WI0100106_Permit (Modification)_20130730

IBLE
BUNNELL-LAMMONS ENGINEERING, INC.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
July 30, 2013
Underground Injection Control Program
DWQ - Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
Attention: Mr. Thomas Slusser, L.G.
Program Manager
Subject: UIC Permit Application (UIC-5I/5T)
Permit Renewal with Modification
UIC Permit No. WI0100106
Former Andrex Industries Facility
180 Deaverview Road
Asheville, North Carolina
BLE Project Number J12-1022-35
Groundwater Incident Number 6586
Brownfields Project Number 07022-03-11
Dear Mr. Slusser:
Bunnell-Lammons Engineering, Inc. (BLE) is pleased to submit documents for renewal of the UIC
permit at the subject site. As we discussed, the renewal includes modifications which primarily
consist of the addition of permanent injection wells. Additionally, this renewal includes only
information germane to the proposed modifications to the existing permit. Please refer to the
information previously submitted in the prior permit application for documentation of site history,
hydrogeologic conditions, and injectant information, etc.
As required by the existing permit, an Interim Evaluation Report of the prior injections and
monitoring results to date will be prepared and submitted under separate cover. Please note that an
updated groundwater elevation map and plume map are included in this application for reference.
6004 PONDERS COURT PHONE [phone]
GREENVILLE, SOUTH CAROLINA 29615 FAX [phone]

North Carolina Department of Environment and Natural Resources
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation (15A NCAC 02C .02251 I Tracer Injection (15A NCAC 02C .02291
Do not use this form for the following:
• in situ remediation, tracer, or aquifer test injection wells permitted by rule (ref. 15A NCAC 02C .0217)
• remediation systems that reinject treated contaminated groundwater (ref. 15A NCAC 02T .1600)
Application Number (to be completed by DWQ):
I. APPLICATION INFORMATION
1. Project is: [ ] New [ ] Modification [ ] Renewal without modification [X] Renewal with modification
2. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number WI0100106 and the issuance date December 22, 2010
For renewal without modifications, fill out sections I & II only, sign the certification on the last page of this form, and obtain
the property owner's signature to indicate consent (if the applicant is not the owner).
For all renewals, submit a status report including monitoring results of all injection activities to date.
II. WELL OWNER ( )
1. Name: Milkco, Inc (non -responsible parW
2. Signing Official's Name*: Mr. Keith Collins Title: President
* Signing Official must be in accordance with instructions in Part IX on page 5.
3. Mailing address of applicant: Milkco, Inc.
PO Box 16160
City: Asheville State: NC Zip: 28816
4. Telephone number: 828-254-9560 Email: keith&milkco.com
5. Status (choose one): Individual X Business/Org. Federal State County Municipality
III. PROPERTY OWNER (if different than well owner)
1. Name:
2
3
4
IIII.
Physical address:
City: State: Zip:
Mailing address:
City:
Telephone number: Email:
State: Zip:
PROJECT CONTACT — Person who can answer technical questions about the proposed injection project.
1. Name: Andrew W. Alexander, PG, RSM Title: Senior Hydrogeologist
2. Company: Bunnell-Lammons Engineering, Inc. (BLE)
3. Address: 6004 Ponders Court
4. City: Greenville State: SC Zip: 29615
5. Telephone number
864-288-1265
Email: andy@,blecorp.com
Revised 10/8/2012 UIC-5I/5T Pagel of 5

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
V. FACILITY INFORMATION
1. Facility name: Former Andrex Industries Corp. Ph#: Not Applicable
2. Mailing address: 180 Deaverview Road (Physical Address of Unoccupied Parcel)
City: Asheville County: Buncombe State:NC Zip: 28806
3. Geographic Coordinates: Latitude: N 35.580496 ° Longitude: W 82.613115 °
Reference Datum: Center Parcel Accuracy: Unknown
Method of Collection: Goode Earth
4. Brief description of business: Former Textile Dyeing and Finishing Facility
VI. INCIDENT DESCRIPTION
1. Source and date of contamination: Textile dyeing and finishing. Use of PCE for industrial textile cleaning_
2. List all contaminants present in soils or groundwater at the site (contaminants may be listed in groups, e.g., gasoline,
diesel, jet fuel, fuel oil, chlorinated ethenes, chlorinated ethanes, metals, pesticides/herbicides, etc):
Chlorinated ethenes, Chlorinated ethanes (trace level), petroleum hydrocarbons
3. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)?
[ ] Yes If yes, list maximum measured separate phase thickness: feet
[X] No If no, list maximum concentration of total VOCs observed at site: (MW-5) 49,830 ppb
4. Agency managing the contamination incident:
[ ] UST Section [ ] Superfund Section (including REC Program and DSCA sites)
[ ] DWQ Aquifer Protection Section [ ] Solid Waste Section
[ ] Hazardous Waste Section [X] Other: Brownfields Program
5. Incident manager's name: Ms. Tracy Wahl Ph#: 828-251-7465
6. Incident number or other incident mgmt. agency tracking number:
Brownfields Project Number 07022-03-11 & Groundwater Incident No. 6586
VII. PERMITS
List all applicable permits or construction approvals issued for the facility or incident:
1. Hazardous Waste Management program permits under RCRA: Former RCRA ID No. NCD074498387
2. DWQ Non -Discharge or NPDES permits:
3. County or DEH subsurface wastewater disposal permits:
4. Other environmental permits required by state or federal law:
See attached Summary of Permits Issued revised (Table 1)
Revised 10/8/2012 UIC-5I/5T Page 2 of 5

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
VIII. ATTACHMENTS — provide the following information in separate attachments. The attachments should be
clearly identified and presented in the order below to expedite review of the permit application package.
1. INJECTION ZONE — Per 15A NCAC 02C .0225(e)(2) specify the horizontal and vertical portion of the subsurface within
which the proposed injection activity will take place and beyond which no violations of groundwater quality standards
shall result from the injection as determined by an approved monitoring plan. The determination shall be based on the
hydraulic properties of the specified zone. Provide any supporting documentation in a separate attachment.
2. HYDROGEOLOGIC EVALUATION — Per 15A NCAC 02C .0225(e)(3) provide a hydrogeologic evaluation of the
injection zone that includes all of the following:
(A) Regional and local geology and hydrology;
(B) Changes in lithology underlying the facility;
(C) Depth to bedrock;
(D) Depth to the mean seasonal high water table;
(E) Hydraulic conductivity, transmissivity, and storativity, of the injection zone based on tests of site -specific
material, including a description of the test(s) used to determine these parameters;
(F) Rate and direction of groundwater flow as determined by predictive calculations or computer modeling; and
(G) Lithostratigraphic and hydrostratigraphic logs of any existing test and injection wells.
3. INJECTANT INFORMATION — Per 15A NCAC 02C .0225(e)(5) list each injectant in the space below and provide the
following information for each injectant. NOTE: Approved injectants can be found online at
http://portal.ncdenr.orQ/web/wq/aps/gpro. All other substances must be reviewed by the Division of Public Health,
Department of Health and Human Services. Contact the UIC Program for more information (Ph# 919-807-6496).
1 % milk solution in water
No changes are proposed to the injectant which is on the Approved Injectants list.
(A) MSDS, concentration at the point of injection, and percentage if present in a mixture with other injectants;
(B) The source of fluids used to dilute, carry, or otherwise distribute the injectant throughout the injection zone. If
any well within the area of review of the injection facility is to be used as the fluid source, then the following
information shall be submitted: location/ID number, depth of source, formation, rock/sediment type, and a
chemical analysis of the water from the source well, including analyses for all contaminants suspected or
historically recognized in soil or groundwater on the site;
(C) A description of the rationale for selecting the injectants and concentrations proposed for injection, including an
explanation or calculations of how the proposed injectant volumes and concentrations were determined;
(D) A description of the reactions between the injectants and the contaminants present including specific breakdown
products or intermediate compounds that may be formed by the injection;
(E) A summary of results if modeling or testing was performed to investigate the injectant's potential or susceptibility
for biological, chemical, or physical change in the subsurface; and
(F) An evaluation concerning the development of byproducts of the injection process, including increases in the
concentrations of naturally occurring substances. Such an evaluation shall include the identification of the specific
byproducts of the injection process, projected concentrations of byproducts, and areas of migration as determined
through modeling or other predictive calculations.
4. INJECTION PROCEDURE — Per 15A NCAC 02C .0225(e)(6) submit a table with a detailed description of the proposed
injection procedure that includes the following:
(A) The proposed average and maximum daily rate and quantity of injectant;
(B) The average maximum injection pressure expressed in units of pounds per square inch (psi); and
(C) The total or estimated total volume to be injected.
Revised 10/8/2012 UIC-5I/5T Page 3 of 5

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
5. FRACTURING PLAN (if applicable) — Per 15A NCAC 02C .0225(e)(7) submit a detailed description of the fracturing plan
that includes the following:
(A) Material Safety Data Sheets of fracturing media including information on any proppants used;
(B) a map of fracturing well locations relative to the known extent of groundwater contamination plus all buildings,
wells, septic systems, underground storage tanks, and underground utilities located within the Area of Review;
(C) a demonstration that buildings, wells, septic systems, underground storage tanks, and underground utilities will
not be adversely affected by the fracturing process;
(D) injection rate and volume;
(E) orientation of bedding planes, joints, and fracture sets of the fracture zone;
(F) performance monitoring plan for determining the fracture well radius of influence; and
(G) if conducted, the results of geophysical testing or pilot test of fracture behavior conducted in an uncontaminated
area of the site.
6. WELL CONSTRUCTION DETAILS — Per 15A NCAC 02C .0225(e)(8) submit the following information in tabular or
schematic form as appropriate for each item:
(A) number and depth of injection wells;
(B) number and depth of borings if using multi -level or "nested" well systems;
(C) indication whether the injection wells are existing or proposed;
(D) depth and type of casing;
(E) depth and type of screen material;
(F) depth and type of grout;
(G) indication whether the injection wells are permanent or temporary "direct push" points; and
(H) plans and specifications of the surface and subsurface construction details.
7. MONITORING PLAN — Per 15A NCAC 02C .0225(e)(9) submit a monitoring plan that includes the following:
(A) target contaminants plus secondary or intermediate contaminants that may result from the injection;
(B) other parameters that may serve to indicate the progress of the intended reactions;
(C) a list of existing and proposed monitoring wells to be used; and
(D) a sampling schedule to monitor the proposed injection.
Monitoring wells shall be of sufficient quantity and location to detect any movement of injection fluids, injection process byproducts,
or formation fluids outside the injection zone. The monitoring schedule shall be consistent with the proposed injection schedule, pace
of the anticipated reactions, and rate of transport of the injectants and contaminants.
8. WELL DATA TABULATION — Per 15A NCAC 02C .0225(e)(10) provide a tabulation of data on all existing or abandoned
wells within the area of review of the injection well(s) that penetrate the proposed injection zone, including monitoring
wells and wells proposed for use as injection wells. Such data shall include a description of each well's type, depth, and
record of construction or abandonment.
9. MAPS AND CROSS -SECTIONS — Per 15A NCAC 02C .0225(e)(11) provide scaled, site -specific site plans or maps
depicting the location, orientation, and relationship of facility components including the following:
(A) area map based on the most recent USGS 7.5' topographic map of the area, at a scale of 1:24,000 and showing the
location of the proposed injection site;
(B) topographic contour intervals showing all facility related structures, property boundaries, streams, springs, lakes,
ponds, and other surface drainage features;
(C) all existing or abandoned wells within the area of review of the wells listed in the well data tabulation that
penetrate the proposed injection zone;
(D) potentiometric surface map(s) that show the direction of groundwater movement, existing and proposed wells;
(E) contaminant plume map(s) with isoconcentration lines that show the horizontal extent of the contaminant plume
in soil and groundwater, and existing and proposed wells;
(F) cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical extent of
the contaminant plume in soil and groundwater, major changes in lithology, and existing and proposed wells; and
(G) any existing sources of potential or known groundwater contamination, including waste storage, treatment, or
disposal systems within the area of review of the injection well or well system.
Revised 10/8/2012 UIC-5I/5T Page 4 of 5

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
IX. CERTIFICATION* (to be signed as required below or by that person's authorized agent*)
NCAC 15A 02C .0211(e) requires that all permit applications shall be signed as follows:
1. for a corporation: by a responsible corporate officer
2. for a partnership or sole proprietorship: by a general partner or the proprietor, respectively
3. for a municipality or a state, federal, or other public agency: by either a principal executive officer or
ranking publicly elected official
4. for all others: by the well owner.
*If an authorized agent is signing on behalf of the applicant, then supply a letter signed by the applicant
that names and authorizes their agent.
"I hereby cert� under penalty of law that I have personally examined and am familiar with the information
submitted in this document and all attachments therein, and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is true, accurate, and
complete. I am aware that there are penalties, including the possibility of fines and imprisonment, for submitting
false information. I agree to construct, operate, maintain, repair, and if applicable, abandon the injection well(s)
and all related appurtenances in accordance with the approved specifications and conditions of the Permit. "
Printed Name and Title: Mr. Keith Collins, President
Signature: Date:
- `7A
X. CONSENT OF PROPERTY OWNER (if the property is not owned by the permit applicant)
"Owner" means any person who holds the fee or other property rights in the well being constructed. A well is real
property and its construction on land shall be deemed to vest ownership in the land owner, in the absence of
contrary agreement in writing.
"As owner of the property on which the injection well(s) are to be constructed and operated, I hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection well(s) conform to the Well Construction Standards
(1 SA NCAC 02C . 0200). "
Printed Name and Title:
Signature: Date:
Submit TWO copies of the completed application package, including all attachments, to:
DWQ - Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone [phone]
Revised 10/8/2012 TAC-51/ST Page 5 of 5

1`LIS
UIC Permit Application — Renewal with Modification July 30, 2013
Former Andrex Industries, Asheville, North Carolina BLE Project Number J12-1022-35
SECTION VH ATTACHMENTS
1) Injection Zone
The proposed injection zone remains unchanged from that specified in the prior permit. The zone
includes strata within approximately 80 feet of the ground surface including zones of saprolite,
partially weather rock (PWR) and fractured bedrock.
2) Hydrogeologic Evaluation
No additional hydrogeologic evaluations have been performed since submittal of the prior permit
application. However, a groundwater elevation map from the most recent site -wide sampling event
(September 2012) is included herein (Figure 1). The inferred groundwater flow directions and
hydraulic gradients are consistent with those observed for the past 20 years.
3) Injectant Information
The proposed injectant is a 1% milk solution in water. No changes are proposed to the injectant
which is on the Approved Injectant list.
4) Injection Procedure
No changes are proposed to the injection procedures which include injection by gravity feed into
each wellhead via hose from a tanker truck and/or trailer -mounted tanks.
Injections are proposed for the existing recovery well RW-3 and for twelve new injection wells
designated IW-1 through IW-12 (Figure 2). Please refer to Section 6) Well Construction Details of
this application for information on the proposed injection wells. Please refer to the Well Installation
Plan (Table 2) for the schedule of well installations.
Based on prior injections and estimated installation depths of the proposed injection wells we have
assumed that up to 25,000 gallons of injectant will be required for each well for each injection event.
We have assumed that Milkco can produce and deliver up to 5,000 gallons of milk solution per day.
Based on these assumptions, up to 5 working days will be required for each injection event for each
well.
Injections are proposed annually with options for semi-annual injection as shown on the Injection
Schedule (Table 3).
5) Fracturing Plan
No fracturing is planned or proposed for this project.
2

1`LIS
UIC Permit Application — Renewal with Modification July 30, 2013
Former Andrex Industries, Asheville, North Carolina BLE Project Number J12-1022-35
6) Well Construction Details
Twelve (12) new permanent injection wells designated IW-1 through IW-12 are proposed at the
locations noted on Figure 2. The wells will be advanced to an estimated depth of up to 80 feet each.
Actual well depths will be determined in the field based on hydrogeologic conditions encountered.
Wells will be constructed in a 10-inch diameter air -hammered borehole and filled with No. 3 stone
(or similar) to within 10 feet of the ground surface. A 6-inch diameter solid PVC riser with stone,
gravel layer, a bentonite seal, and a cement seal will comprise the upper 10 feet of the well. A 3 by
3 foot concrete pad and steel flush mount cover and compression cap will complete the well head. A
typical injection well construction diagram is included in Appendix A.
Additionally, four (4) groundwater monitoring wells designated MW-3R, MW-8R, MW-25R, and
MW-44 are proposed at the locations noted on Figure 2. Wells designed with the letter "R" are
replacement wells for those abandoned or lost as part of Milkco construction efforts. Proposed
monitoring well MW-44 is a new well. These 4 wells are proposed as monitoring points for the
future injections proposed herein. A baseline sampling event will be performed after installation to
establish groundwater quality conditions prior to the planned injection events.
These monitoring wells will be installed to a depth of up to 80 feet deep each. Actual depths will be
determined in the field based on are hydrogeologic conditions encountered. Each well will be
constructed with 2-inch PVC riser and a 15-foot long section of slotted well screen installed in a 6-
inch diameter air -hammered borehole. All wells will be installed with appropriate well heads and
flush mount pads and covers. We understand that well installation permits are not required for
groundwater monitoring wells installed on the subject property which is owned by Milkco
(applicant). However, the appropriate installation records will be submitted to the DWQ upon well
completion.
7) Monitoring Plan
Groundwater monitoring will be performed as specified on Table 4. In general, monitoring will be
performed at 30, 90, and 150-day milestones (depending on distance from the injection point) and
annually for all wells as required. Monitoring frequencies will be adjusted based on results obtained
once the injection program is underway. It may not be possible to obtain samples at exact
milestones (30, 90, and 150 days, etc) due to weekends, holidays, inclement weather, or other delays
beyond our control. Samples will be collected as near the milestone dates as the schedule allows.
Groundwater samples will be analyzed for VOCs by EPA Method 8260 MSV Low Level and for
total organic carbon (TOC) by Standard Method SM 5310B (for select wells only, see Table 4).
Surface water will be monitored annually for VOCs by EPA Method 8260 MSV Low Level and for
TOC by Standard Method SM 5310B (Table 4).
8) Well Data Tabulation
No changes to the existing or abandoned wells have occurred since the last permit application.
3

1`LIH
UIC Permit Application — Renewal with Modification
Former Andrex Industries, Asheville, North Carolina
9) Maps and Cross -Sections
July 30, 2013
BLE Project Number J12-1022-35
An updated groundwater elevation map (Figure 1) and plume map (Figure 2) are included in this
application for reference. These maps were sourced from the report titled Report of Annual
Groundwater and Surface Water Sampling and Analysis for 2012 dated July 17, 2013 (BLE
Project No. J12-1022-34) which was previously submitted to your office.
The inferred groundwater flow directions and hydraulic gradients from Figure 1 are consistent with
those observed for the past 20 years. The plume map on Figure 2 has been modified to include
proposed injection wells and monitoring wells. Please note that the plume dimensions have changed
significantly since the 2011 annual event. The plume now appears to be detached from the upper
and lower site areas due to remediation in the RW-5 area. Additionally, the total VOCs in the MW-
12 area consist primarily of cis-1,2-DCE due to dechlorination of PCE. Please note that the results
of the injection and monitoring efforts to date will be presented in an Interim Evaluation Report
submitted under separate cover.
CLOSING
We appreciate the opportunity to work with you at the subject site. We look forward to receiving
NCDENR approval of the application and work plan. If you have any questions, please do not
hesitate contacting us at [phone].
Sincerely,
BUNNELL-LAMMONS ENGINEERING, INC.
&&/ A4 /44�
Andrew W. Alex nder, P.G., RSM
Senior Hydrogeologist
Registered, NC No. 1475
Attachments: Tables
Figures
Appendix A
Trevor J. Bento P.G.
Project Hydrogeologist
Registered, NC No. 2025
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TABLES

Table 1
Summary of Permits Issued
Andrex Industries
Asheville, North Carolina
NCDENR Groundwater Incident Number 6586
BLE Project No. J12-1022-35
Permit Number
Date
Permit Type
Includes
10-0226-WM-0188
4/22/1991
Monitor Well
MW-1 & MW-2
10-0226-WM-0201
7/11/1991
Monitor Well
MW-3 through MW-8 & MW-8A
NA*
May-95
Monitor Well
MW-9 through MW-12
WM0100103
4/3/1997
Monitor Well
MW-19
WM0100104
4/3/1997
Monitor Well
MW-20
WM0100105
4/3/1997
Monitor Well
MW-13 & MW-14
WM0100106
4/3/1997
Monitor Well
MW-15, MW-16, & MW-18
WM0100107
4/3/1997
Monitor Well
MW-17
WM0100108
4/3/1997
Monitor Well
MW-21 & MW-22
WM0100109
4/3/1997
Monitor Well
MW-23
WM0100110
4/3/1997
Monitor Well
MW-24 & MW-25
10-0226-WR-0265 12/ 18/ 1992
WRO100043 October/1999
AC-778
5/14/1993
G-015-93
9/24/1993
GWR-13
3/29/1993
WI0100106 12/22/2010
Recovery Well RW-1 & RW-2
Recovery Well RW-3, RW-4, RW-5, RW-6 & RW-7
MSD Allocation Ground -Water Treatment System
MSD Discharge Ground -Water Treatment System
Air Permit** Ground -Water Treatment System
UIC Permit Injection of Milk Solution
Notes:
* = At the time of installation (May 1995) permits for on -site monitoring wells were no longer required.
MSD = Metropolitan Sewerage District of Buncombe County.
** = Air permit issued by the Western North Carolina Regional Air Pollution Agency.
Table 1 Summary Permits of 1022-35 Andrex Injection Permit Tables.xlsx

Table 2
Well Installation Plan
Andrex Industries
Asheville, North Carolina
NCDENR Groundwater Incident Number 6586
BLE Project No. J12-1022-35
3
0
0
.o
a
0
U
U
Year One
Year Two
Year Three
Year Four
Year Five
MW-3R
X
MW-8R
X
MW-25R
X
MW-44
X
IW-1
X
IW-2
X
IW-3
X
IW-4
X
IW-5
X
IW-6
X
IW-7
X
IW-8
X
IW-9
X
IW-10
X
IW-11
X
IW-12
X
Notes:
X - Well Scheduled for Installation.
Well installation schedule may be altered based on operational budget.
Well installation schedule may be altered based on monitoring results.
Prepared by: AWA
Table 2 Inst Schedule of 1022-35 Andrex Injection Permit Tables.xlsx Checked by: TJB

Table 3
Injection Schedule
Andrex Industries
Asheville, North Carolina
NCDENR Groundwater Incident Number 6586
BLE Project No. J12-1022-35
Well
Year One
Year Two
Year Three
Year Four
Year Five
RW-3
X
XB
XB
XB
XB
IW-1
X
XB
IW-2
X
XB
XB
XB
XB
IW-3
X
XB
XB
XB
IW-4
X
XB
XB
XB
IW-5
X
XB
XB
XB
XB
IW-6
X
XB
IW-7
X
XB
XB
IW-8
X
XB
XB
IW-9
X
XB
XB
IW-10
X
XB
XB
IW-11
X
XB
XB
XB
IW-12
I
X
I XB
I XB
XB
Notes:
X = Injection scheduled
XB = Injection may be performed based on monitoring results.
An injection volume of up to 25,000 gallons per well per event is assumed.
Actual injection schedule will be adjusted based on monitoring results.
Actual injection schedule & volumes injected will be adjusted based on available milk solution.
Injections will be semi-annual or annual based on monitoring results.
Prepared by: AWA
Table 3 Injection Schedule of 1022-35 Andrex Injection Permit Tables.xlsx Checked by: TJB

Table 4
Injection Monitoring Plan Matrix
Andrex Industries
Asheville, North Carolina
NCDENR Groundwater Incident Number 6586
BLE Project No. J12-1022-35
�
0
N
o
Y
F7
�
0
0
U
v
W
U
N
c0
�
0
0
U
v
W
U
N
cC
o
o
>
W
J
N
Q
A
U
�
ti
U
qq
L'
O
ti
U
qq3
Groundwater
RW-3 & iW-1
RW-3
X
X
X
X
MW-5
X
X
X
X
MW-12
X
X
X
X
IW-2
RW-1
X
X
X
X
MW-6
X
X
X
X
MW-44
X
X
X
X
IW-3
MW-3R
X
X
X
X
IW-4
MW-7
X
X
X
X
IW-5
MW-8R
X
X
X
X
MW-9
X
X
X
X
IW-6
None
IW-7
RW-5
X
X
X
X
MW-10
X
X
X
X
MW-13
X
X
MW-14
X
X
IW-8
RW-6
X
X
X
X
IW-9
RW-7
X
X
X
X
MW-11
X
X
X
X
IW-10
MW-23
X
X
IW-11
MW-24
X
X
X
X
IW-12
MW-25
X
X
X
X
None
MW-15
X
MW-16
X
MW-17
X
MW-18
X
MW-20
X
MW-21
X
MW-22
X
MW-26
X
Surface Water
None
Smith Mill Creek 1
X
Smith Mill Creek 2
X
Smith Mill Creek 3
X
Smith Mill Creek 4
X
Smith Mill Creek 5
X
Smith Mill Creek 6
X
Bear Creek 1
X
Bear Creek 2
X
Bear Creek 3
X
Bear Creek 4
X
Bear Creek 5
X
Jehovah Witness 1
X
Cecil's Spring 1
X
Cecil's Spring 2
X
Notes:
VOC analyses performed by EPA Method 8260 MSV Low Level.
TOC analyses performed by SM Method 531013.
It may not be possible to obtain samples at exact milestones (30, 90, and 150 days, etc)
due to weekends, holidays, inclement weather, or other delays beyond our control.
Samples will be collected as near the milestone dates as the schedule allows.
Prepared by: AWA
Table 4 Monitoring Plan of 1022-35 Andrex Injection Permit Tables.xlsx Checked by: TJB

FIGURES

a
RESIDENTIAL
BEAR CREEK ROAD
RESIDENTIAL
0 0 0
N N ry�0
�O ��ry �
O
0
Mw-1 I
CECIL'S OLLEGE 2113.10
��'• W-15
2113.26
MW-18
2092.48 /
� �/�� TWENTIETH STREET
�HAMILTONI
PROPERTY
0
STREET �M�=�
McDADE ��/ i •�..
r
ki •. MALVERN HILLS ►L _ POOL -�
. ® PARK
M-��,•
�•• � TENNIS
COURTS
PLACE --
RESIDENTIAL
G
a
if
cn
RESIDENTIAL
REFERENCE: ORTHOPHOTO MAP OF BUNCOMBE COUNTY, N.C. PREPARED BY L. ROBERT KIMBALL & ASSOCIATES, EBENSBURG, PENNSYLVANIA
FROM PHOTOGRAPHY DATED MARCH-APRIL 1985 IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS.
O
Om
O
N
BLNA
®
ENS
RESIDENTIAL
RESIDENTIAL
R O h0 O
N N � ti
/ RESIDENTIAL
0
0
MW-24 MILKCO, INC.
r 2163.65 MW-1
v
MW-12
I 2169.89
MV
RW-3 NF
2169.98
MW-5
2170.45 i
MW-25 MW-6
NP—D 2164.79
RW-1
2165.03
MILKCO, INC. M MAI
�f NP-A
MW-26
0 2177.34 O
2
"_\I Tim a
—L
_A
0 Mw-7 cm
2192.14 1
x KW—[ MW-8A*
A6R, \IDUST IES, INC.
MW-4*
MW-g NIP -A
2149.85
II MW-8*
PERFECTIO GEAR, INC. TRW-4
NP-A
\\ RW-5
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2143.71 RW-6 MW-11
\\ I 2142.95 2140.82
O c
ICE` MW-14* RW-7 w
VICE® �\\,- SILVERS__ ---- 2138.7s 214o.ss w
STORE- / MW-13 Q
PROPERTY 2136.30 ILVS PROPERTY
w
i ECHOLS
B ING PROPERTY,
LLEY
M JUSTICE '
i PROPERTY
O O \
! C
Alr
N ey
RESIDENTIAL
DATE: 07-25-13
CAD FILE:
ANDREX35- WTMO91012F1
JOB NO: J12-1022-35
.0
RE
q Nf
0
MW-20
2144.23
SEXTON
PROPERTY
RESIDENTIAL
� �•�•
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l /•
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H YNES Pn .
L'
�1 O
AYN S C RP.
N
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O
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I i 2089__
I ' kEHOVAN
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2089.96
MW-12090.9R.
NORFpoK TNER TNESS4\ BIESTE F DL �s�o
N OPERTY • , PROPERTY
ROgD
- - FORMER
1 MW-19 WATER WELL
NP-D
- CRYDE AN
- - PROPE Y
SATTERFI
PROPERTY HOUSj�_,
0
�j► O O
jORESIDENTIALO O
00
/"y0F Al-. O
NOTES:
1. THE GROUNDWATER PUMP AND TREAT SYSTEMS HAD BEEN
REMOVED AND WERE NOT IN OPERATION AT THE TIME WATER
LEVEL MEASUREMENTS WERE TAKEN. GROUNDWATER WAS NOT
BEING PUMPED FROM RW-1 THROUGH RW-7 WHILE
MEASUREMENTS WERE COLLECTED.
2. ** SKY LANES BOWLING CENTER
NCDEH - PUBLIC WATER SYSTEM ID #10-11-025
WELL NAME: WELL #1
AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED
"...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER."
2090
2080
LEGEND '•�
APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR
SHALLOW BEDROCK) GROUNDWATER MONITORING WELL ••�
O APPROXIMATE LOCATION OF EXISTING (TYPE III -BEDROCK) ••\
GROUNDWATER MONITORING WELL
O RECOVERY WELL
O WATER SUPPLY WELL
}--- BELOW GROUND STREAM SHOWING FLOW DIRECTION
�•-•• �— ABOVE GROUND STREAM SHOWING FLOW DIRECTION
PROPERTY LINE
2118.33 WATER LEVEL IN FEET ABOVE MEAN SEA LEVEL
* GROUNDWATER ELEVATION IN WELL MW-14 IS TYPICALLY ARTESIAN
AND REPRESENTS THE POTENT10METRIC SURFACE OF THE DEEPER
ROCK AQUIFER AND WAS NOT CONSIDERED FOR CONTOURING PURPOSES.
NP-A NOT PRESENT. WELL HAS BEEN ABANDONED.
NP-D M W-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO
BE DESTROYED BY GRADING PERFORMED BY THE CITY OF ASHEVILLE.
M W-25 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO
BE DESTROYED BY GRADING PERFORMED BY MILKO, INC.
APPROXIMATE DIRECTION OF GROUNDWATER FLOW
APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
2120 EQUIPOTENTIAL CONTOUR LINE
200 100 0 200 400
APPROXIMATE SCALE IN FEET
REVISIONS
No. DESCRIPTION BY
DRAWN:
ACE
CHECKED: AWA
APPROVED:
NIL
BUNNELL-LAMMONS MONNEERINO, INC.
6004 PONDERS COURT
GREENVILLE, SOUTH CAROLINA 29615
INC. PHONE: [phone] FAX: [phone]
GROUNDWATER ELEVATION CONTOUR MAP - SEPTEMBER 10, 2012
ANDREX INDUSTRIES
DEAVERVIEW ROAD
ASHEVILLE, NORTH CAROLINA
FIGURE NO.
1

RESIDENTIA
RESIDENTIAL
BC-4
ND ���—•
13C-5 /''�•• •\•• �000 F�'
0.51 �•'
Q
CS-2
6.3
MW-26
�Q 2.8
EO ER CECICS LEGE RESIDENTIAL
1
--••— CS-1
�MW-1 MW-15 23 rO I
196 189 I
�• MW-18 s0
4.3 100
/ \ HAY�JES CORP.
VIEKC HAY
�
TWEN TH STREET R MW-24_2
486 AB
r00 0 cp RW-3 I
\ 1,461
P C SERVO MW_5 MW-12 -- - MW-1
\ CO. NC RESIDE AL 6,011 5,867 AB
1
\ tS0 oR�E IW—, 2 MW-6* IW
r-
0 \ cR��� MW-25R MW-25 5s8 IW 4 MW-7
NP RW-1 175
\ 17,091
MW 44
VILKCO, j B yy-3 H ONES CORP.
AB \
�oP INC. C C 02000 11011 �Q
CIW-5 MI is
P-- RW-2 B
AB
MW-9 MW 8
VALVERN HILLS P K I`•BC-3
/ 13
TENNIS
COURTS
RESIDENTIAL
REFERENCE: ORTHOPHOTO MAP OF BUNCOMBE COUNTY, N.C. PREPARED BY L. ROBERT KIMBALL & ASSOCIATES, EBENSBURG, PENNSYLVANIA
FROM PHOTOGRAPHY DATED MARCH—APRIL 1985 IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS.
//HAMILTON
PROPERTY
BLOOMING*
GARDENS
I13C-2 RESIDENTI
36 �x
PERFECTION GEAR;
l
--- ICE ;
RV \\
0 R E,
J
_ — ND
woo -
BOWLING
RESIDENTIAL
MW-8R I 21426
s
o RW-
o
AB
MW-13
1,388
----
SILVERS
PROPERTY
IW-7
MW-10-
29
—14*i
AB
MW-8A
IW-6AB
A
usTRIES,
585 IW— <
598
9000 �
600
1,490 PRnpj
PROPERTY
RESIDENTIAL�'��\
� NN�NVE
MW-20
ND
200 100 0 200 400
APPROXIMATE SCALE IN FEET
1
I
I
I
1
1
1
i
J
CORP bb.
may �
4
J
\ - SM-1
ND
SM-2 �o
/ 0.88 J 2
I� Co
RESIDENTIAL
MW-17
MW-23 - _ _ �� 22
IW-9� 95 — — — —
i E �
MW-11\ROY D. FARMER BARK SM-3 � RASH ROAD --
0._68 MW-21
2,191 \ Y 0.66 (CHLOROFORM ONLY)
675 7 \ I } �\ MW-22
\ ND
JW 1' FORMER JEHOVAN l\
SEXTON WITNESS PROPERTY.\BIESTERFEDLT
/� � PROPERTY
5 MW-19 �ORF°�K SOUT SM-4 �.
NP H 2.6 •�:
10 � � � a FORMER ���ROgo sM .o ••�.
�j L _ WATER WELL •�•
SATTER FIELD - _ CRYDERVAN sM-6
— — — w PROPERTY _ HOUSE - PROPERTY 1'3
— NDLi
— —
W w —
RESIDENTIAL
r �
RESIDENTIAL
CAA
�i
♦ S
f 1475 Q
- �POLAXp��;
F1,811 its
1. LABORATORY ANALYSIS BY EPA METHOD 8260.
2. WELLS AND SURFACE WATER WAS SAMPLED ON SEPTEMBER 10-13, 2012.
3. CONCENTRATIONS DETECTED IN MW-21 ARE PRIMARILY CHLOROFORM,
PROBABLY RELATED TO LEAKING WATER SUPPLY LINES IN CLOSE
PROXIMITY TO THE WELLS.
4. SAMPLES FROM STREAMS DESIGNATED AS FOLLOWS:
SM = SMITH MILL CREEK TRIBUTARY
CS = CECIL'S SPRING
BC = BEAR CREEK
JW = FORMER JEHOVAH WITNESS PROPERTY
5. NP = NOT PRESENT, WELL WAS NOT PRESENT AT TIME OF SAMPLING.
6. ** SKY LANES BOWLING CENTER
NCDEH — PUBLIC WATER SYSTEM ID #10-11-025
WELL NAME: WELL #1
AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED
"...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER."
7. * THE WELLS MAY INTERCEPT FRACTURE SETS OR MAY BE SCREENED AT
ELEVATIONS AT WHICH GROUNDWATER CONTAMINANT CONCENTRATIONS ARE
INCONSISTENT WITH THE ESTABLISHED PLUME. THE VALUES WERE IGNORED FOR
CONTOURING PURPOSES.
8. THE FORMER WATER SUPPLY WELL ON THE CRYDERMAN PROPERTY APPEARED
TO BE ABANDONED AND COULD NOT BE SAMPLED AS OF OCTOBER 2005.
9. MW-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE
DESTROYED BY GRADING PERFORMED BY THE CITY OF ASHEVILLE. MW-25 WAS
NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE DESTROYED BY
GRADING PERFORMED BY MILKO, INC.
10. RECOVERY WELLS WERE NOT OPERATIONAL AT THE TIME OF SAMPLING.
11. AB =WELL ABANDONED IN 2008 PER APPROVED BROWNFIELD REDEVELOPMENT PLAN
DRIVE
LEGEND
PROPOSED INJECTION WELL (IW-1 THROUGH IW-12)
aph
PROPOSED MONITORING WELL (MW-3R, MW-8R, MW-25R AND MW-44)
Q5
APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR SHALLOW
BEDROCK) GROUNDWATER MONITORING WELL
O
APPROXIMATE LOCATION OF EXISTING (TYPE III —BEDROCK)
GROUNDWATER MONITORING WELL
O
RECOVERY WELL
-
APPROXIMATE LOCATION OF SURFACE WATER SAMPLES (SEE NOTE 4)
(WATER SAMPLES COLLECTED 9-13-12).
O
WATER SUPPLY WELL
162
CONCENTRATION OF TOTAL DETECTED CHLORINATED VOLATILE ORGANIC
COMPOUNDS IN PARTS PER BILLION (ppb).
—�f-- �—
BELOW GROUND STREAM SHOWING FLOW DIRECTION
—•• }—
ABOVE GROUND STREAM SHOWING FLOW DIRECTION
PROPERTY LINE
APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
100
TOTAL CHLORINATED CONCENTRATION CONTOUR IN PARTS PER BILLION
ESTIMATED LIMIT OF VOC'S
REVISIONS
No. DESCRIPTION BY
DRAWN:
ACE
CHECKED: AWA
APPROVED:
DATE: 07-25-13
CAD FILE:
ANDREX35-INJECTPLAN
JOB NO: J12-1022-35
a�.
BUNNELL-LAMMONS ENGINEERING, INC.
6004 PONDERS COURT
INC. PHONE: (64I)288 1 65 FAX: [phone]
PROPOSED INJECTION WELL PLAN
WITH CONTOUR MAP OF TOTAL CHLORINATED VOLATILE ORGANIC COMPOUND ISOCONCENTRATIONS — SEPTEMBER 10-13, 2012
ANDREX INDUSTRIES
ASHEVILLE, NORTH CAROLINA
FIGURE NO.
2

APPENDIX A
TYPICAL INJECTION WELL
CONSTRUCTION DIAGRAM

TYPICAL INJECTION WELL
JOB NO.: J13-1022-35
DATE:
07-22-13
SCALE: NOT TO SCALE
CONSTRUCTION DIAGRAM
11LEINC.
BUNNELL-LAMMONS ENGINEERING, INC
6004 PONDERS COURT
GREEMALLE, SOUTH CAROUNA 29615
PHONE: [phone] FAX: [phone]
irow��wa�rnrrrti��.1m
TOTAL DEPTH
OF BORING
TYPICAL INJECTION WELL DIAGRAM
FORMER ANDREX INDUSTRIES
ASHEVILLE, NORTH CAROLINA
FIGURE
1