion. See
Well Construction Record for details.
. TEST BORING LOG
BORING NUMBER: MW-2
DATE DRILLED: 3/27/08
PROJECT NUMBER: R1915.0B
PROJECT: WILCOHESS #351
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC,
The Environmental Solutions People
r
n
rm

DEPTH (feet)
TVAReading
(PPm)
DESCRIPTION
0.0 — 4.0
4.0 — 8.0
7.01
Asphalt at land surface. Hand auger, no samples
collected
Reddish -brown silty CLAY [CH]
8.0 —12.0
141
Reddish -brown clayey SILT [ML]
12.0 —16.0
16.0 — 20.0
49.11
7.80
Light brown micaceous clayey SILT [ML]
Same as 12.0 —16.0
20.0 — 24.0
4.47
Light brown and reddish -brown and black
micaceous slightly clayey SILT [ML]
24.0 — 28.0
4.40
Same as 20.0 — 24.0
28.0- 32.0
4.22
Same as 20.0 — 24.0
Boring terminated at 32.0 feet
REMARKS: Soil samples collected
using direct -push technology (Geoprobe).
Well boring advanced using hollow stem
augers. Type II Monitoring Well
installed upon boring completion. See
Well Construction Record for details.
TEST BORING LOG.
BORING NUMBER: MW-3
DATE DRILLED: 3/28/08
PROJECT NUMBER: R1915.0B
PROJECT: WILCOHESS #351
PAGE 1 OF 1
MID ATLANTIC ASSOCIATES, INC.
Engineering and Environmental Solutions

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
' SCREENING
RESULTS (ppm)
0.0 - 4.0
-..
Concrete at land surface. Hand auger, no samples
collected
Reddish -brown silty CLAY [CH]
4.0 - 8.0
4.10
8.0 -12.0
2.65 •
Sarne as 4.0 - 8.0, CLAY [CH]
12.0 -16.0
2.98
Reddish -brown clayey SILT [ML]
16.0 - 20.0
34.89
Reddish -brown silty CLAY [CH]
20.0 - 24.0
3:50
Medium brown micaceous clayey SILT [ML]
24.0 - 28.0
3.11
Same as 20.0 - 24.0
28.0- 32.0
3.01
Same as 20.0 - 24.0
32.0 - 36.0
3.15
Same as 20.0 - 24.0
36.0 - 40.0 "
5.45
Same as 20.0 - 24.0
Boring terminated at 40.0 feet by technician
1
REMARKS: Soil samples collected
TEST BORING L.
using
direct -push -technology (Geoprobe). Well
boring advanced using hollow stem augers.
Type II Monitoring Well installed upon
boring completion. See Well Construction
Record for details.
BORING NUMBER: MW-4
DATE DRILLED: 3128/08
PROJECT NUMBER: R1915.0B
PROJECT: WILCOHESS #351
PAGE 1 OF 1
1
MID ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People
f

•
SAMPLE .
DEPTH .
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
:::�:: :• .
SOIL DESCRIPTIONS . .
IUSCS CLASSIFICATION]
0.0 - 4.0
1.69
Grass/landscaping at land surface. Hand auger
boring, red and orange damp clayey SILT [ML]
4.0 - 8.0
1.24
Reddish -orange and Tight brown micaceous clayey
SILT [ML]
•
• 8.0 -12.0
0.87
Same as 4.0 - 8.0, SILT [ML.]
12.0-16.0
1.91
Tan, light brown, and black micaceous slightly clayey
SILT[ML]
16.0 - 20.0
1.21
Same as 12.0 -16.0 SILT [ML]; saprolite
encountered at 18.0
20.0 - 24.0
3.23
Same as 18.0 - 20.0 SILT [ML]; saprolite with quartz
fragments
24.0 - 28.0
1.09
Same as 18.0 - 20.0 SILT [ML];
28.0 - 32.0 .
0.60
-
Same as 18.0 - 20.0 SILT [ML];
Boring terminated at 32.0 feet by technician
•
REMARKS: Soil samples collected using
direct -push technology (Geoprobe). Well
boring advanced using hollow stem augers.
Type II Monitoring Well installed upon
boring completion. See Well Construction
Record for details.
', :: TEST •.BORING LOG • . ..
.. ' 0' '''' '
BORING NUMBER: MW-5
DATE DRILLED: 5/2/08
PROJECT NUMBER: R1915.OB
PROJECT: WILCOHESS #351
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
' -
SOIL DESCRIPTIONS •
(USCS CLASSIFICATION] •
0 — 5
0-5' = 2.47
Reddish orange clayey S1LT IML].
5 — 10
5-10' = 2.56
Reddish orange slightly clayey micaceous SILT IML].
10-21
10-15' = 3.94
Reddish brown and tan slightly clayey micaceous S1LT
[MI.].15-21'=4.89
' 21-25
21-25' = 2.80
Tan, black and light brown slightly clayey micaceous SILT
IML].
25 — 35
25-30' = 4.24
Light brown, black & reddish pink slightly clayey micaceous
SILT [ML].
30-3 5' = 4.31
Boring terminated at 35 feet by technician
•
REMARKS: Soil samples 'collected using
direct -push technology prior to advancing
borehole with 8 in. outside diameter
hollow stem augers. Type it Monitoring
Well installed upon boring completion.
See Well Construction Record for details
TEST BORING LOG • -
BORING NUMBER: MW-6
DATE DRILLED: 8/11/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions- People
rm
r
r

SAMPLE
DEPTH •SCREENING
• (ft BLS)
OVA FIELD
RESULTS (ppm)
. SOIL DESCRIPTIONS .
- • [USCS CLASSIFICATION]
0 - 5.5
0 - 5.5' = 2.47
Light orange clayey SILT [CL].
ti 5.5 - 15
5.5.— 10' = 1.43
Light brown reddish brown and black slightly clayey
micaceous SILT [ML].
10-15 , = .89
15 - 20' = .47
Tan, light brown and black slightly clayey micaceous SILT
15—29
20 — 29' = 1.40
[MLA.
29 — 30
29 — 30' = 2.97
Tan, black and white micaceous silty CLAY [ML].
Boring terminated at 30 feet by technician.
Shelby tube soil sample collected from 30 to 32.5 feet BLS.
Sample collected from 29 to 30 feet BLS for grain size analysis.
•
' TEST BORING LOG ;
f
REMARKS: Soil samples collected using
BORING NUMBER: MW-7
direct -push technology prior to advancing
DATE DRILLED: 8/11/2008
borehole with 8 in. outside diameter
PROJECT NUMBER: R1915.01
hollow stem augers. Type IL Monitoring
PROJECT: WILCOHESS #351 CSA .
' Well installed upon boring completion.
PAGE 1 OF 1
See Well Construction Record for details
.• :. . ....:......::..::... .....: ,..: _ ..,....... ,.,........ -
: :'=. MID=ATLANTIC: ASSOCIATES !1NG: =:' -:-
'The Environmental Solutions:People`: ;`:

SAMPLE
DEPTH
(ft BLS).
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
EUSCS CLASSIFICATION]
0--25
See Log for GP 23
25 — 31
25-30 ft:17.67
Tan, white and black slightly clayey micaceous SILT [MLI.
31 — 38
30-35 ft: 36.8
Light brown, white and black slightly clayey micaceous
SILT (Weathered Rock) [MLI.
Boring terminated at 38 feet by technician.
Boring located 3 ft. from GP-23.
Soil sample collected from 31 to 32 feet BLS for Total Organic Carbon analysis.
REMARKS: Soil samples collected using
direct -push technology prior to advancing
borehole with 8 in. outside diameter
hollow stem augers. Type II Monitoring
Well installed upon boring completion.
See Well Construction Record for details
TESTBORING LOG
BORING NUMBER: MW-8
DATE DRILLED: 8/8/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
1Vt1D-ATLANTIC :ASSOCIATES,
The Environm ili.01 Solutions:People . • • E
7
r

rag
togl
1=1
SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
• IUSCS CLASSIFICATION]
0 — 6'
0-6' = .37
Reddish orange silty CLAY ICL].
6'-10'
6-10' = .49
Light brown and black clayey micaceous SILT [ML].
10- 15'
10-15'=2.09
Light brown clayey micaceous SILT WILL
15 — 25'
15-20' = 1.08
20-25' = 3.51
Light brown white and tan slightly clayey micaceous SILT
[MI].
25 — 35'
25-30' =1.90
30-35' = 3.89
Tan black and white clayey micaceous SILT [MLA.
Boring terminated at 35 feet by technician.
Soil sample collected from 30' - 31' BLS for Total Organic Carbon analysis.
REMARKS: Soil samples collected using
direct -push technology prior to advancing
borehole with 8 in. outside diameter
hollow stem augers. Type II Monitoring
Well installed upon boring completion.
See Well Construction Record for details
TEST BORING LOG
BORING NUMBER: MW-9
DATE DRILLED: 8/8/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
• MID-ATLANTJ.C• ASSOCIATES;: INC:
The: Environmental Solution -People

:• ,,, . ;
:INTERVA '` ;'.,:;:,,;:(BLOW:
�::!..;.,:
:� ,....,.
• (ft BLS) :. -
:: -__' •••
;:;.
a.+;......�:::,.• -
!.,`COUNTS
. _
:OVA -FIELD
.' • - ,•.,,: . ,... , •
:RESULT .4
., .. ,:,,... •
.. •
SOIL DESCRIPTIONS '
0 -- 33.5
Not Recorded
Light brown white and tan slightly clayey micaceous SILT (ML].
Boring advanced 8.5 feet from MW-9. Refer to MW-9 Log for soil
descriptions from 0 to 33.5 feet BLS. Shelby tube sample
collected from 31 to 33.5 feet.
•
33.5 — 35
16-23-29-32
g,59
Light brown clayey micaceous SILT
(PWR) with seams of tan clay [ML].
Grain size sample collected from 33-34
feet.
38 — 40
23-29-33-36
18.37
43 — 45
11-14-16-19
94.3
Medium brown, tan, gray and white
micaceous clayey SILT [ML].
48 — 50
11-13-13-16
85.21
53 --- 55
14-14-19-18
83.40
-
58 -- 60
9-13-16-19
71.27
Same as 38 to 55 but with quartz or
gneiss fragments.
fib 70
5015"
4.69
White and black SILT, weathered gold
brown to dark brown, micaceous
•
derived from
73 - 75
50/4"
3.39
(SAPROLITE weathered
gneiss). Relict foliation evident, with
weathered feldspar and biotite, little
quartz [ML].
80
Not
Completed,
Very Hard
Drilling
•
Sample Not
Screened
Tan, black, white and clear medium to
coarse SAND and fine gravel (wash
drilling returns). Visible grains include
quartz, feldspar and darker grains
(suspect hornblende) that are sub -
rounded to sub -angular.
Boring terminated at 80.5 ft by technician.
REMARKS: Well boring advanced to 66 ft BLS
using 12 in. outside diameter hollow stem augers to
install 6 in. diameter outer casing (grouted on 8/12).
Inner boring advanced on 8/14 using wash drilling
and 5 7/8 in. outside diameter drag bit. Type 111
Monitoring Well installed upon boring completion.
See Well Construction Record for details.
TEST BORING LOG
:,::BORING :NUMBER:* .MW-10D.
.DATEDRILLED':81'12-�1412008
•'::PROJECT�:NUJER:::::00R19.10.01
.•I1• •1• :�/. .'f .:.R .
A ��ii
=`PROJECT: �,..:�.�:WI =COHESS'#351 CSA
,'.'PAGE.:1 'OF''[, :: ' :
• • •
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People
r
r
r
fool

t Project Name: WILCOHESS #351
Project No.: 000R1915.02
BoringlMW No.: MW-11 d
Date: December 8 -10, 2008
Split Spoon
Interval
(ft BLS) •
Split Spoon
Blow Counts
Field Screening
Results (ppm)
•
Soil Descriptions
4.0 to 5.0'
4-6
0.0
Red, white, and tan micaceous silty CLAY with no
mafics [CL]. No petroleum odor.
8 to 10'
12-14-15-17
NA
Unable to retrieve sample from split spoon
13 to 15'
9-12-14-17
0.8
Brown, black, and tan micaceous silty CLAY with
quartz fragments and no mafics [CL]. No odor.
18 to 20'
7-7-12-19
9•1
Orange and black micaceous clayey SILT with quartz
fragments and 5% mafics [ML). No petroleum odor.
23 to 25'
12-14-19-24
•
3,870
Dark brown, tan, and black micaceous clayey SILT
with quartz fragments and 5% mafics [ML]. Strong
petroleum odor.
28 to 30'
10-12-13-15
14.2
Brown, orange, grey micaceous clayey SILT with no
quartz and no mafics [ML]. Slight petroleum odor.
33 to 35'
9-11-14-18
16.6
38 to 40'
4-4-11-15
297.3
Dark brown, white, and tan micaceous clayey SILT
with 5% mafics and a petroleum odor [ML].
43 to 45'
12-14-19-22
83.9
48 to 50'
15-20-31-47
20.8
Dark brown, white, and grey micaceous clayey SILT
with < 8% mafics and no petroleum odor [ML].
53 to 55'
19-27-31-49
2.9
58 to 60'
48, 50/5"
3.3
Brown, black, tan, and grey micaceous clayey SILT
with saprolite and no mafics [ML]. No petroleum odor.
WELL CONSTRUCTION DETAILS (Well Construction Record also attached)
Total Depth: 135 feet
Well Diameter. 6 inches / 2 inches
Screened interval: 95 to 135 feet
Sand Interval: 93 to 135 feet
Bentonite Interval: 87 to 93 feet
•
TOC Elevation (relative): 100.00 feet
REMARKS: Well boring advanced to 80 feet BLS using 12" outside diameter hollow stem augers to
install a 6" diameter outer casing (grouted on 12/8/08). Inner boring advanced on 12/10/08 using air
drilling and a 5 7/8" outside diameter bit. Type III monitoring well installed upon boring completion.

Project Name: WILCOHESS #351
Project No.: 000R1915.02
BoringlMW No.: MW-12
Date: December 8, 2008
Split Spoon
Interval
(fit BLS)
Split Spoon
Blow Counts
Field Screening
Results m
(pp j
Soil Descriptions
4.0 to 5.0'
fi-13
8.9
Orange and red micaceous clayey SILT with 5%
mafics and no odor [ML].
8 to 10'
6-7-13-18
1.5
Dark red, tan, and orange micaceous clayey SILT
wilth 5% mafics and no odor [ML].
13 to 15'
5-8-11-14
0.0
Tan to dark brown micaceous clayey SILT with no
mafics and no odor [ML].
• 18 to 20'
11-11-13-14
0.0
23 to 25'
11-15-18-19
0.0
23 to 24' — orange, dark red micaceous clayey SILT
with no mafics and no odor [ML].
24 to 25' — black, tan, white, and grey micaceous
clayey SILT with 20% mafics and no odor [ML].
28 to 30'
9-11-13-21
0.0
White, tan, brown, and black micaceous clayey SILT
with 8% mafics and no odor [ML].
•
33 to 35'
13-16-17-21
0.0
36 to 38'
41 •-5014"
0.0
Brown, black, orange, and white micaceous clayey
SILT with 3% mafics and no odor [ML].
•- :WELL: CONSTRUCTION DETAILS (Well Construction Record_also'attached) -
Total Depth: 38 feet
Well Diameter 2 inches
Screened Interval: 28 to 38 feet
Sand Interval: 26 to 38 feet
Bentonite Interval: 24 to 26 feet
TOC Elevation (relative): 100.43 feet
REMARKS: Well boring advanced to 38 feet using hollow stem augers. Type 11 monitoring well
installed upon boring completion.
r

Project Name: WILCOHESS #351
Project No.: 000R1915.02
BoringIMW.No.: MW-13
Date: December 9, 2008
Split Spoon
interval
( BLS)
Split Spoon
Blow Counts
Field Screening
Resulte (ppm)
Soil Descriptions
4.0 to 5.0'
7-9
Samples not
screened due
to safety and
weather
conditions
Red and brown micaceous clayey SILT with no
mafics and no odor [ML].
8 to 10'
4-8-12-13
Red, brown, and white macaceous clayey SILT with
quartz fragments, no mafics, and no odor [MLJ.
13 to 15'
3-4-4-5
Brown micaceous clayey SILT with less than 3%
mafics and no odor [ML].
18 to 20'
11-14-15-17
Brown, orange, grey, and white micaceous clayey
SILT with quartz fragments, Less than 3% mafics, and
no odor [ML].
23 to 25'
13-17-20-22
Grey, white, and brown micaceous clayey SILT with
quartz fagments, approximately 8% mafics, and no
odor [ML].
28 to 30'
11-12-19-23
33 to 35'
13-15-18-25
38 to 40'
41-50/4"
-:::::-:`::::::=: ; :• ° : WELL CONSTRUCTION DETAILS (Well Construction Record also attached) =:
Total Depth: 38 feet
Well Diameter. 2 inches
Screened Interval: 28 to 38 feet
Sand interval: 26 to 38 feet
Bentonite Interval: 24 to 26 feet
TOC Elevation (relative): 101.37 feet
REMARKS: Well boring advanced to 38 feet using hollow stem augers. Type II monitoring well
installed upon boring completion. -

•M�LE• �r;
' •ri:
'•tip •i..� �•�
_
ft�reLs _
?r ...i'3" '-?1�r `;i::' ={.:
- tip%
•ENi
•..
`?i•�:�%i� . =:1 - -. .. .r: ;:: :. : r•r
C _
n..a
uscs:c� s�F�cA,rloN••-
r _r.. _,�
=•!'•t'." • � 3. n.ri. e.:.i1•e:. - - ..
4.0 — 6.0
N/A
N/A
No sample collected — pea gravel
present
9.0 — 11.0
N/A
N/A
No sample collected — pea gravel
present
14.0 — 16.0
1-1-4-5
Not screened
Pea gravel to 15 ft; 15.0 — 16.0 —
reddish -brown and light brown slightly
micaceous clayey SILT ECU
18.0 — 20.0
3-6-5-8
Not screened
Light brown, black and white
micaceous clayey SILT ECU; quartz
fragments
24.0 - 26.0
2-3-3-5
Not screened
Light brown, light orange, and black
micaceous clayey SILT MILLI
29.0 — 31.0
3-5-8-10
Not screened
Light brown, tan, black, and white
micaceous clayey SILT Mil quartz
fragments
34.0 - 36.0
4-8-11-20
Not screened
Same as 29.0 - 31.0 SILT ECU
39.0 — 41.0
5-9-7-15
Not screened
'
Tan, white, and black micaceous
clayey SILT [CL]
Boring terminated at 41.0 feet by technician
Fp6@j
REMARKS: Boring advanced with hollow
stem augers. Monitoring well installed
upon boring completion. See Well
Construction Record for details
- ��:�� - TEST BORING LG�Y:.:�r.:-:_Y.:. •;.
BORING
DATE
PROJECT
PROJECT:
PAGE 1
NUMBER: MW-14
DRILLED: 1 /18/1 0
NUMBER: R1915.08
WILCOHESS #351
OF 1
r1Yr.J' •�J`.: Sri. :::..:.,�. y• •'`:...'.:�?
^ M1DA,TLANTJC ASSOCIATES•II1[C :
;_.• rf� z rc;4�s�-c`4tif' ••; :_ r.;.•...
:The}Fn�vrronmental SO101. ns: Peo le::-'=. ' :.:'
............: �• ..: -.. • ...._:���:>., gip- -

' - Li.•:':+; •.Itt.a e ~•
::SAMPLE • J:1
:;t DEPTH; ---M
-
SPT:BLOW
O UNTS
_ _ !::.s•' -i-�` :n .. �.e+j ,i,;:::. ,.i :i?.
-.1•-:x:•�f ::}•
ilti •
:SCREE IVG•.
-
• SU •TSB , :
•
Niy . . • 4C•i:i`j'✓': y7:';3* • ��r : r•.'.. :�:•
:.Lt.. r• i5�'...hf�+,�.f">' tip::•:
.• { �f. �I `_9-'!•;•tik.r .'�!
_ SOIL DESCRIPT'IQNS:: '°°�::_::
- F[Ci4TI�N
uscs cLAssl
4.0 — 6.0
N/A
N/A
No sample collected — pea gravel
present
9.0 — 11.0
N/A
N/A
No sample collected — pea gravel
present
14.0 — 16.0
5-5-10-16
Not screened
Medium -brown micaceous clayey SILT
[DI.]
19.0 — 21.0
5-4-8-9
Not screened
Light brown, reddish -orange, and black
micaceous clayey SILT [CU
24.0 — 26.0
5-5-6-9
Not screened
Light brown, Tight orange, and black
micaceous clayey SILT [CU
29.0 — 31.0
7-7-13-14
Not screened
Tan, black, and white micaceous
clayey SILT [CU
34.0 — 36.0
6-10-14-17
Not screened
Same as 29.0 — 31.0 SILT [CI.a
39.0 — 41.0
8-8-10-14
Not screened
Same as 29.0 — 31.0 SILT [CU
Boring terminated at 41.0 feet by technician
REMARKS: Boring advanced with hollow
stem augers. Monitoring well installed
upon boring completion. See Well
Construction Record for details
ri r ., „ TEST BORING LOG � �' , ::: ::.7,
_ �-r���% .. ,.
%' x`�`f' - �;�,;• ... FC ,_
BORING
DATE
PROJECT
PROJECT:
PAGE 1
NUMBER: MW-15
DRILLED: 1/19/10
NUMBER R1915.08
WILCOHESS #351
OF 1
c.-= NIID ATLANTIC ASSOCIATES Il![C`- ` ' == <<a [ �: ly >i:..i•• : F•7v'ft t.. r ••: .• '�i�: �;Lbz•S'f��:.�.: ,i {.t =i7i
•, :, �:;R The_Ertvfonmenta1.Solutions-People.; : :

r
SAMPLE
DEPTH
(ft BLS)
SPT BLO1N
COUNTS
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS:.CLASSIFICATION]:
5.0 - 7.0
3-4-5-7
0.46
Reddish brown slightly micaceous silty
CLAY [CL]
9.0 - 11.0
2-2-4-7
0.97
Same as 5.0 - 7.0 [CL]
14.0 - 16.0
2-3-6-8
34.84
Light brown and black micaceous
clayey SILT [ML]
19.0 - 21.0
4-5-10-14
23.40
Light brown, tan, black and white
micaceous clayey SILT [ML]; saprolite
24.0 - 26.0
2-4-9-7
12.97
Same as 19.0 - 21.0 IML]
29.0 - 31.0
2-3-5-10
4.91
Same as 19.0 - 21.0 [ML]
34.0 - 36.0
3-4-8-12
3.64
Same as 19.0 - 21.0 [ML]
Boring terminated at 37.0 feet by technician
REMARKS: Boring advanced with hollow
stem augers. Monitoring well installed
upon boring completion. See Well
Construction Record for details
TEST BORING LOG
BORING NUMBER: MW-16
DATE DRILLED: 3/16/10
PROJECT NUMBER: R1915.11
PROJECT: WILCOHESS #351
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES;, INC.
The Environmental Solutions People
r
r

SAMPLE
DEPTH
- (ft: BLS)
SPT BLOW
COUNTS
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS.
` [USCS CLASSIFICATION]
5.0 - 7.0
4-4-6-8
2.78
Reddish brown silty CLAY ICI.]
9.0 - 11.0
2-5-7-9
4.68
Reddish -brown, black, & tan slightly
micaceous silty CLAY ECU
14.0 - 16.0
2-6-7-11
4.62
Tan, white, and black micaceous
clayey SILT [ML]; saprolite
19.0 - 21.0
4-5-7-11
7.11
Same as 14.0 - 16.0 [ML]
24.0 - 26.0
3-4-6-11
5.28
Same as 14.0 - 16.0 [ML]
29.0 - 31.0
3-6-7-13
3.23
29.0 - 30.0, same as 19.0 - 21.0
[ML]; 30.0 - 31.0, light brown, pink,
white, and black slightly sandy clayey
SILT [ML], micaceous, with quartz
fragments
34.0 - 36.0
2-2-4-12
2.94
Light brown, light orange, black &
white slightly sandy slightly clayey
SILT [ML], micaceous
Boring terminated at 37.0 feet by technician
REMARKS: Boring advanced with hollow
stem augers. Monitoring well installed
upon boring completion. See Well
Construction Record for details
TEST BORING LOG
BORING NUMBER: MW-17
DATE DRILLED: 3/16/10
PROJECT NUMBER: R1915.11
PROJECT: WILCOHESS #351
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions . People

SAMPLE
DEPTH
(ft BLS)
SPT BLOW
COUNTS
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS .CLASSIFICATION]
5.0 - 7.0
4-3-4-7
1.46
Reddish brown silty CLAY [CL]
9.0 - 11.0
2-2-4-7
1.84
Same as 5.0 - 7.0 [CL]
14.0 - 16.0
2-4-6-10
1.69
14.0 - 14.5, same as 5.0 - 7.0 ECU;
14.5 - 16.0, Light brown, black, and
white slightly micaceous clayey SILT
[MU
19.0-21.0
3-4-7-12
1.43
Same as 14.5 - 16.0 [ML]; saprolite
24.0 - 26.0
4-6-8-12
1.15
Same as 14.5 - 16.0 [ML]
29.0 - 31.0
2-3-5-10
2.58
Same as 14.5 - 16.0 [ML]
34.0 - 36.0
3-3-4-12
1.26
Same as 14.5 - 16.0 [ML]
Boring terminated at 37.0 feet by technician
REMARKS: Boring advanced with hollow
stem augers. Monitoring well installed
upon boring completion. See Well
Construction Record for details
TEST BORING LOG
BORING NUMBER: MW-18
DATE DRILLED: 3/17/10
PROJECT NUMBER: R1915.11
PROJECT: WILCOHESS #351
PAGE 1 OF 1
MIDATLANTIC ASSOCIATES, INC.
The Environmental, Solutions People.
r
n
r
r
n
n

.1. WELL tONTtiA0Fralt
Rin
fM1
$WRNTI4L. witLccowk
etorm
tbootioNtio. optiago
WiellCOMMOrerStaYid.tiONOITIO
SAMACCO Inc
W.011.0**Plgr:bgr9PPI•VIt.lan'gr
ROAR Northfield Drivp
. StriVaAddetii0*-..
. Fort Mill
.01.iy•Of TOMO
( 704 ) 622-6920
AC.04.070‘.1, Mig#1.0.139.40r
WELL01461R1161014atoitlt
NE22
• S.0
st4.00:,
19707, .
P11)0P40: .
OTHRECAMOVATEMPERMW#K
r1 fork tirgu.0.0A**,
I.vaicotteptetkoiwaaitymaitioii4tii0 ft&
tnC.11-0:10001-1W.M4Alsiq !.A0/100.4ROR 1:144414P.,:
10$114001.40; 7-7-2011 . 11:00
IN44, 4010krOtly.
(Sti=t4ZZUWitliiiigrSTAIV.:r7144111*NATiatt00
caTsk Conover 0000* Catawba
4161 i*.b41*t:04100#4W.Ifff*.r.SIOPNPrig041.744
121:000 • EVitiN' mkot.• fufgfIo JOthr
LAtITUDE:g*-
.Loktorrutel#: aaelli_____JoapEr*Auvocopoc
1.1
hialtebfithiA/-
a; 0444t.“1*11e•Qtlhp:!*IP:inFAP10)PW.. Icatd
Laitt000914.PAPIPPW.
tiOarkitierietOOkao064i**;..a.
thisicarittlotongom
WAlcohl!ss
„NI F*01114.44E08
1141 Rnek Barn Road
agfigt-Addft
padt*:4011.1,540516vbiei
Conover ' NC 20613-
CRTOTTPYVN .4.41*
. Trey Merchant
C;OriiMgt Nan
- 409 Roaers View Ct
MaIfln Af.41tese: .
Raleigh
C,Iti tie Town
rm9
( 000 ) 486-7568
Aretil bode Phtstid number
6. WELL DETAILS:
a. TOTAL DEPTIli 40
NC . '27610
..-StMe!
b. DOES WELL REPLACE -EXISTING WELL? YES ci 1,40 ng
rar! CLWATER-LeVE1,4:0010VIMS:#.00hg:.
if.AtiiiiiikikipteCielti.d) •
VT.
:I1T91) 2 3 •1tigif4 0 PL.2 •
•*ttuil •
:IAN* !Mitt .
wrokittAtiikkkitittito:40040.itiV4W4kr.rtficktNy ri346.%
i: FA-.4.4111.01085fifsorCR196444#0.!*40.1000"20:•411%.
1. Fs MELO:top/it . Iiiiitod:00:Tikof
. . .
. i :I, DISINFECTION -OW Afttoxiiii: .
•.i.ih cWATER:ZONIESAg
...1140. tiAttiq . -kik Sifitt6tyi
:4 _ TO
,i,T.450 .vdtt. ' Ttii$ p'EtlItolin
• ET! tiMititat: biri:
WelVtir Mrtt
o'ilfp.R 0 likt-rorti 2 5 2
40
• '4 ?VC
Bljttikti. -
• **Oro
. .
tigit OP,0110 IrStaii440;
Trolj1 BM* Ft. Boregrout Tremie
:
.Vragf 0%0 •i.
..•
tattet; tioui tint 41140k0 16.0640
25 .§.01#1501 40 A 2 fil010 vc
TPO, hit
,
$.1.649P3 111,1
.1.141.0AfflirmaRixyg.L.:.:„. FAO*
O•Wh *10 00.110
Sand
••
bitaiNfatb0.;
.. 71
To 010.r.0
1, 0 / 40
1
t
r
•/
.1 •
•NatriStkirt tigtlf0P0011.
Clayey silt
'77.7.7..*••••••••••••••••••••••••••
•i1LOORKER
: 2' bentonite seal between sand pack and grout
I 00.1-10.1881/ eERTIFY_Ti.1ATTriOv41..L.WAStONOIVittarE0.10 4000Romoa %gni
IvitimAt.mwELL•anggrmoTfottoMboosvAND IMAT,6 qOPY
* RE. 013014 8 .M.P.r?..0‘itr480101148 WEI.C;b*•18R:
• . • •
siGNATVRE OF OERTIFIED WELL COITRAMM—"R 7-1362‘11T.
Stefan Smith
PRINTE13..NAREPF PERSON- -CO NST.RUOrING• TFIEWELL
Ferm GW-1
Rev. 2/1j6

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
Steve Poloniewicz
Well Contractor (Individual) Name
SAEDACCO Inc
Well Contractor Company Name
9088 Northfield Drive
Street Address
Fort Mill SC 29707
City or Town State Zip Code
( ) (8031 548-2180
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-23
3. WELL USE (Check One Box) Monitoring Ii Municipal/Public 0
Industrial/Commercial ❑ Agricultural D Recovery 0 Injection 0
IrrigationD Other 0 (list use)
DATE DRILLED 12/30/2013
4. WELL LOCATION:
1343 Rock Barn Rd. Conover
(Street Name. Numbers. Community, Subdivision, Lot No.. Parcel, Zip Code)
CITY: Conover COUNTY Catawaba
TOPOGRAPHIC 1 LAND SETTING: (check appropriate box)
DSlope ❑Valley ®Flat DRidge DOther
LATITUDE 35.719775 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE -81.189464 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: 03PS Dropographic map
{location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is Located.)
Wilco Hess
Facility Name
1343 Rock Barn RD
Street Address
Conover
Facility ID# (if applicable)
NC
City or Town
Gary fisher
State Zip Code
Contact Name
Mid -Atlantic 409 Rogers View Court
Mailing Address
RALIEGH
City or Town
NC 27610
State Zip Code
( 800 ) 486-7568
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 40
b. DOES WELL REPLACE EXISTING WELL? YES 0
c. WATER LEVEL Below Top of Casing:
(Use "+" if Above Top of Casing)
NO
FT.
2284-A
d. TOP OF CASING IS 0.0 FT. Above Land Surface'
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom
7. CASING: Depth
Top 0.6 Bottom 25'
Top Bottom Ft.
Top Bottom Ft.
Top Bottom
Thickness/
Diameter Weight Material
Ft.2" SCH40 PVC
8. GROUT: Depth Material
Top 11 Top 21 Bottom 21' Ft. PORTLAND
Bottom 23' Ft. Bent chips
Top Bottom Ft.
Method
9. SCREEN: Depth Diameter Slot Size Material
Top 25' Bottom 40' Ft. 2" in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 23 Bottom 40' Ft. #2 Silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 40'
/
/
/
/
/
/
12. REMARKS:
Formation Description
Red and brown s. Clay
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS SEEN PROVIDED TO THE WELL OWNER.
_• 12/30/2013
Sii �UKE OF CPATIFIED WELL CONTRACTOR DATE
STEVE POLONXEWICZ
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
r
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2109
r

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
rs► 1. WELL CONTRACTOR:
Steve Poloniewiez
rw1
Well Contractor (Individual) Name
SAEDACCO Inc
Well Contractor Company Name
9088 Northfield Drive
Street Address
Fort Mill
City or Town
( ) [phone]
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
SC 29707
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(1f applicable) MW-24
3. WELL USE (Check One Box) Monitoring (!g Municipal/Public 0
Industrial/Commercial 0 Agricultural ° Recovery 0 injection 0
Irrigation° Other 0 (list use)
DATE DRILLED 12/30/2013
4. WELL LOCATION:
1343 Rock Barn Rd. Conover
(Street Name. Numbers. Community, Subdivision, Lot No., Parcel. Zip Code)
CITY: Conover COUNTY Catawaba
Fel
TOPOGRAPHIC/ LAND SETTING: (check appropriate box)
DSlope °Valley aaFlat ❑Ridge °Other
LATITUDE 35.719775 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE -81.189464 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: ®3PS Qropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
ICI
Wilco Hess
Facility Name
1343 Rock Barn RD
Street Address
Conover NC
Facility ID# (if applicable)
City or Town
Gary fisher
State Zip Code
Contact Name
Mid -Atlantic 409 Rogers View Court
Mailing Address
RALIEGH NC 27610
City or Town State Zip Code
( 800 ) 486-7568
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 40
b. DOES WELL. REPLACE EXISTING WELL?
c. WATER LEVEL Below Top of Casing:
YES D NO §6
(Use "+" if Above Top of Casing)
FT.
2284-A
d. TOP OF CASING IS 0.0 FT. Above Land Surface"
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top
Top Bottom Top
Top Bottom Top
7. CASING: Depth Diameter
Top 0.6 Bottom 25' Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
Bottom
Bottom
Bottom
Thickness/
Weight Material
SCH40 PVC
8. GROUT: Depth Material
Top 1' Bottom 21' Ft. PORTLAND
Top 21 ' Bottom 23 R. Bent chips
Top Bottom Ft.
Method
9. SCREEN: Depth Diameter Slot Size Material
Top 25' Bottom 40' Ft. 2" in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 23' Bottom 40' Ft. #2 Silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
Formation Description
0.0/ 40' Red and brown s. Clay
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
a, •
12/30/2013
S tis ATt RE OF Cf TIFIED WELL CONTRACTOR DATE
STEVE POLONIEWICZ
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Fig Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Lewis LeFever
Well Contractor Name
2480A
NC Well Contractor Ccnitication Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit if:
List oil applicable well permits (i.e. County, State, Variance. injection. etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑industrial/Commercial
❑Irrigation
Non -Water Supply Well:
1 IMonitoring
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Recovery
Injection Well:
❑Aquifer Recharge
DAquifcr Storage and Recovery
❑Aquifer Test
DExperimental Technology
DGeothemtal (Closed Loop)
❑Geothermal (Heating/Cooling Return)
4. Date Well(s) Completed: 6/24/14
Sa. Well Location:
Wilco Hess
OGroundwater Rcmediation
❑Salinity Barrier
OStormwater Drainage
OSubsidencc Control
❑Tracer
❑Other (explain under 1121 Remarks)
Well ID# MW25 & MW26
Facility/Owner Name Facility IDil (if applicable)
1343 Rock Barn Road NE, Conover, NC 28613
Physical Address, City, and Zip
Catawba
County Parcel identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one ladlong is sufficient)
35.721075 N 81.189170
6. Is (are) the well(s): DPermanent or OTemporary
W
7. Is this a repair to an existing well: ❑Yes or Ono
If this is a repair. fill out known well construction information and explain the nature of the
repair corder g21 remarks section or on the bock of this form.
S. Number of wells constructed: 2
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one fornr.
9. Total well depth below land surface: 40.0
For multiple wells list al! depths if diftrent (example- 3@,200' and 20100)
10. Static water level below top of -casing: 0
if'water level is above casing, use "+ "
11. Borehole diameter: 8-0 (in.)
12. Welt construction method: Auger
(i.e. auger, rotary, cable, direct push, etc.)
(ft.)
(ft.)
For internal Usc ONLY:
14] WATER ZONE$
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
AS. OUT'ERfiAsiNG:(formalii;case rdHa)'ORI.INER-lir:0-lieali1e)
FROM
TO
DIAMETER
THICKNESS MATERIAL
ft.
ft.
in.
. 16 INNER CASING OR: Ti1RING"(geotberanal icised-ioopl
FROM
TO
DIAMETER
THICKNESS
MATERIAL
0 ft.
25.0 ft-
2.0 in'
Sch 40
PVC
ft.
ft.
in.
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
25.0 It
40.0 it.
2.0 in.
.010
Sch 40
PVC
ft.
fr.
in.
:=18 iSROUT= <_�-
.-- -:
FROM
TO
MATERIAL
EMPLACEMENTMEfHOD S AMOUNT
0 fl'
20.0 It
Portland
Tremie
20.0 ft.
23.0 ft•
Bentonite
Tremie
ft. ft.
.:S ►SIWGRATGRikeiClif atiftliiabk) ::...
FROM
TO
MATERIAL
EMPLACEMENT METHOD
23.0 it
40.0 it
#1 sand
Tremie
ft.
ft.
103O ll.LUNG:i>oG'{atiidieddiiioriel
beelscifsteciiiiiiy)
FROM
TO
DESCRIPTION (color. hardness, soil/rock type. grain size. etc.)
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) 11lcthod of test:
13b. Disinfection type: Amount:
22. Certification:
7_2/-
gnature ofCe t tetf`Veil Contractor Date
By signing this form, 1 hereby terrify that the well(s) was (were) constructed in accordance
with ISA NCAC 02C .0100 or ISA NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
Pmn
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For infection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-I636
24c. Fur Water Supplv & Injection 'Wells:
Also submit one copy of this form within 30 days of completion of
well construction to the county health department of the county where
constructed.
Form G\V-1
North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Lewis LeFever
Well Contractor Name
2480A
NC Well Contractor Ccnification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Ircrmit
List all applicable well permits (i.e. County, State, Variance, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Irrigation
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non -Water Supply Well:
OMonitoring
❑ Recovery
Injection Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Gcothennal (Ileating/Cooling Return)
4. Date Well(s) Completed: 6/23/14
Sa. Well Location:
Wilco Hess
❑Groundwater Rcmediation
❑Salinity Barrier
❑Stormwatcr Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 Remarks)
Well ID# MW27 & MW28
Facility/Owner Name Facility IDII (if applicable)
1343 Rock Barn Road NE, Conover, NC 28613
Physical Address, City, and Zip
_ Catawba
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one Iat/long is sufficient)
35.721075 N 81.189170
6. Is (are) the vvell(s): (21Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ElNo
If this is a repair, fill out known well construction information and explain the nature. of the
repair under it 21 remarks section or on the back of this form.
8. Number of wells constructed: 2
For nmlt!p!e injection or non -crater supply wells ONLY with the same construction. you can
subnrit are form.
9. Total well depth below land surface: 40.0 (co
For multiple wells list all depths if different (example- 34200'and 2@J00)
I0. Static water level below top of casing: 0 (ft.)
If water level is above casing. use "+ •'
11. Borehole diameter: 8•D
12. Well construction method: Auger
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
For Internal Use ONLY:
FROM
TO
DESCRIPTION
ft.
ft.
fi.
ft.
IS. OUTER CaSTNG:{for
inutii-cased vveils):ORLINER:(ifapplicable)
DIAMETER
THICKNESS
MATERIAL "
F1tOM
TO
ft,
ft.
in.
76::INNER'CASING
Till TUBING '(eothermal.clnsedaoop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
0 ft'
25.0 fL
2.0 '"•
Sch 40
PVC
ft.
ft.
in.
"
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
25.0 ft'
40.0 ft•
2.0 t"'
.010
Sch 40
PVC
ft.
ft.
in.
181GROUT
:_ :... ... .
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0 ft.
20.0 ft•
Portland
Tremie
20.0 ft.
23.0 ft.
Bentonite
Tremie
ft.
fi.
i9 S,1VTilGti-AvEI : ' ciclifa pieibte) .: • .
FROM
TO
MATERIAL
EMPLACEMENT METHOD
23.0 ft•
40.0 ft-
#1 sand
Tremie
ft.
R.
20iH,R1IAINGLOG-,(attScii
dditionaisfieetiifnecezSar) -.- '
FROM
TO
DESCRIPTION [color, hardness, soil/rock type, grain size, etc.)
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
rt.
ft.
ft.
ft.
ft.
raI?'<tt'Iu1Atltt''c;„ , ....z_ 1..; 2 ,r......- . . s _ -fi,',,, i':i
22. Certilc _ ion:
ed Well Contractor
7-Z e /y
Date
By signing this fora, 1 hereby certify diat the well(s) was (were) constructed in accordance
with I5A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL1NSTUCTIONS
24a. For MI Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
well construction to the county health department of the county where
constructed.
Fonn G W-1
Notth Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

N. RN RSIMT L.,.w.Exatco*kritucilofittiteoRD
OIV • • • .L4
maictifoifit DouttotfirEtymatotutaingsouttb. TiKslikOW4tirMitlitY
WELL:CONTRAMIICCERTIFICATION4 3576
1. WELL COlitnACTO.R:
Stefan Smith
Weil CoatractorilndMdaalY•Nama
SAES Inc
Well Contractor Corapany Noma
STREET ADDRESS. 9088 Northfield Drive
Fort Mill SC
29707
City or Town State
(704 622-6920
Ar00.0Q0a- PhOporiNtribar
2. WELL (NFORMATION':
•SITEWELL ID likitappiiosida) MW21
STATE WELL PEAMItittapiikablei)
DWCIor OTHER PERMIT RINOPIIcabish
WELL USErdifickApplicable Monftrira Atimielpal/Pitbitc0
Industrial(Commerciar0 Atglcuitural'ID Itecoyerycitalepilon pi
Irrigation0 Other 0 (list use)
DATE DFULLED. 7-7-2011
TIME.COMPLETE,D. 11.i00 *IV PM 0
3. WELL LOCATION:
CITY:* Conover t.ot,16rrY Catawba
1343 Rack Barn Road, Conover, NC
(Street Name. Nurnbers. Community, Bubo:11410n; Lot.Mai Parcel, Ms./Dade)
TOPOGRAPHIC./ LAND' SETTINO:,'
Cif slcve OVelleY OM ciRe .0 Wier
PeciaP0.53.Priale.biNt
LATITUDE 35.72021
LONGITUDE e1.1.8044
n*,efAridror
LatitudeAditgittidettitliOtEJGPS riToppAiAOW XUP
06011011 oIweVinUtbeshown citi:F:140to#3.M.013 and •
sthwhed to this Rini f h6t GPM
4. FACILITY- 'chino/44 latepd:
FACILITY' I Itt Egt
NAME OF FACilitY. Wi1oolliesa
STREET ADDRESS 1343 Rock Barn Road
Conover NC
28613-
Citrof Town State
CO14TACT PEFiebt4 Trey Merchant
Zip. Cocto.
MAILINtiADDRESS 409 Rogers View Ct
Raleigh NC
.City.or ToWri slate
( 800 )- 4116-7568
Area' iiode • Phormetwitter
5. WELL DETAILS:
a. TOTAL DEPTH: 4() .
b. Does wEll RiPLACEtsiOlitio ;(8.0
27610
C. WATER LEVEL B8104 Toot Casing: Fr.
Oho "+"ttAboveTcp ot CatikV)
tOP:O.CASINGiS FtAlme•14ata STurtace
4Top 0:caalootanftWed!atior IleIrmilmff:ditglsesMay require
nda acdOidaiibliivittt ISA NOAC 2C,01J8.
• ifelET.HOD'OF TEST
t CISINFE6106 Typo Athoutit
0! W4tE00401 (.450):.
Fiore Tdi Rod) To ,
From To. Frani •To
tv: fie) To
0; :0004: Tbr.okoWilf
Depth plamelar WOIOttt :Material
Ordoi o Ta 25 ft. 2 40 PVC
Mai
FF0.0) , , TO ;
I:: GROUT:. Depth Mater.lai
Method •
001 T421 FOoregretit Tremie
From .T Ft,
From tq .It;
SC!IA/0:. PeAli .1565m3tat. •Stot*
Maim
• FitO12 5 , To_to_:,.._ FLA .. . ill. Jag_ Iii, pArs___,
'Frodi T______:Ft:fth:
Filial . To EL in:
0. SAPPGRAVEL PAPI.Sr
:Ocieoth Size' Matelial
Rail 23 To 40 Ft. 2 • Sand
To Ft.
1-51 '4
Rat
HOT
01:414011P0
:Frcith To
0 40
Poithaticin :1)6scrigitIcih
Clayey silt
11; REMARKS:: •
2, bentonite seal between sand pack and grout
1.00W-REBY CERTIFY5mArri-tiS Lt WAS:COW:WED IN_AMOROANCE WITH
tsfiitiocknet,04-0.00piThitic eTAIWO4:4FINDATA ofIlits
'REC./300*dB PR0VIDE1:407Ht WELIVWNE112.
TPRE-OF CEFOIFIED WELL CONTRACT.OR
7-13 -.;011
DATE
Stefan Smith
ORIM740.14MEPFPERPON:CONSTR.U.0:11f4G*THENE1.!L
Submit or.iginal.to the: OlvW100.0..MiNter (*fang 44*.,•Mti.OnfiXtr.gitIon•Mpt,.
1817 Malt.Servke.Center itakgah.:No 2761104.01.7 Phone .0o401.010.4.0.14.1)460k.
edmi.OW-lb
.Rev..7/0.5

SAMPLE
DEPTH
(ft BLS)
SPT BLOW
COUNTS
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
5.0 — 7.0
3-4-4-7
1.90
Reddish brown silty CLAY [CU]
9.0 — 11.0
3-5-7-12
2.52
Same as 5.0 — 7.0 [CL]
14.0 — 16.0
3-6-8-9
3.08
Light brown, black and red -orange
slightly micaceous clayey SILT [ML]
19.0 — 21.0
6-6-9-15
2.43
Tan, black and white micaceous
clayey SILT [ML]; saprolite
24.0 — 26.0
4-6-8-9
2.65
Same as 19.0 — 21.0 [ML]
29.0 — 31.0
4-5-6-9
1.76
Same as 19.0 — 21.0 [ML]
34.0 — 36.0
4-5-5-9
Not recorded
Same as 19.0 — 21.0 [ML]
Boring terminated at 37.0 feet by technician
REMARKS: Boring advanced with hollow
stem augers. Monitoring well installed
upon boring completion. See Well
Construction Record for details
TEST BORING LOG
BORING NUMBER: MW-19
DATE DRILLED: 3/17/10
PROJECT NUMBER: R1915.11
PROJECT: WILCOHESS #351
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People

SAMPLE
DEPTH
(ft BLS)
SPT BLOWSOIL
COUNTS
OVA FIELD
SCREENING
RESULTS (ppm)
DESCRIPTIONS
[USCS CLASSIFICATION]
5.0 — 7.0
3-6-9-11
Not scanned
Reddish brown slightly micaceous
clayey SILT [Mil
10.0 - 12.0
12-12-13-15
Not scanned
Same as 5.0 — 7.0 [CL], quartz
fragments
15.0 — 17.0
9-8-8-12
Not scanned
Reddish -brown and yellowish -orange
micaceous clayey fine SAND [SM],
gravel -sized quartz fragments
20.0 — 22.0
7-8-9-12
Not scanned
Light brown, tan, and dark brown
micaceous clayey SILT [ML];
25.0 — 27.0
5-6-8-12
Not scanned
Dark brown, tan, reddish -orange
micaceous clayey SILT [MLI; quartz
fragments
30.0 — 32.0
7-8-11-15
Not scanned
Same as 25.0 — 27.0 [MLI
35.0 — 37.0
10-12-14-25
Not scanned
Same as 25.0 — 27.0 [ML]
Boring terminated at 37.0 feet by technician
REMARKS: Boring advanced with hollow
stem augers. Monitoring well installed
upon boring completion. See Well
Construction Record for details
TEST BORING LOG
BORING NUMBER: MW-20
DATE DRILLED: 7/6/10
PROJECT NUMBER: R1915.18
PROJECT: WILCOHESS #351
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People
r

SAMPLE DEPTO
.:.:.x; (ft BLS)
,4.1JUrL
, OVA FIELD
S�,GKt
�V. .. se(. �h4F4RESULTSi%
SOIL DESCRI'T O�
+f.1SAan,.,iSA'
t7a.:55 t:,. .fsy"•[USCCLASSFVT[O , rw-
,
0.0 — 0.5
N/A
Asphalt at land surface
0.5 —12.0
N/A
Red and gray CLAY [CL]
12.0 — 40.0
N/A
Red clay to loose grayish clayey SILT [MI..]
Boring terminated at 40.0 feet by technician
REMARKS: Boring advanced with
hollow stem augers. Monitoring well
installed upon boring completion. See
Well Construction Record for details
• �
lT ST BOR GxLflGt r
"':
BORING NUMBER: MW-21
DATE DRILLED: 7/7/11
PROJECT NUMBER: R1915.25
PROJECT: WILCOFIESS #351
PAGEf,1 OF 1
�y 9
t '''' !'7�Tr.77 ' f+� af'h s}1w �. M Yf %^aye,?vVf t�prY ' i 0- , - ii(•,
. '� t, [it ��' T DASSOCIATS:;�I C� t
i e r ironmer . agNolutronsG ,- '
..

SAMP� f D PTH
{ St LS `4'
� . ', tl�tY
" '.
'LDa NG
'%gA1
r- ,rx >t.. {
r
ru TS3 ppm}:,
��,*.,,..
`j!N t M n. t ., ) W .• .F -Ord.
1
�a �; � 4 ., °. ttr ;�, x ,.
SG "' IFC TO ;a
` � �`?? A Yt I., n 1 ..e.N.. ,,.s ;ki�d
� i Ire. ,� 5 ,
0.0 — 0.5
NIA
Asphalt at land surface
0.5 —12.0
N/A
Red and gray CLAY [CL]
12.0 — 40.0
N/A
Red clay to loose grayish clayey SILT [ML]
Boring terminated at 40.0 feet by technician
REMARKS: Boring advanced with
hollow stem augers. Monitoring well
installed upon boring completion. See
Well Construction Record for details
t 3F�2�'
fi���yy;ST , I.GC
BORING NUMBER: MW-22
DATE DRILLED: 7/7/11
PROJECT NUMBER: R1915.25
PROJECT: WILCORESS #351
PAGE 1 OF 1
''> f1iCK
4 MID-ATLANTICASSOGY�� A• 4
Ae,,En.ronieb eas.eoe
i'lP

IIIIEngunoor.ng
Mid
Atlantic
& Environmental
""l`""'" Corm
Raluta NC 27610
P1 919-250.9918
Solutions
LOG OF BORING: MW-23
Page: 1 of 1
Site Name: Wilco 351 Drilling/Boring Method: Ilollow-Stem Auger Total Boring Depth (ft): 40.0
Project Number: R1915.40 Sampling Method: Split Spoon Top of Casing Elev. (ft): NA
Location: Conover, NC Subcontractor/Drillers: SAEDACCO, Inc. Latitude: NA
Date Started: 12/30/2013 Driller : Steve Poloniewicz Longitude: NA
Date Completed: 12/30/2013 Monitoring Equipment: NA Geologist/Engineer: M. Cortese
ir.0
Blow Counts
.r
-.
=
u
SOIL DESCRIPTION (color.
Construction Dim tails
to
=
4 —
8 —
12=
16
--
--
--
Red micaceous clay
Plug: 21'-23'
Sand: 23'-40'
Screen: 25'-40'
'
'
— 4
— 8
= 12
— 16
— 20
— 24
— 28
7 32
— 36
— 40
— 44
— 48
— 52
— 56
—60
— 64
— 68
20 —
—
24 —
--
--
—
Red micaceous silty clay
28 —
32 —
—
36 —
40
--
--
--
Reddish brown micaceous silty clay
—
44 —
48 —
52 —
56 —
60—
64 —
68 —
'Boring terminated by technician at 40 feet BLS
COMMENTS: in - indicates inches NA - indicates not applicable to this boring FID - Flame Ionization Detector
ft - indicates depth in feet ppm - indicates parts per million
ft BLS - indicates feet below land surface TVA - Toxic Vapor Analyzer

Ir..
....;,,„,„iHI•
Engmcenng
Ci
Atlantic
8 E:�.: onmenral
•
.109N""'Y Col.
PA:91 NCIM10
PA: 919.25P9918
Solutions
LOG OF BORING: MW-24
Page: 1 of I
Site Name: Wilco 351 Drilling/Boring Method: Hollow -Stem Auger Total Boring Depth (ft): 40.0
Project Number: R1915.40 Sampling Method: Split Spoon Top of Casing Elev. (ft): NA
Location: Conover, NC Subcontractor/Drillers: SAEDACCO, Inc. Latitude: NA
Date Started: 12/30/2013 Driller : Steve Poloniewicz Longitude: NA
Date Completed: 12/30/2013 Monitoring Equipment: NA Geologist/Engineer: M. Cortese
Mots (:punts
E
a
a
=
N_
C
t✓
Recovery
SOIL DESCRIPTION (color.texture. moisture, etc.)
Construction Dcatails
ft-13LS
4 —
8 —
—
12 —
16
--
--
--
Red micaceous clay
Plug: 21'-23'
Sand: 23'-40'
Screen: 25' 40'
'
'
— 4
— 8
_
— 12
— 16
—20
_
— 24
— 28
— 32
_
— 36
40
— 44
— 48
— 52
— 56
— 60
— 64
— 68
20—
—
24 —
Reddish brown micaceous silty clay
28 —
32 —
_
36 —
40
-
_
Light brown micaceous silty clay
—
44 —
48 —
52 —
56 —
60 —
64 —
68 —
*Boring terminated by technician at 40 feet BLS
COMMENTS: in - indicates inches NA - indicates not applicable to this boring FID - Flame Ionization Detector
ft - indicates depth in feet ppm - indicates parts per million
ft BLS - indicates feet below land surface TVA - Toxic Vapor Analyzer

SAMPLE•
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS .(ppm)
SO IL DESCRIPTIONS
, [USCS CLASSIFICATION] .
0.0 - 0.3
—
Asphalt at land surface (3 inches)
- 0.3 - 5
•
11.28
Light orange and red brown silty. CLAY [CL].
5 - 9
Not Recorded
Light orange, light brown and white clayey micaceous
SILT [ML]. .
9 -12
10 -12.5 ft: 8.71
Tan and white micaceous SILT with quartz fragments
common 9 to 10 feet, little clay fML].
12 -15
12.5 --15 ft: 9.67
Medium brown micaceous SILT, little clay [ML].
15 - 25
15 -17.5 ft:
31.21*
Tan, black and white micaceous SILT with Tight brown
lenses of Silty Clay [ML - CL]. Moist soils begin at
-24 feet.
17.5 - 20 ft: 21.4
20 - 23 ft: 43.6*
23-25ft: 127
Boring terminated at 25 feet by technician.
*Soil samples collected from 15 and 23 feet for laboratory analysis.
• •
REMARKS: Boring located approximately
12 feet north of UST hold. Soil samples
collected using direct -push technology and
boring grouted to land surface upon
completion.
•
TEST BORING: LOG .
rATgRIVOFT/67;0-1058
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
.11 ID-ATLANTIC_ASS:OCIATES :.INC::
The .Environmental Solut.
ions People

SAMPLE .
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
-
SOIL DESCRIPTIONS
• [USCS CLASSIFICATIONI . .
0.0 - 0.3
—
Asphalt at land surface (3 inches)
0.3 - 8
15.6
Light brown and red purple micaceous, silty CLAY
[CL].
'
8 -10
6.24
Tan and light brown, sl. clayey,.micaceous SILT,
little clay [MH].
10 -19
5.97
Red, orange, purple and white micaceous silty
CLAY. [CL].
19 - 22
15 - 20 ft: 67.8*
Dark red, purple micaceous silty CLAY [CL].
22 - 25
20 - 25 ft: 2,890
Light orange, white and gray micaceous clayey
SILT [ML]. Moist soils beginning at -24 feet.
Boring terminated at 25 feet by technician.
*Soil sample collected from 15 feet for laboratory analysis.
Boring GP-16B advanced 10 feet northeast to collect deep soil sample.
REMARKS: Boring located 15 feet
northeast of UST hold. Soil samples
collected using direct-pushPROJECT: technology and
boring grouted to land surface upon
completion.
TEST BORING LOG
BORING NUMBER: GP-16
DATE DRILLED: 816I2008
PROJECT NUMBER: R1915.01
: WILCOHESS #351 CSA
PAGE 1 OF 1
.:....:.. ... . . . ;. -
NIID:ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People
r
r

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RES.ULTS (ppm)
SOIL DESCRIPTIONS
[USCS CLASSIFICATION] _ .
0 - 20
Refer to Boring log for GP-16
20 25
20 - 23 ft: 4.63*
Light brown, tan and white micaceous SILT, little clay
23 - 25 ft: 28.6
[ML]. Moist soils beginning at -24 feet.
Boring terminated at 25 feet by technician.
*Soil sample collected from 23 feet for laboratory analysis.
•
•
•
:. TEST. BORING LOG.
REMARKS: Boring located 10 feet to the
BORING NUMBER: GP-16B
.
northeast of GP-16 (25 feet from UST
DATE DRILLED: 8/6/2008
hold). Soil samples collected using direct-
PROJECT NUMBER: R1915.0'i
PROJECT: WILCOHESS #351 CSA
push technology and boring grouted to land
PAGE 1 OF 1
surface upon.completion.
. .
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
•
,
SOIL DESCRIPTIONS
[US CS CLASSIFICATION] .
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0.3 — 5
2.94
Light brown and red purple clayey micaceous SILT
L]•
5 —10
4.15
Light brown, dark brown and white micaceous
clayey SILT [ML].
10 —15
3.69
Red brown clayey SILT with black and white
mottled areas [ML].
15 - 25
15 - 20 ft: 31.8*
Red orange and black micaceous clayey SILT [ML].
Moist soils beginning at —24 feet.
20 — 25 ft: 5,930
Boring terminated at 25 feet by technician.
*Soil sample collected from 15 feet for laboratory analysis.
. Boring GP-17B advanced 10 feet northeast to collect deep soil sample.
REMARKS: Boring located 15 feet
northeast of UST hold. Soil samples
collected using direct-pushPROJECT: technology and
boring grouted to land surface upon
completion.
TEST BORING LOG
N-TgRIVeRaL-101
PROJECT NUMBER: R1915.01
: WILCOHESS #351 CSA
PAGE 1 OF 1
MID -ATLANTIC -ASSOCIATES =:INC:.
• Tlie: Environmental.Solutions' People

SAMPLE
DEPTH
. (ft BLS)
OVA FIELD
.SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS • = . .
[USCS CLASSIFICATION].
0-20
Refer to Boring log for GP-17
20 - 25
20 - 23 ft: 17.87*
23--25ft:110
Light brown and red -purple micaceous SILT [ML].
Moist soils beginning at —24 feet.
Boring terminated at 25 feet by technician.
*Soil sample collected from 23 feet for laboratory analysis.
REMARKS: Boring located 10 feet to the
northeast of GP-17 (25 feet from UST
hold). Soil samples collected using direct -
push technology and boring grouted to land
surface upon completion.
. TEST. BORING LOG =:
BORING NUMBER: GP-17B
DATE DRILLED: 8/6/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID ATLANTIC ASSOCIATES;` INC.
The Environmental Solutions People

SAMPLE
• DEPTH
• (ft BLS)
OVA FIELD•
SCREENING
RESULTS (ppm)
SOLI. DESCRIPTIONS •
[USCS. CLASSIFICATION]
—
Boring located in grass
i
0 -- 2
—
Red -orange silty CLAY [CL].•
0-5 ft: 7.19
5-10 ft: 5.67
2 —15
Light brown, black and light purple micaceous
10 -12.5 ft: 5.94
clayey SILT [MLA.
•
.
12.5--15ft: 6.27
15 — 17.5 ft: 9.78*
15 - 22
17.5 — 20 ft: 8.94
Red -purple and Tight tan micaceous silty CLAY
[cU
20-22.5ft:30.61
22 - 25
22.5 -- 25 ft: 33.7*
Tan and light brown micaceous SILT, little clay
[MH].
Boring terminated at 25 feet by technician.
*Soil samples collected from 15 and 25 feet for laboratory analysis.
•
TEST. BORING LOG•
REMARKS: Boring located approximately
BORING NUMBER: GP-18
15 feet East of UST hold. Land surface
DATE DRILLED: 8/612008
• approximately 3 feet higher than at UST
PROJECT NUMBER: R1915.01
hold. Soil samples collected using direct-
PROJECT: WILCOHESS #351 CSA
push technology and boring grouted to land
PAGE 1 OF 1
surface upon completion.
:...:.::.......-..:..:::...:::-_
�` MID-ATLANTI:C_ASS:OCIATES'°INC=�
The: EnvirorirrientaltiSoltifio it'. , gople= ==
_:`_
•

SAMPLE ..
DEPTH
.....�
tft BLS}
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
CUSCS CLASSIFICATION]
—
Boring located in grass
0 — 4
• — •
Red -orange silty CLAY [CL]. -
4 — 6
0 — 5 ft: 8.69
Red -orange clayey SILT [ML].
6 —11
6 -10 ft:10.17
Light brown and red -purple micaceous clayey SILT
10 —12.5 ft: 13.9
11 20
12.5 —15 ft: 13.28
Tan, white and black micaceous SILT, little clay
—
Pal15-17.5ft:14.47*
17.5-20ft:10.67
20 - 25
20 -- 22.5 ft: 12.38
Light brown, tan and black clayey micaceous SILT
22.5 — 25 ft: 11.97*
(ML]'
Boring terminated at 25 feet by technician.
*Soil samples collected from 15 and 25 feet for laboratory analysis.
-•• TEST BORINGI LOG
REMARKS: Boring located approximately
BORING NUMBER: GP-19
15 feet southeast of UST hold. Land
DATE DRILLED: 8/6/2008
surface approximately 3 feet higher than at
PROJECT NUMBER: R1915.01
UST hold. Soil samples collected using
PROJECT: WILCOHESS #351 CSA
direct -push technology and boring grouted
PAGE 1 OF 1
to land surface upon completion.
..MID .ATLANTIC ASSOCIATES :: INC:
., Tl e . Oironmenta . c..01ions .People. .

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
, - - .. . . ,
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
—
Boring located in grass
0-6
3.84
Red -orange silty CLAY [CL].
6-11-
5 --10 ft: 8.76
Light brown, black and tan clayey micaceous SILT
11 - 20
3
10 - 12.5 ft: 6.07
Tan and white micaceous SILT, little clay [MLI.
i
12.5 — 15 ft: 6.90*
15-17.5ft:4.97
17.5--20ft: 7.97
20 — 25
20 — 22.5 ft: 6.92
�
Tan and light orange micaceous SILT, minor clay
[ML].
.
22.5 — 25 ft: 8.83*
. Boring terminated at 25 feet by technician.
*Soil samples collected from 15 and 25 feet for laboratory analysis.
REMARKS: Boring located approximately
15 feet southeast of UST hold. Land
surface approximately 3 feet higher than at
UST hold. Soil samples collected using
direct -push technology and boring grouted
to land surface upon completion.
= • TEST. BORING LOG. . •
BORING NUMBER: GP-20
DATE DRILLED: 8/6/2008 .
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
.::.....::.:...:,:..rt:.::.:::.::...;...;....,
MID ATL ANTIC=ASS.00IATES;_ INC. •
Ti e.,: vironmenta! Solcitioris=People;
r
r

SAMPLE-
DEPTH
•(ft BLS) ..
OVA FIELD
SCREENING
RESULTS. (ppm) .
- - • •
SOIL DESCRIPTIONS •
[USCS-CLASSIFICATION] .
.
—
Boring located in grass
0 —4
0 — 5 ft 7.27 .
Red orange silty CLAY [CL].
4 — 6
.
Light orange and black clayey micaceous SILT
[ML].
J
6 —10
5 --10 ft: 5.89
Tan, light brown and light purple clayey micaceous
SILT[ML].
10 - 25
10-12.5ft:5.97
Tan, white and black micaceous SILT, minor clay
EML]'
'
12.5-15ft.6.23
15 —17.5 ft: 8.24*
17.5 — 20 ft: 6.97
20 — 22.5 ft: 5.98
22.5 — 25 ft: 5.80*
Boring terminated at 25 feet by technician.
'Soil samples collected from 15 and 25 feet for laboratory analysis.
REMARKS: Boring located approximately
15 feet southeast of UST hold. Land
surface approximately 3 feet higher than at
UST hold. Soil samples collected using
direct -push technology and boring grouted
to land surface upon completion.
TEST BORING LOG
BORING NUMBER: GP-21
DATE DRILLED: 8/6/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
. I..DI 4TLANTIC ASSOCIATES. INCH
The 'Environmental Solutions'People

SAMPLE
• DEPTH
. (ft BLS)
OVA FIELD
SCREENING
. RESULTS (ppm)
•.
SOIL DESCRIPTIONS`' • .
[USCS CLASSIFICATION] . • -
0.0 - 0.3
—
Asphalt at land surface (3 inches)
0.3 — 5
10.21 •
Red. orange and red brown silty CLAY [CL].
. 5 —10
8.94
Pinkish -red, light brown clayey SILT [ML].
, 10 —15
9.77
Tan and red purple clayey micaceous SILT EML].
I
.
15 - 25
15 —17.5 ft: 15.80*
Tan, white and orange micaceous SILT, minor clay
[Mg'
17.5 — 20 ft: 24.28
20-23ft:9.2
23 — 25 ft: 6.86*
Boring terminated at 25 feet by technician.
*Soil samples collected from 15 and 25. feet for laboratory analysis.
•
•
REMARKS: Boring located approximately
' 20 feet southwest of UST hold. Land
surface approximately 3 feet higher than at
UST hold. Soil samples collected using
direct -push technology and boring grouted
to land surface upon completion.
TEST BORING LOG
BORING NUMBER: GP-22
DATE DRILLED: 8/6/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
.......::..-..;...;,,..:..::.::. :_...:..:::....:::....:-..:.::,::-::-.; .;.
- MID: ATI ANTIC : ASSOCIATES! :INC
- ; • Tfie'Env roninenta%:•Sohi.00i -:People ,

SAMPLE
DEPTH
(ft BLS)
- OVA FIELD
SCREENING
RESULTS (ppm)
•
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0 — 3.5
0-5ft:9.27
Red orange silty CLAY [CL].
3.5 — 5
Light brown and tan clayey micaceous SILT [ML].
5 —14
5 - 8 ft: 10.37
Light brown, tan and black clayey micaceous silt '
with quartz fragments common 5 to 8 feet [ML].
14 -15
10 —15 ft: 34.74*
Light brown and medium brown clayey micaceous
SILT [ML]. ,
15 - 20
15 — 20 ft: 32.70
Light brown, tan, white and black clayey SILT [ML].
20 - 25
20 — 23 ft: 30.79
Tan and white micaceous SILT, little clay [ML].
23 — 25 ft: 38.88*
Boring terminated at 25 feet by technician.
*Soil samples collected from 15 and 25 feet for laboratory analysis.
•
REMARKS: Boring located approximately
20 feet southwest of UST hold and
adjacent to M�lll 8. Land surface
approximately 3 feet higher than at UST
hold. Soil samples collected using direct-
push technology and boring grouted to land
surface upon completion.
TEST BORING LOG..:: ,
BORING NUMBER: GP-23
DATE DRILLED: s1612oos
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People

SAMPLE•
DEPTH
Ift BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
•
SOIL DESCRIPTIONS
[USCS CLASSIFICATlONI
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0.3 — 7
13.8
Red orange silty CLAY ECU].
7 -18
5-10ft:8.97.
Light brown, clayey micaceous SILT [ML].
10-12.5ft: 11.24
12.5 — 15 ft: 13.79*
15 — 17.5 ft: 9.89
'
18 - 25
17.5--20ft:12.7
Tan, micaceous SILT, with little clay [ML].
20 — 23 ft: 15.66
23 — 25 ft: 28.69*
Boring terminated at 25 feet by technician
•
*Soil samples collected from 15 and 25 feet for laboratory analysis.
REMARKS: Boring located approximately
20 feet southwest of UST hold. Land
surface approximately 1 to 2 feet higher
than at UST hold. Soil samples collected
using direct -push 'technology and boring
grouted to land surface upon completion.
TEST BORING LOG
BORING NUMBER: GP-24 •
DATE DRILLED: 8/6/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES °= INC _
• - The Environmental Solutions People..
1
r

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0.3 — 5
0-5 ft:10.41
Light orange silty CLAY [CL].
5-10 ft: 9.87
.
10 -12.5 ft: 13.8
5 — 20
12.5 —15 ft: 18.7*
Light brown, white and orange silty CLAY [CL].
15 — 17.5 ft: 9.8
17.5 — 20 ft: 8.67
20 25
20 — 22.5 ft: 19.8
Light brown, red purple and tan clayey micaceous
-
22.5 — 25 ft: 31.24*
SILT [ML].
Boring terminated at 25 feet by technician.
*Soil samples collected from 15 and 25 feet for laboratory analysis.
•
•
TEST BORING::LOG...
REMARKS: Boring located approximately
BORING NUMBER: GP-25 •
20 feet northwest of UST hold. Soil
samples collected using direct -push
DATE DRILLED: 816/2008
PROJECT NUMBER: R1915.01
PROJECT: WI LCO HESS #351 CSA
technology and boring grouted to land
PAGE 1 OF 1
surface upon completion.
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Asphalt and gravel at land surface (3 inches)
0.3 — 5
0-5 ft: 5.47
Red -orange and black clayey micaceous SILT [ML].
•.5-10
5 --15
ft: 9.87
.
Red -purple and tan clayey micaceous SILT [MLA.
.
10 -12.5 ft: 9.21
12.5.-15 ft: 1 Q.85*
•
15-25
15-17.5ft:10.27
Tan and white micaceous SILT, little clay [ML].
17.5-20 ft: 8.71
20 — 23 ft: 12.97
23 — 25 ft: 14.7*
Boring terminated at 25 feet by technician.
*Soil samples collected from 15 and 25 feet for laboratory analysis.
•
REMARKS: Boring located approximately
20 feet northwest of UST hold. Soil
samples collected using direct -push
technology and boring grouted to land
surface upon completion.
.
TEST BORING LOG.
BARING NUMBER: GP-26
DATE DRILLED: 8/6/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
::_.:_._ .:...........:..:::.:.::.:::....: _
MID-ATt:ANTIC.:ASsOCIATES, INC..:
The Environmental Solutions People
r
r
r

SAMPLE
DEPTH
OVA FIELD
SCREENING
SOIL DESCRIPTIONS
(ft BLS)
RESULTS (ppm)
•[USCS CLASSIFICATION].
0.0 — 0.3
—
Asphalt at land surface (3 inches)
I
0- 5'=7.81
0.3 —11.0
5 — 7.5' = 1.90
Red orange silty CLAY [CL].
• •
7.5-10.0'= 1.97
10-12.5'=1.99*
11.0 -15
Light brown, slightly micaceous clayey SILT 1L].
12.5 -15' = 1.81
15 — 20'
15 —17.5' = 2.47
-
Tan, white and Tight brown, clayey micaceous SILT
�ML].
17.5 - 20' = 2.39*
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
. TEST BORING LOG
REMARKS: • Boring located approximately
BORING NUMBER: DGP- 27
20 feet northwest of diesel fuel dispensers
DATE DRILLED: 8/712008
PROJECT NUMBER: R 1915.01
and product lines. Soil samples collected
PROJECT: WILCOHESS #351 CSA
using direct -push technology and boring
PAGE 1 OF 1
grouted to land surface upon completion.
. . . :
MID:ATLANTIC ASSOCIATES; INC.
The :Environmental. Solutions People

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0.3 — 9.5'
0-5'=5.42
Reddish orange silty CLAY [CL].
5-7.5"=2.29
9.5 — 10'
7.5-10' = 2.88
Orange and brown clayey SILT [CL].
11712.5=2.89*
Reddish orange and tan clayey micaceous SILT
12.5 —15'= 2.14
15-17.5=3.27
17.5 — 20' = 3.39*
• Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for Iaboratory analysis.
REMARKS: Boring located approximately
20 feet northwest of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
• TEST .BORING LOG
•
BORING NUMBER: DGP• 28
DATE DRILLED: 81712008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
..:.
::.::. MI D-ATLANTIC_ ASSoCIATES;.INC.
.. •The: Enuironmenta! iOokok rii People • :
7
film
7

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
•
SOIL DESCRIPTIONS •
[USCS CLASSIFICATION]
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0.3 — 9.0
0-5' = 8.01
-
Red orange silty CLAY [CL].
5 -7.5 = 4.11
9.0 —10.5
7.5-10' = 3.99
Red orange clayey slightly micaceous SILT [ML].
10.5 —15
10-12.5 = 3.47*
Tan and black clayey micaceous SILT [ML].
12.5-15 = 3.91
15-20'
15-17.5' = 3.30
Tan, black and white slightly clayey micaceous SILT
Pal
= 3.56*
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
•
•
REMARKS: Boring located approximately
20 feet northwest of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
.TEST BORING LOG
BORING NUMBER: DGP- 29
DATE DRILLED: 8/7/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID ATLANTIC.ASSOCIATES;-*C.
= . -The: Erivironrnental.Solutions People. :
•

r
SAMPLE
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
DEPTH
(ft BLS)
0.0 - 0.4
--
Asphalt at land surface (4 inches)
0.4 — 8.5
0-5 ft: 3.29
Red -orange silty CLAY [CL].
5-7.5 ft: 3.64
8.5 --10
7.5-10 ft: 5.38
Red -orange clayey micaceous SILT [ML].
10 --15
10-12.5 ft: 737*
Light -brown tan clayey micaceous SILT [ML].
12.5-15 ft: 5.94
•
15 -- 20
15.0-17.5 ft: 3.64
Light -brown tan and black slightly clayey micaceous
SILT [ML].
17.5-20 ft: 3.69*
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
•
•
REMARKS: Boring located approximately
20 feet northwest of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
TEST BORING LOG
BORING NUMBER: DGP- 30
DATE DRILLED. 8/7/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
- :-., MID -ATLANTIC: ASSOCIATES, INC. _
:.:.::.The Environrnental:Solutions. People %
;.
r
rm

SAMPLE
DEPTH
(ft BLS)
- OVA FIELD
SCREENING
RESULTS (ppm)
. •
SOIL DESCRIPTIONS
EUSCS CLASSIFICATIONI
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0.3 — 8.5
0-5' = 2.86
Red orange silty CLAY [CL].
5-7.5 = 3.09
8.5 -11
7.5-10' = 2.87
Red orange clayey SILT [ML].
11 -- 20
10-12.51= 3.18*
Light brown and black clayey micaceous SILT [ML].
12.5-15' = 2.94
15-17.5 = 3.18
17.5-20'=3.01*
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
•
•
REMARKS: Boring located approximately
20 feet northwest of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
TEST BORING LOG
BORING NUMBER: DGP- 31
DATE DRILLED: 817I2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
:iil11D..:ATLANTiC ASSO.C!ATES;:�1NC..: .:._
.: :The �Er vironmenp4S.91utioris People.::==,

- SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS '
[USCS CLASSIFICATION]
0.0 - 0.3
—
-t
Asphalt at land surface (3 inches)
0.3 — 9
0-5' = 4.04
Reddish orange and black silty CLAY [CL].
.
5-7.6 = 3.57 .
9-10.5
7.5-10' = 3.64
Reddish brown clayey micaceous SILT [ML].
10.5-20
10-12.5' = 3.67*
.
Light brown and black clayey micaceous SILT [ML].
12.5-15' = 3.94
15-17.5' = 3.01
17.5-20' = 3.27*
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
.
REMARKS: Boring located approximately •
20 feet northwest of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
TEST BORING LOG.
BORING NUMBER: DGP- 32
DATE DRILLED: 817/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID::ATLANTIC:ASSQCIATES, INC. - ::
:.The;Environme►ita! Solutions,Pea ple- :,_ _:;
r

SAMPLE
DEPTH
BLS)
OVA FIELD
SCREENING
•(ft RESULTS (ppm)
•
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0.3 710
0-5 ft: 1.27
Red orange silty CLAY JCL]. • .
5-7.5 ft: 6.28
7.5-10 ft: 9.46*
10 --16
10-12.5 ft: 8.74
Red -orange and purple clayey micaceous SILT [ML].
12.5-15 ft: 9.09
16 -- 20
15-17.5 ft: 2.70
Tan slightly clayey micaceous SILT [ML].
17.5-20 ft: 2.91*
Boring terminated at 20 feet by technician.
Soil samples collected from 10 and 20 feet for laboratory analysis.
REMARKS: Boring located approximately
20 feet northwest of diesel fuel dispensers
and product lines. Soil samples collected
using . direct -push technology and boring
grouted to land surface upon completion.
TEST BORING LOG.
BORING NUMBER: DGP- 33
DATE DRILLED: 8/7/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA.
PAGE 1 OF 1
;
MOD.-ATLANTI.0 ASSOCIATES,. . INC.
--T.he:Environmental Solutions -People...•

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
•
•SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
— •
Concrete at land surface (3 inches)
1
0.3 — 8.0
0-8' ft: 8.13
Red orange silty CLAY [CL].
•
8.0— 11.0
5-7.5'=5.29
Medium orange clayey SILT CML].
7.5-10' = 6.04*
11 — 20
10-12.5'=5.97
Light brown, tan and black clayey micaceous SILT
[ML].
12.5-15' -- 6.81
15-17.5' = 4.73
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
•
REMARKS: Boring located approximately
20' feet southeast • of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
TEST BORING LOG
BORING. NUMBER: DGP- 34
DATE DRILLED: 8/7/2008-
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID ATLANTIC ASSOCIATES; INC.
The Environmental Solutions'People

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING .
RESULTS (ppm)
SOIL DESCRIPTIONS
IUSCS CLASSIFICATION]
. 0.0 — 0.3
—
Concrete at land surface (3 inches)
.0.3 — 6
0-5' = 3.89
Reddish orange silty CLAY [CL].
6 —20
5-7.5'=6.74
.
Light brown, reddish purple and black clayey slightly
micaceous SILT [ML].
7.5-10' = 4.87
10-12.5' = 6.77*
12.5-15'=5.94
15-17.5' =11.29
17.5-20' = 21.24*
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
• •
•
REMARKS: Boring located approximately
20 feet southeast of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
TEST BORING LOG
BORING NUMBER: DGP- 35
DATE DRILLED: 81712008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
...•..MID -ATLANTIC. ASSOCIATES,:. INC..
:The: -Environmental Solutions=People' .

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
•
SOIL DESCRIPTIONS
[USCS CLASSIFICATIONI
0.0 — 0.3
—
Concrete at land surface (3 inches)
0.3 - 6
0-5' = 3.72
Reddish orange silty CLAY [CLg.
6-15
5-7.5' = 3.68
Light brown reddish brown and black clayey 1
micaceous SILT [ML).
7.5-10' = 3.59
10-12.5 = 3.68*
12.5-15 = 3.51
15 - 20
15-17.5 = 3.69
Light brown, reddish purple and tan clayey micaceous
SILT [ML1.
17.5-20' = 3.5*
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
•
REMARKS: Boring located approximately
20 feet southeast of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
TEST BORING LOG
BORING NUMBER: DGP- 36
DATE DRILLED: 8/712048
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
• ; • . •.
.. • :: ;MID=ATLANTIC. ASSOCIATES, INC.. :.:
..;The Environmental Solutions People:.
f
r

SAMPLE
DEPTH
J (ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Concrete and gravel at land surface (3 inches)
0.3 -- 7
0-5 ft: 2.30
Reddish orange silty CLAY [CL].
7 —11
5-7.5 ft: 2.47 -
Reddish orange and Tight brown clayey micaceous
SILT [Mg.
7.5-10 ft: 2.81
11-18.5
10-12.5 ft: 7.27*
Light brown, tan clayey micaceous SILT [ML].
12.5-15 ft: 7.03
15-17.5 ft: 3.74
18.5 — 20
i,
17.5-20 ft: 8.51 *
Light brown, black and Tight purple clayey micaceous
SILT [ML].
Boring terminated at 20 feet by technician.
*Soil samples collected from 10 and 20 feet for laboratory analysis.
REMARKS: Boring located approximately
20 feet southeast of diesel fuel dispensers
and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
,
• TEST BORING .LOG .
BORING NUMBER: DGP- 37
DATE DRILLED: 81712008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
:.:.:..:..... :.:: .:. .: • : .,.•.... _ ..::.::.:...... -: • ....� .::.. ..,:
.:..'MID -ATLANTIC ASSOCIAT = •ES::•1NC.:
Th'e`:iivironmehlal=Sblutions:People::=:=-==:==

SAMPLE•
DEPTH
• (ft BLS)
OVA FIELD•
SCREENING
RESULTS (ppm) •
SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Concrete at land surface (3 inches)
0.3 -- 6
0-5' = 3.17
Reddish orange silty CLAY [CL].
6 —10.5
S 7.5'=3.93
Reddish orange clayey SILT [ML].
7.5— 0' = 3.70*
10.5-17
10— 2.5' = 3.52
Light brown, tan and white clayey micaceous SILT
[ML].
12.5-15' = 3.78
17 — 20
15-17.5' = 3.71
Light brown and black clayey micaceous SILT [ML].
17.5-20' = 3.97*
Boring terminated at 20 feet by technician.
•
*Soil samples collected from 10 and 20 feet for laboratory analysis.
•
•
REMARKS: Boring located approximately
20 feet southeast of diesel fuel dispensers
„ and product lines. Soil samples collected
using direct -push technology and boring
grouted to land surface upon completion.
TEST BORING LOG
BORING NUMBER: DGP- 38
DATE DRILLED: 8/7/2008 -
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
..
-;1V —ATLANTIC,,ASSQCIATES,.INC...
• .•:.:The.-nvironmental.,Soluf ohs::People :. =
= :
r
1

•
SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
SOIL DESCRIPTIONS .
[USCS CLASSIFICATION]
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0-5' = 4.23
0.3 — 9.0
Reddish orange silty CLAY [CL].
•9.0
5-7.5' = 4.67
—10.0
7.5-10' = 4.71
Reddish orange clayey micaceous SILT [ML].
10-12.5' = 4.77
Light brown and tan slightly clayey micaceous SILT
10-15
[ML].
12.5-15' = 5.94*
22
15-17.5' = 5.01
Light brown, tan, black and white clayey micaceous
15 -
17.5-20' = 5.27
SILT pg.
20-22.5'=6.77
22 - 25
Tan and reddish purple clayey micaceous SILT LML].
22.5-25' = 8.93*
Boring terminated at 25 feet by technician.
Boring advanced to define vertical extent of impacted soil. Hand auger used to
advance boring from 0 to 4 feet BLS to clear utilities.
*Soil samples collected from 15 and 25 feet for laboratory_ analysis.
•
•:.:•.TEST: BORING. LOG : .: ;
REMARKS: Boring located approximately 3
BORING NUMBER: DGP- 39
feet from diesel fuel dispenser and product
DATE DRILLED: 81712008
PROJECT NUMBER: R1915.01
line under canopy. Soil samples collected
PROJECT: WILCOHESS #351 CSA
using direct: push technology . and boring
PAGE 1 OF 1
grouted to land surface upon completion.
MID ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People

SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
• •SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Concrete at land surface (3 inches)
0-5' = 3.64
0.3 — 7.0
Reddish orange silty CLAY [CL].
5 7.5' = 3.79
•
7.5-10'=3.52
7.0 —15.0
10-12.5' = 3.50
Light brown and black clayey micaceous SILT [ML].
12.5-15'=3.84
15-17.51=3.67*
15.0--25.0
17.5-20' = 3.94
Light brown and red purple clayey micaceous SILT
20-22.5' = 6.57
[MU
22.5-25' = 6.67*
•
Boring terminated at 25 feet by technician.
Boring advanced to define vertical extent of impacted soil. Hand auger used to define
boring from 0 to 4 feet BLS to clear utilities.
Soil samples collected from 15 and 25 feet for laboratory analysis.
TEST: BORING ..LOG_..::_ .:: _..::
REMARKS: Boring located approximately 3
BORING NUMBER: DGP- 40
to . 5 feet from diesel fuel dispenser and
DATE DRILLED: 8/7/2008 -
product lines under canopy. Soil samples
-PROJECT NUMBER: R1915.01
collected using direct -push technology and
PROJECT: WILCOHESS #351 CSA
boring grouted to land surface upon
completion.
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
The Environmental Solutions People

S
'SAMPLE
DEPTH
(ft BLS)
OVA FIELD .
SCREENING
RESULTS (ppm)
. SOIL DESCRIPTIONS
[USCS CLASSIFICATION]
0.0 — 0.3
—
Asphalt at land surface (3 inches)
0.3 - 6.5
0-2.5' = 1.34
Reddish orange silty CLAY [CL].
2.5-5' = 1.79
5 7.5'=1.62
6.5 -10
7.5-10' =1.69*
Light brown, black and red purple clayey micaceous
SILT [ML].
Boring terminated at 10 feet by technician.
*Soil sample collected from 10 feet for laboratory analysis.
•
REMARKS: Boring located approximately 8
to 10 feet southwest of diesel fuel Iines
leading to truck refueling area near MW-2.
Soil samples collected using direct -push
•
technology and boring grouted to land
surface upon completion.
TEST; BORING LOG
BORING NUMBER: DGP- 41
DATE DRILLED: 8/7/2008
PROJECT NUMBER: R1915.01 .
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
The: Environmental Solutions People

• SAMPLE
DEPTH
(ft BLS)
OVA FIELD
SCREENING
RESULTS (ppm)
.
SOIL DESCRIPTIONS
[USCS CLASSIFICATION] •
0.0 - 0.3
—
Asphalt at land surface (3 inches)
0.3 - 6.0
0-2.5' = 2.47
Reddish orange silty CLAY [CL].
2.5-5' = 2.29
5-7.5'=2.49*
6 -10
7.5-10 - 2.40*
- Light brown, tan and black slightly clayey micaceous
SILT [ML].
Boring terminated at 10 feet by technician. .
*Soil sample collected from 10 feet for laboratory analysis.
REMARKS: Boring -located approximately
10 *to 12 feet southwest of diesel fuel lines
leading to truck refueling area near MW-2.
Soil samples collected using direct -push
technology and boring grouted to land
surface upon completion.
. TEST BORING LOG
BORING NUMBER: DGP- 42
DATE DRILLED: 8/7/2008
PROJECT NUMBER: R1915.01
PROJECT: WILCOHESS #351 CSA
PAGE 1 OF 1
MID -ATLANTIC ASSOCIATES, INC.
- •The..Fnvironmental _Solutions .People : .

LEGEND
0 MW-1
0 MW-10D
® YE-OW-1
MONITORING WELL LOCATION
DEEP MONITORING WELL. LOCATION (TYPE 110
VAPOR EXTRACTION PILOT TEST WELL LOCATION
UGHT POLE
UST PRODUCT UNES
ELECTRICAL UNES
PROPERTY BOUNDARY
REMEDIAL SYSTEM UNDERGROUND URUTY TRENCH
fa MW-23
•SP WATER SPIGOT
® FIRE HYDRANT
-s-a-s- SEWER UNE
T-T-T- TELEPHONE UNE
v—v—v— WATER UNE
TRUCK
PARKING
25' X 16'
SYSTEM FENCING
WITH 12' GATE
24• TRAFFIC RATED
(H-20) VAULT
SPEEDWAY #7971
10,000-GALLON
PREMIUM GASOUNE
UST
CONCRETE
APRON
PUMP
CONTAINMENT
SUMP
(GASOUNE
POINT)
20,000-GALLON
DIESEL USTe
FORMER PUMP
ISLAND AND
DISPENSER
UNDERGROUND
LECIRICAL UNES
0
MW-12
12,000-GALLON
REGULAR GASOLINE
UST
SCALE: 1 "= 40'
Y
0
w
U
w
W
Z
5 ..
Z
w

f
ro I1NITY MAP
Outfall #1
UT to Lyle
Creek
Outfall #2
HOW OR FORMERLY
LM. CANIPE
UT to Lyle
Creek
7
-
,
�
P5 NM/ /
RIM.1950.99
TNV-913,79
NOW OR FORMERLY
i•
/ CLARENCE E ROSEMAN. JR.
HORACE ISENHOWER.,JR.
10' OFFS
PROPERTY -.
I11NE, TY11
<1
910
97
30' R
• PP a
•
TO CONOVER
Ef — �R
1Rw
ASPHALT
PAVEMENT
K
an R ��� �... J RoCK 131,21—
a,'' LYRE
G
A2'
-xisting
Underground
Storm Sewer
E. 1541E Alp
ADAM. NOTES
MORTAR MIMS 1/2. - 1/e' THICK
ALL owicHaE To BE .500 P9
111E P911RW M FLOOR SAL TO RE Aw1.1511m RV FORMING.
• ALL Gnat MY:yros 513i44, DEMO . wow 1•X 'at Wants AvnR MOLL
OE
ow' D sums
C0NMER ORER HAT01 RE u5m MCOMM1RM OF Il/Aro COMGAY EOMRB AO MqFAEu f WIL BE 1RFO. (Pm.. 19019 GII BE WE0)
fOP e_Q N 1DG0 at LESS 1 sE 0' 0001 0.4R 9'-R IN How Ise 12.
RRL TO 9-0' FROM TOP M sou. Rio Y FOR THE ROMMR0
FOR FRAME ANS GMT: OCTAL SFE SMNWp OEMS.
OLSIDE N 1001051 040 BRATR SNO IENULL BE SII9W2f OVEN HMI WE
DOUBLE CATCH -BASIN DETAIL
NOT TO SCALE
od
ft,W ✓AkA�
/Im+/of foe)
Proposed discharge to
existing underground
storm sewer
Jig`
F1 - loam., BRIE, ,
00' R g0
onooLoi .
• PM.'"
%.
to e50,7LOGti- —
0977.0 RP•T
Cr>, SIGN O,
9[41DON5
DATE
0)
(1FSICRm RHW
OWN BSW
CHECKED RHW
- PROJECT RHW
MANAGER
80T 51� 1'=50•
(
02 0 60 100-
20 p 1 S 1 P
z
''BYNM,jG��
F+iN.N�jO 7 �
9A' P, c 3t5oIi i '�
NCt
CORPORATION
T
100
DE LINE ONLY-
H 70•29.17. E
054.75'
LOCA11G1
FROM
TO
OCR 01 FES 11
8c0 1E FES 42
L (R)
56
PIPE SCHEDULE
PIPE
�(h TYPE T
=1 0
b 011
REMARKS
5 (h(
JD 0' R01 C 1B'LY20'
EDR
CATCH BASIN SCHEDULE
BINUC1URE
MyATC 1
1gW
B
RIM/TOP OF am
WY. IN -
OUT
pg
_NI_
- 9_'
o aD-SEittux7 -...•
1YS j7
R$
1 T
I.
.ICAO
1140
FCiRFT.
PROPOSED CONTOUR _ V
Emma IDHIOUR ——ItVaD—
STORM PIPE
LEGEND
ENERGY 0155AAT0R al#4 FES /2
'CATCH BASIN ❑ CB 17
CONTROL 15 REFERENCED' FROM !CGS MONUMENT ROCY BARN
AND A BEARING OF N 70'27'SI3. E - 354.72' TO A
CONCRETE R/W MARKER (MAY BE SOUTHEAST CORNER OF THIS PROPERTY).
ALL LINES SHOWING BOUNDARY WERE PREPARED FROM INFORMATION
SAM ROWE, 00. DATED OCT. 4, 1994.
THE TOPOGRAPHIC INFORMATION..WAj.LREATED_HY.-NCUC-06RP.-PRO(�I'A FIELB SURVEY
-ROY,-.ILRNEFEnTaff—:9ATED MARCH I. 19.95.. .-.
NOTE:
THE TOTAL SITE EXCAVATED:
CUT VOLUME = 153126.14 CY
FILL VOLUME = 112412.13 X 1.20 COMPACTION RATE = 134894.56 CY
ANY EXCESS SOIL WILL BE WASTED ON SITE.
• -/ HMS MONUN(M ROOK BARN (HAD B3)
N - 724000.505, E - 135100,040, ELEV.. 015.72.
LOCATED ON THE SOITHSDE OF FOG( BARN ROAM
AND WEST Of EIREWE OVER 1-40.
6.) tLCO s �
Cerro✓eA. flC
336,5°1
NONNI CAROLINA
DESIGN CONSULTANTS
CA% ENCMY1RING DMSON
4190 HIGHWAY 16 50UIH
NEWTON, HC z86s8
[phone] OFHCE
[phone] FAX
NEW WILCO SERVICE STATION
CONE TOWNSHIP - CATAWBA COUNTY, NC
FOE
A.T. WILLIAMS OIL COMPANY
5446 UNNERSRY PARKWAY
WINSTON-SALEM, NC 27109
SITE GRADING &
STORM DRAINAGE
LATE: Nov.. 1904
JOB N0._ 145-00T
DRAWING
NO.IWLCI
SHEET 1 OF 2

TRAILER
x 24' DOUBLE BACK DOORS. SINGLE SIDE 000R, Mt DUAL AXLES a
SOUND ATTENUATION - JUST IN PROCESS ROOM
FLOOR SEALED AND UP 4' ON WALLS
ADO AN ANCHOR POINT TO EACH CORNER OF TRAILER FOR TIE -DOWNS • CUSTOMER WILL SUPPLY TIE -GOWNS.
14) HEAVY DUTY LEVELING JACKS - OPTION 5
THIRD PARTY CERTIFIED • OPTION
fl\AL 9I-S
PRESSURE GAUGE 0-200"WC •
PRM-
PRESSURE FRAN STMI ITER
6" SCH 40 PVC DISCHARGE -' PRM-PG i LEM1040wCCx
ADDED U-BOLT FOR TIE - DOWN
EACH CORNER
T._
FROM OWS Plt POUT
G\
O.
� ,p
DISi:MARGE LEL TRANSMITTER
�.0 LIOOELWITH FLOW 'TH uLIGI- HIT
18- XP FAIL
CANAR5:
` .INLET' FILTER
AERATOR BLOWER-
GAST R6340R-50
4HP 48GV 3PH XP
AIR DIFFUSER AERATOR
PRM DA-50
GRAt1 ' ;LED"
'LED
SITE TUBE WITH
THREE FLOAT ST.n" -�j�`
,.-PLUMB TO DISCHARGE OUTLET
% ABOVEOWS
AERATC8R PUMP-
AMT 4890-95
STANDARD HEADER
WITH WYE STRAINER
rLIQUID PHASE CARBONS
1.25' CHECK VAVLE - � PRM HP-200 - REACTIVATED CARBON
�CAMLO`'E
ADDED U-BOLT FOR TIE - DOWN �.
EACH CORNER
'BYPASS AROUND CARBONS
\OT D
\BAG FILTER
PRM SS BANDED UNIT - OPTION
500 GALLON PRODUCT TANK
SINGLE WALL
O
3/4" VENT
5' TALL WITH DOUBLE 90
I73" GALV. STEEL DISCHARGE
/ 5' ABOVE TRAILER
PRESSURE GAUGE 0.601WC
PRM - PGCNBTY630452J60WCV
/TEMPERATURE GAUGE 32-400`F
PRM THERMOBTY800551
(•SAMPLE PORT, r�
-SITE TUBE WITH
THREE FLOAT STEM
DPE INLETS
h.
/,.•
▪ M- S-120
.' INTERNAL FILTER
,` SOLBERG 245P
f INTERNAL DEMISTER
i
- :
•y ANOL'� DRAIN ,am ?�
1' ` ^� I I ,'4VVE STRAINER
/ a' LS
)1/ i` i
i w.
VACUUM REUEF VALVE
/ jJ KUNDKLE 912BEDM01.OE0028
ONJ DILUTION AIR IN -ET
TO AST.
. 1'
La
4" SCH BO PVC
II /`2" SCH 80 P\WC UNION
lit ly
,71
P
0-100 SCFM ROTOMETER
PRM DFG-50
II `-
•
•rp�, r2 PVC COMPACT BALL VALVES
FO Ofl
2" INLET
CONNECTION BY OTHERS
,END WITH 2" EDS AND MALE CAMLOCKS
-HIGH AND LOW OIL SWIT 2" GATE VALVE WITH
SOLBERG FS-31P-200
IACUUEI TRANS).1I TEP
PRM PT I002O1-1GX
~1-I0UIO RING PUMP
DEKKER VMAX0303K
20HP J80V 3PH TEFC
-TEMP TRANSLIiTTER
-INLET VACUUM GAUGE
---
ROOM LEL Tr::;N6\PT IER
RC MODEL." -IS
SITE TUBE WITH-.
THREE FLOAT STEM
XP HEATER
VENT
. 1" DRAIN
OWS PUMP
AMT 5473-3'd
STANDARD HEADER
WITH WYE STRAINER
:I.4HP 480V :+PH TEFC
,LED
OWS-20
WITH SUMP
MS PUMP
CONTINENTAL CPM44-CSOMP
VITON ADDER
STANDARD HEADER
I HP 480V 3PH TEFL
PH SENSOR IN PH LOOP-
TO KEEP FLOODED
RAIN GAUGE
GRAINGER 3KLT2
41 LI
2" SCH 80 PVC UNION
z VAL EC
2" SCH 80 PVC LEGS
TIO\
x 12" LONG CLEAR PVC
054
FERNCO
[`J t✓� A-30' HG VACUUM GAUGE
ISGCNBTY630252230HG
BACK MOUNT
/1.25" CLEAN WATER DISCHARGE TO EXTERIOR
/-2" PRODUCT DISCHARGE TO EXTERIOR
EMERGENCY STOP BUTTON'
20 HP VFD FOR DEKKER
ACS355-03U-31A0-4
_ NEMA KIT
CONTROL
PANEL
EMERGENCY STOP
BUTTON
PROCESS ROOM FAN
,TEMP TRANSMITTER
NON-XP FAN
CANARM
,,P ls:N
8.Ers
LIGHTNING PROTECTION
100AMP HIGH VOLTAGE LOAD CENTER
W/ MAIN BREAKER
5 KVA TRANSFORMER
480 TO 12012301PH
LOAD CENTER
LOW VOLTAGE
—LIGHT SWITCH
,GFCI
ADDED U-BOLT FOR TIE - DOWN
EACH CORNER
ELECTRIC SPACE HEATER
ZORO - G8501376
100 AMP PIN
PASS & SEYMOUR
PS4100P7-W
"-25" OF CABLE
HANG ON FRONT
OF TRAILER
ADDED U-BOLT FOR TIE - DOWN
EACH CORNER
NO. REVISION
CORD, PH, ADD E-STOP OUTSIDE
TRAILER LAYOUT DETAIL
PROJECT TITLE
W
Fc
0 CV
M
Jam
yJ�Q
W
oaf
LU Z
a$z
(n117 W
:AC I7ILEr
08/29/i 7
SCAL::
N I S
25 "WATER TOTALIZER -!MATER DISCHARGE
-t•HITH PULSE OUTPUT - WM 125PV5
PH PROCESS CONTROLLER 1
WALCHEM MODEL WPHIWPD400 SERIES
DRAWIG 10

LINE IDENTIFICATION CODES
VALVE AND PIPING SYMBOLS INSTRUMENT IDENTIFICATION
LINE NUMBERING
PROCESS PIPE
W"-XXX-YY-Z
. IJ I
INSULATION CLASS
PIPING MATERIAL
- PROCESS LINE ABBREVIATION
LINE SIZE (INCHES)
PIPING MATERIAL IDENTIFICATION
CPVC CHLORINATED POLYVINYL CHLORIDE
CS CARBON STEEL
COP COPPER
CPP CORRUGATED PLASTIC PIPE
CIP CAST IRON PIPE
DIP DUCTILE IRON PIPE
FH FLEXIBLE HOSE
GAL GALVANIZED STEEL PIPE
NYL NYLON
PE POLYETHYLENE PIPE
PP POLYPROPYLENE PIPE
PVC POLYVINYL PIPE
RUB RUBBER HOSE
SS STAINLESS STEEL
PROCESS LINE ABBREVIATIONS
AIR AIR, ATMOSPHERIC PRESSURE
BW BACKWASH
CA COMPRESSED AIR
CD CONDENSATE
CF CHEMICAL FEED
CGW CONTAMINATED GROUNDWATER
D DRAIN
EFF EFFLUENT
EXH EXHAUST
GW GROUNDWATER
LFG LANDFILL GAS
NPW NON -POTABLE WATER
P PRODUCT
PW POTABLE WATER
S SANITARY
SL SLUDGE
SP SAMPLE PORT
STS STORM SEWER
TF TOTAL FLUIDS
✓ VENT
VAP VAPOR
LINE CODING
3 3
PROCESS FLOW
PNEUMATIC SIGNAL
WIRELESS SIGNAL
ELECTRICAL SIGNALS
4-20mA / LOW VOLTAGE
LINE VOLTAGE
IS
PROCESS PIPE CONVEYANCE
LIQUID CONDUIT
VAPOR CONDUIT
GLOBE VALVE fj BASKET TYPE STRAINER
GATE VALVE ▪ Y-TYPE STRAINER
BUTTERFLY VALVE I-8-1 DUPLEX STRAINER
N CHECK VALVE 0 SLEEVE COUPLING (SC)
4 PLUG VALVE T FLOOR DRAIN
14 3-WAY VALVE T EQUIPMENT DRAIN
• ANGLE VALVE CLEANOUT (CO)
• RELIEF OR SAFETY VALVE -0 REMOVABLE PLUG
rT(1 BALL VALVE -H REMOVABLE CAP
W GLOBE VALVE EXHAUST TO ATMOSPHERE (INSIDE)
SELF -CONTAINING PRESSURE t EXHAUST TO ATMOSPHERE (OUTSIDE)
^VICGI REGULATING VALVE
g KNIFE GATE VALVE >1 REDUCER
gp BACKFLOW PREVENTER 111 UNION
NO NORMALLY OPEN -C QUICK DISCONNECT COUPLING
NC NORMALLY CLOSED
-IIBF BLIND FLANGE
HJ-kj-I FLEXIBLE HOSE HI- FLANGE
(DI FLEXIBLE COUPLING
-X- DAMPER
MOTOR DRIVEN TEST PORT WITH STOP COCK VALVE
4 SAMPLE PORT
1
VALVE OPERATOR SYMBOLS
SOLENOID
MOTOR, ELECTRIC
DIAPHRAGM
ORIFICE PLATE
PITOT TUBE
THERMAL MASS FLOW METER
DIAPHRAGM WITH POSITIONER
T HANDWHEEL OR LEVER
CHAINWH EEL
PRIMARY ELEMENT SYMBOLS - FLOW
ROTOMETER
PUMP
FLUME
��— WEIR
8
TURBINE OR PROPELLOR
TYPE METER
—CD-- MAGNETIC FLOW METER
EQUIPMENT SYMBOLS
PNEUMATIC DIAPHRAGM
PUMP
LIQUID RING VACUUM PUMP
TOTALING FLOW METER
BLOWER
AIR COMPRESSOR
F i POSITIVE DISPLACEMENT PUMP
SCREW PUMP
FIT-100A
tl ul
L SUFFIX (NOT NORMALLY USED)
- LOOP NUMBER
- SUCCEEDING LETTERS
- FIRST LETTER
FUNCTIONAL ABBREVIATIONS
DO DISSOLVED OXYGEN OC OPEN -CLOSE
FC FAIL CLOSED 00 ON -OFF (MAINTAINED)
FI FAIL INTERMINATE ORP OXIDATION REDUCTION POTENTIAL
FL FAIL LOCKED OSC OPEN -STOP -CLOSE (MOMENTARY)
FO FAIL OPEN SS START -STOP (MONENTARY)
HOA HAND -OFF -AUTOMATIC VFD VARIABLE FREQUENCY DRIVE
I/1 CURRENT -TO -CURRENT
I/P CURRENT -TO -PNEUMATIC
LEL LOWER EXPLOSIVE LIMIT
LR LOCAL -REMOTE
I LEL I LEL METER
0 TEMPERATURE TRANSMITTER
I EPTI DIF PRESSURE TRANSMITTER
IPT I PRESSURE TRANSMITTER
VACUUM TRANSMITTER
PRESSURE SWITCH
TEMP SWITCH
GENERAL INSTRUMENT SYMBOLS
LOCALLY MOUNTED
FRONT -OF PANEL MOUNTED
BACK -OF -PANEL MOUNTED
OI INTERLOCK
PURGE
PLC FUNCTION BLOCK
INSTRUMENT IDENTIFICATION TABLE
FIRST LETTER
SUCCEEDING LETTERS
MEASURED OR
INITIATING VARIABLE
MODIFIER
READOUT OR
PASSIVE FUNCTION
OUTPUT FUNCTION
MODIFIER
A
ANALYSIS
ALARM
B
BURNER FLAME
C
CONDUCTIVITY
CONTROL
D
DENSITY (SP, GR)
DIFFERENTIAL
DRIVE
E
VOLTAGE
PRIMARY ELEMENT
F
FLOW RATE
RATIO
G
GAUGING (DIMENSIONAL)
GLASS
H
HAND (MANUAL)
HIGH
I
CURRENT
INDICATE
J
POWER
SCAN
K
TIME OR SCHEDULE
CONTROL STATION
L
LEVEL
LIGHT (PILOT)
LOW
M
MOISTURE OR HUMIDITY
MIDDLE
N
0
ORIFICE
P
PRESSURE
POINT (TEST)
O
GIANT. OR EVENT
INTEGRATE
R
RADIOACTIVITY
RECORD OR PRINT
S
SPEED OR FREQ.
SAFETY
SWITCH
T
TEMPERATURE
TRANSMIT
U
ULTRAVIOLET
MULTIFUNCTION
V
VARIABLE
VALVE OR DAMPER
W
WEIGHT OR FORCE
WELL
X
THERMOCOUPLE
UNCLASSIFIED
y
VIBRATION
RELAY OR COMPUTE
Z
POSITION
DRIVE, ACTUATE
PRODUCT RECOVERY MANAGEMENT
w
Z
O
m
f
❑ 0
Z p.
Z
-JW r Q U
Z
w f1 W
F O 0 ji
Wo!Z
N 8
ya
w
� M
0 (V
J a
a a 0
Lij
5 w 0
0
z WaZ
0
d O Z
U) U) W
DATE:
12/8/16
SCALE:
NTS
DRAWING NO.
P&ID-1

PLC
HON
,HOA;
iji
2"-SCH AO - PVC
CLEAR PVC
HG
V)
2
0
LL
N,
I \
INLET HEADER
4"-SCH 80 - PVC
7'7 ,
0-30" HG
VI‘)
0
u_
i
FROM WELLS
0
`.9
PART.
FILTER
.r7
MANUAL
DILUTION
, 0-100 SCFM
-30" HG
VI ,
PART.
FILTER
VI
LSHH )
LSH
CLEAN LSL
OUT
1" DRAIN
MOISTURE
MS-120
i
\ ,
RETURN
MS TRANSFER PUMP
( PI )
TO WATER TREATMENT ▪ >
TO ATMOSPHERE
1-1
AFTERCOOLER
TH EE WAY THERMOSTATIC VALVE
w
0
z
2
(.9
z
0
1—
z
w
cc
U)
z
z
an
eal (f)
W
0
Ce
DUAL PHASE EXTRACTION SYSTEM
PROJECT TITLE
0
0
z
• ce
<
* co z
>-
u
0
>
w
uj c4). Z
• e- C.)
ti
uJ
frt
0 C \
—J <
—J
w 0
a. •
w Z
0 0
(1) Ls) 11J
CAD FILE
SPEDWAY
A7:
08/29/17
SC Xi;
N TS
DRAW: N:0,
PD —2

PLC
17-7-1
\ A
/L'i•
\ A
HOX
iHOA
I\ /1 HOPy
PULSE
17
LEL
PROCESS ROOM LEL
INLET
'>-
1-7
E1RA-N
LSHH
PRODUCT TANK
OWS-20
OIL WATER SEPARATOR
OWS
SUMP
1- LSI-1
LSL
1" DRAIN
OWS TRANSFER PUMP
AST BLOWER
DK---
1" DRAIN
PRIV DA-SO
- LSHH
— .
- LSH
- LSL
AST TRANSFER PUMP
•
1" DRAIN
eAg FjeP5i
•
:•-?.10-7.11!
!Jc.7s
HP-200
\PULSE
PH
N/1
CLEAN WATER DISCHARGE
uJ
NO. REVISION
0
CC
Z
cn CC
It Z
< CI
w 1•"1
g a C4 0
w ( Z
a. 0
g t.)
z
EIRAWNO 1,13