WI0100106_Permit (Modification)_20180907

� CANNONS
ENGINEERING
September 7, 2018
Underground Injection Control Program
DWQ - Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
Attention: Mr. Michael Rogers, P.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 J18-1022-50
Groundwater Incident Number 6586
Brownfields Project Number 07022-03-11
Dear Mr. Rogers:
Bunnell-Lammons Engineering, Inc. (BLE) is pleased to submit documents for renewal of the UIC permit at
the subject site. The renewal includes modifications which consist of 1) changes required by the DEQ during
the last renewal, 2) changes based on observed results from 2013 through 2017, and 3) changes based on
projected available funds for future remediation and monitoring. 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, the Interim Evaluation Report of the prior injections and monitoring results
to date was prepared and submitted under separate cover. Please note that an updated groundwater elevation
map, plume map, and hydrogeologic profiles are included in this application for reference.
In addition to the data provided as part of this permit renewal please reference the recent reports listed below
(if necessary) which were previously submitted to your office.
Interim Evaluation Report — 2017 Injection & Monitoring dated August 30, 2018 (BLE Project
No. J17-1022-48).
Report ofAnnual Groundwater and Surface Water Sampling and Analysis for 2017 dated August
30, 2018 (BLE Project No. J17-1022-49).
6004 Ponders Court, Greenville, SC 29615 ILH64.288.1265 H864.288.4430 -"—w:[e-mail]
BLECORP.COM

North Carolina Department of Environmental Quality — Division of Water Resources
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation (15A NCAC 02C .02251 / 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 (Non -discharge) (ref. 15A NCAC 02T .1600)
Permit Number (to be completed by DWR):
I. APPLICATION INFORMATION
1. Project is: [ ] New [ ] Modification [ ] Renewal without modification [X] Renewal with modification
2. If this application is being submitted for Renewal and/or Modification to an existing permit, provide:
(a.) Existing permit number WI0100106
Issued Date: 12-13-2013
& Expiration Date: 11-30-2018
For all Renewals, submit a status report including monitoring results of all injection activities to date.
For Renewal without modification only, 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 (f the applicant is not the owner).
II. WELL OWNER(S)/PERMIT APPLICANT ( )
1. Name(s): Milkco, Inc. (non -responsible party)
2. Signing Official's Name*: Mr. Keith Collins Title: President
* Signing Official must be in accordance with instructions in Part X on page 5.
3. Mailing address of Permittee/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(S) (if different than well owners)
1. Name(s):
2. Mailing address:
City: State: Zip:
3. Telephone number:
IV. PROJECT CONTACT — (generally the environmental/engineering consultant).
1. Name: Andrew W. Alexander, PG, RSM Title: Senior Hydroge_ ologist
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: andykblecorp.com
In -Situ Groundwater Remediation Application Rev. 8-28-2017 Page I of 6

V. FACILITY INFORMATION
1. Facility name: Former Andrex Industries Corp. Phone No. if available: Not Applicable
2. Physical address: 180 Deaverview Road (Physical Address of Unoccupied Parcel)
City: Asheville County: Buncombe Zip: 28806
3. Geographic Coordinates: Latitude: N 35.580496 ° Longitude: W 82.613115 °
Reference Datum: Center Parcel
Accuracy:
Unknown
Method of Collection (i.e., Google Earth, GPS, etc.): Google Earth
4. Brief description of business: Former Textile Dyeing and FinishingFacility
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)
[ ] DWR Aquifer Protection Section [ ] Solid Waste Section
[ ] Hazardous Waste Section [X] Other: Brownfields Program
5. Incident manager's name: Ms. Tracy Wahl Phone No.: 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. Previous or other UIC permits issued by DWR (e.g., NOIs
2. Other Non -Discharge or NPDES permit issued by DWR:
3. County or DEH subsurface wastewater disposal permits:
4. Hazardous waste management or other environmental permits required by state or federal law:
Former RCRA ID No. NCD074498387
See attached Summa1yofPermits Issued revised (Table 1)
In -Situ Groundwater Remediation Application Rev. 8-28-2017 Page 2 of 6

VIII. INJECTION SUMMARY (See enclosed Injection Summary and Attachments additions)
1. List all proposed injectants/additives.
NOTE: Only injectants approved by the epidemiology section of the NC Division of Public Health, Department of
Health and Human Services can be injected. Approved injectants can be found online at
http://dea.nc. izov/about/divisions/water-resources/water-resources-permits/wastewater-branch/around-water-
protection/ground-water-approved-injectants. All other substances must be reviewed by the DHHS prior to use.
Contact the UIC Program for more info (919-807-6496) if you wish to get approval for a different additive.
However, please note it may take 3 months or longer.
Injectant: Total Amt. to be injected (gal)/event
Injectant: Total Amt. to be injected (gal)/event
Injectant: Total Amt. to be injected (gal)/event
Injectant: Total Amt. to be injected (gal)/event
Injectant: Total Amt. to be injected (gal)/event
2. Number of separate injection events:
Duration of Event:
3. Estimated Injection rate per well: gallons per minute (GPM)
4. Estimated Injection pressure: pounds/square inch (PSI)
5. Temperature at point of injection: OF
6. Injection will be via:
( Existing well(s); Total No.: ; Well Type (DPT, Permanent, etc.):
( Proposed well(s); Total No.: , Well Type (DPT, Permanent, etc.):
7. NC Certified Well Drilling Contractor's Name (if known):
NC Well Contractor Certification No.:
8. Date to be constructed if proposed: (attach GW-Is for existing injection wells)
9. Screened interval/Injection interval of injection wells:
Depth from to feet below land surface (BLS)(if multiple intervals, indicate shallowest
to deepest depth)
10. Well casing (leave blank if Geoprobes®):
Type: ( PVC ( Stainless steel( Other:_
Casing depth: to ft. BLS
Type: ( PVC ( Stainless steel( Other:_
Casing depth: to ft. BLS
11. Grout (leave blank if Geoprobes):
Type: ( Cement ( Bentonite ( Other:
Grout depth: to ft. BLS
Type: ( Cement ( Bentonite ( Other:
Grout depth: to ft. BLS
In -Situ Groundwater Remediation Application Rev. 8-28-2017 Page 3 of 6

IX. 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), provide information on each injectant as indicated below:
(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.
In -Situ Groundwater Remediation Application Rev. 8-28-2017 Page 4 of 6

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 ofsufficient 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.
In -Situ Groundwater Remediation Application Rev. 8-28-2017 Page 5 of 6

X. CERTIFICATION (to be signed as required below or by that person's authorized agent*)
NCAC 15A 02C ,021 I (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 certify 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. 1 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
Date: (i/a 1
XI. 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- .02f10). "
Printed Name and Title:
Signature: Date:
Submit TWO hard copies of the completed application package with an electronic version in CD or USB Flash Drive to:
Division of Water Resources — UIC Program
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone [phone]
In -Situ Groundwater Remediation Application Rev. 8-28-2017 Page 6 of 6

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UIC Permit Renewal — 2018 September 7, 2018
Andrex Industries Corp., Asheville, NC BLE Project No. J18-1022-50
INJECTION SUMMARY and ATTACHMENTS
VIII. INJECTION SUMMARY
1) List All Proposed Injectants/Additives
The proposed injectant is a 1% milk solution in water. No changes are proposed to the injectant which is
on the Approved Injectant list. However, post injection flushing with potable water is proposed to reduce
potential injection well clogging. Future injection volumes are proposed to be similar to those performed
in the past which ranged from approximately 3,000 to 27,000 gallons per well per event. Post injection
potable water flushing volumes are proposed at half the actual milk solution injection volume.
2) Number and Duration of Separate Injection Events
The site is currently in a monitor only phase based on available budget and results. If budget and milk
solution is available, new injection wells are installed, existing injection wells are not clogged, and
monitoring results indicate need, up to six (6) injection events could be performed as shown on Table 2
during the next permit renewal term. Injection events typically require less than 10 calendar days (5
working days for each well) for completion.
3) Estimated Injection Rate Per Well
Prior injections have been performed via gravity flow with adjustments based on each well's observed flow
rate. Flow rates have been highly variable and have ranged from approximately 4 to 30 gallons per minute.
4) Estimated Injection Pressure
Injections are not performed under pressure. 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.
5) Temperature at Point of Injection
Milk solution is provided by Milkco at an initial temperature of approximately 35 degrees F. The solution
slowly reaches ambient air temperature as it is held in tanks at each well head during injection. Often the
tanks are emptied (all solution is injected) prior to the solution reaching ambient air temperature.
6) Injection Will be Via
There are four (4) existing recovery wells on -site which have been used for injection including RW-1, RW-
3, RW-5, and RW-7. There are four (4) existing injection wells on -site which have been installed and used
for injection including IW-1, IW-2, IW-3, and IW-3A. Those wells are listed on Tables 3 and 4 and are
shown on Figures 1 and 2.
There are nine (9) additional injection wells planned for future installation and injection including IW-4
through IW-12. Those wells are listed on Table 4 and are shown on Figure 2.
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UIC Permit Renewal — 2018 September 7, 2018
Andrex Industries Corp., Asheville, NC BLE Project No. J18-1022-50
7) NC Certified Well Drilling Contractor's Name
If injection wells are installed, BLE will utilize our drilling division Landprobe, LLC (J. Gorman — 3485 /
R. Banks — 4026) or another licensed well contractor.
8) Date to be Constructed if Proposed
The site is currently in a monitor only phase based on available budget and results. If budget and milk
solution is available, the next injection wells to be installed will be IW-5 and IW-10 (Table 4). The dates
of installation are not proposed at this time. The GW-1 forms for the existing injection wells installed as
part of the permit are included in Appendix A.
9-11) Injection Well Construction (Injection Interval, Casing, & Grout)
During the prior permit renewal an above rock and bedrock injection well construction was approved by
the DEQ for the site. Typical construction diagrams for both types designated Figure IW-A and Figure
IW-13 are attached for reference. No changes to the approved construction are proposed for the permit
renewal.
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UIC Permit Renewal — 2018
Andrex Industries Corp., Asheville, NC
IX. ATTACHMENTS
1) Injection Zone
September 7, 2018
BLE Project No. J18-1022-50
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 weathered
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 2017) 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. Please reference the Interim Evaluation Report for a discussion of metabolic
byproducts.
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. However, post injection flushing with
potable water is proposed to reduce potential injection well clogging. Injections are not performed under
pressure. Future injection volumes are proposed to be similar to those performed in the past which ranged
from approximately 3,000 to 27,000 gallons per well per event. Post injection potable water flushing
volumes are proposed at half the actual milk solution injection volume.
5) Fracturing Plan
No fracturing is planned or proposed for this project.
6) Well Construction Details
Nine (9) new permanent injection wells designated IW-4 through IW-12 are proposed at the locations noted
on Figure 2. Note that all proposed injection wells are in their same proposed locations as the prior renewal
except IW-10 which has been moved to the MW-44 area. The injection wells will be installed as above
rock or bedrock injection wells in accordance with the DEQ approved construction for the site. Typical
injection well construction diagrams for each type are shown on Figure IW-A and Figure IW-B. Note
that if budget and milk solution is available, the next injection wells to be installed will be IW-5 and IW-
10 (Table 4).
Additionally, three (3) groundwater monitoring wells designated MW-3R, MW-8R, and MW-25R are
proposed at the locations noted on Figure 2. The wells are designed with the letter "R" are replacement
wells for those abandoned or lost as part of Milkco construction efforts. A baseline sampling event will be
performed after installation to establish groundwater quality conditions at each new well location.
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UIC Permit Renewal — 2018
Andrex Industries Corp., Asheville, NC
September 7, 2018
BLE Project No. J18-1022-50
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. Note that no new monitoring well
installations are planned for the renewal term.
7) Monitoring Plan
The site is currently in a monitor only phase. Monitoring is scheduled for the renewal term in accordance
with the Monitor Only Matrix (Table 5). The current matrix includes a semi-annual event in March, an
interim event in June, and the annual event in September. Sampling is performed at select groundwater
locations necessary to monitor long-term remedial progress in the injection areas. The matrix also includes
the semi-annual surface water sampling required by the DEQ.
If budget and milk solution become available during the permit term, groundwater monitoring will be
performed as specified on the Injection Monitoring Plan (Table 6). 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. It should be noted that sampling will
only be performed at monitoring points where injections are occurring.
Groundwater samples will be analyzed for VOCs by EPA Method 8260 MSV Low Level and for total
organic carbon (TOC) by Standard Method SM 9060A (for select wells only, see Tables 5 and 6).
Surface water will be monitored for VOCs by EPA Method 8260 MSV Low Level and for TOC by Standard
Method SM 5310B (Tables 5 and 6).
8) Well Data Tabulation
A well tabulation is shown on Table 3. Since the last renewal one (1) monitoring well (MW-44) and four
(4) injection wells (IW-1, IW-2, IW-3, and IW-3A) have been installed in accordance with DEQ approved
plans. Appropriate documentation of well installations were submitted to the DEQ.
9) Maps and Cross -Sections
An updated groundwater elevation map (Figure 1) plume map (Figure 2) and hydrogeologic profile (Figure
3) are included in this application for reference. These data on these maps were sourced from:
Interim Evaluation Report — 2017Injection & Monitoring dated August 30, 2018 (BLE Project
No. J17-1022-48).
Report ofAnnual Groundwater and Surface Water Sampling and Analysis for 2017 dated August
30, 2018 (BLE Project No. J17-1022-49).
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IC 1.1:
UIC Permit Renewal — 2018
Andrex Industries Corp., Asheville, NC
September 7, 2018
BLE Project No. J18-1022-50
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, and to show the proposed injection zone if all injection wells were utilized.
Note that proposed injection well MW-10 has been moved to the MW-44 area to address high concentration
groundwater in that area. The injection zone has been modified on Figure 2 to reflect an active IW-10.
The hydrogeologic profile (Figure 3) includes injection wells IW-1, IW-2, and IW-3A.
Please note that the plume dimensions have changed significantly since the last renewal in 2013. Significant
VOC concentration reductions have been observed in the MW-12 area with MW-12 reaching compliance.
Additionally, substantial concentrations of daughter product are not observed in several treatment areas.
Areas of significant groundwater remediation are shown circled in red dashed lines. Please refer to the
Interim Evaluation Report and Annual Report for additional information.
CLOSING
We appreciate the opportunity to work with you at the subject site. We look forward to receiving DEQ
approval of the application and work plan. If you have any questions, please do not hesitate to contact us at
[phone].
Sincerely,
BUNNELL LAMMONS ENGINEERING INC.
94J l
Andrew W. Alex der, P.G. RSM Trevor J. Bent , P.G.
Senior Hydrogeologist Senior Geologis
tititir�i��r ps«tieee
Registered, North Carolina #1475 ■. �H �R'`'�f.Registered, North Caroling t � GAR
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7 1475 z
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cc: Mr. Keith Collins — Milkco, Inc. �11i 11011 W `��5
Ms. Tracy Wahl — DWM Brownfields Program
Mr. Andrew Moore, P.G. — DWR WQROS — Asheville Regional Office
Mr. Stephen Gottdiener — Andrex Industries Corp.
Attachments: Tables
Figures
Appendix A
2025 s
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Tables

Table 1
Summary of Permits Issued
Andrex Industries
Asheville, North Carolina
NCDEQ Groundwater Incident Number 6586
BLE Project No. J18-1022-50
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/ 13/2013
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.
*** = Renewal in 2013 to original issued in 2010.
Table 1 Summary Permits of Tables Permit Renewal 2018 Andrex 1022-50.xlsx

Table 2
Injection Schedule
Andrex Industries
Asheville, North Carolina
NCDEQ Groundwater Incident Number 6586
BLE Project No. J18-1022-50
Well
2 Events
(2011)
(2012)
(2014)
(2015)
(2016)
(2017)
(2018)
*Renewal [Years One to Five]
(2019-2023)
RW-1
X
X
**X**
RW-3
X
X
X
**X**
RW-5
X
X
**X**
RW-7
X
IW-1
X
X
IW-2
X
IW-3
X
IW-3A
X
**X**
IW-4
IW-5
**X**
IW-6
IW-7
IW-8
IW-9
IW-10
**X**
IW-11
IW-12
Notes:
X = Injection performed
**Next planned injections if budget and milk solution is available, new wells are installed, existing wells are not clogged, and monitoring results indicate need.
Injections during the renewal period will be based on:.
1) Available operational budget.
2) Monitoring results.
An injection volume of up to 25,000 gallons per well per event is assumed.
Injection schedule & volumes injected will be adjusted based on available milk solution.
Prepared by: AWA
Table 2 Injection Schedule of Tables Permit Renewal 2018 Andrex 1022-50.xlsx Checked by: TJB

Table 3
Well Construction and Groundwater Elevation Data
Andrex Industries
Asheville, North Carolina
NCDEQ Groundwater Incident Number 6586
BLE Project No. J18-1022-50
September 18, 2017
Well
Well
Location
Latitude
(North)
Longitude
(West)
Meas. Pt.
Elevation
God. Surface
Elevation
Depth to
Water (bmp)
Water
Elevation
*Total Borehole
Depth (bgs)
*Screen
Depth (bgs)
*Screen
Elevation
Well
Type
Well
Monitors
*Top of Rock
Depth (bgs)
*Top of
Rock Elev.
MW-1
On -Site
NP-A
NP-A
2222.34
2222.58
NP-A
NP-A
46.2
31.2 - 46.2
2191.4 - 2176.4
IIIs
BR
35.0
2187.6
MW-2
On -Site
NP-A
NP-A
2222.28
2222.62
NP-A
NP-A
45.0
28.0 - 43.0
2194.6 - 2179.6
Ins
BR
29.0
2193.6
MW-3
On -Site
NP-A
NP-A
2210.40
2207.76
NP-A
NP-A
55.0
40.0 - 55.0
2167.8 - 2152.8
II
BR
36.5
2171.3
MW-4
On -Site
NP-A
NP-A
2206.87
2207.04
NP-A
NP-A
86.7
51.7 - 86.7
2155.3 - 2120.3
Ins
BR
26.0
2181.0
MW-5
On -Site
35.580108
82.614175
2216.75
2216.92
46.60
2170.15
53.0
43.0 - 53.0
2173.9 - 2163.9
Ills
BR
37.0
2179.9
MW-6
On -Site
35.579873
82.613870
2218.43
2218.67
53.60
2164.83
71.9
50.4 - 70.4
2168.3 - 2148.3
II
PWR
56.4
2162.3
MW-7
On -Site
35.580866
82.613866
2218.35
2218.60
26.20
2192.15
35.0
24.5 - 34.5
2194.1 - 2184.1
II
BR
12.0
2206.6
MW-8
On -Site
NP-A
NP-A
2182.33
2182.63
NP-A
NP-A
24.5
13.0 - 23.0
2169.6 - 2159.6
II
PWR
22.0
2160.6
MW-8A
On -Site
NP-A
NP-A
2182.52
2182.70
NP-A
NP-A
35.0
30.0 - 35.0
2152.7 - 2147.7
IIIs
BR
15.5
2167.2
MW-9
On -Site
35.579817
82.612727
2175.57
2175.95
26.77
2148.80
60.0
44.0 - 54.0
2132.0 - 2122.0
II
BR
34.0
2142.0
MW-10
On -Site
35.580072
82.611828
2159.92
2159.45
17.35
2142.57
39.0
29.0 - 39.0
2130.5 - 2120.5
II
PWR
35.0
2124.5
MW-11
On -Site
35.580747
82.611588
2166.00
2166.39
25.81
2140.19
58.5
48.0 - 58.0
2118.4 - 2108.4
II
SAP
>80.0
<2086.4
MW-12
On -Site
35.579880
82.614410
2219.17
2219.49
48.96
2170.21
81.0
60.0 - 70.0
2159.5 - 2149.5
II
PWR
71.0
2148.5
MW-13
Off -Site
35.579603
82.611244
2138.80
2138.96
3.38
2135.42
58.5
48.0 - 58.0
2091.0 - 2081.0
II
SAP
58.5
2080.5
MW-14
Off -Site
35.579626
82.611249
2138.94
2139.20
0.04
2138.90
75.0
65.0 - 75.0
2074.2 - 2064.2
Ins
BR
59.0
2080.2
NM-15
Off -Site
35.576483
82.615545
2124.89
2125.18
12.34
2112.55
40.0
33.3 - 40.0
2091.9 - 2085.2
IIIo
BR
32.5
2092.7
MW-16
Off -Site
35.576464
82.615546
2124.59
2124.85
12.25
2112.34
33.5
23.5 - 33.5
2101.4 - 2091.4
II
PWR
33.5
2091.4
MW-17
Off -Site
35.583509
82.611558
2094.64
2094.74
4.29
2090.35
14.2
4.0 - 14.0
2090.7 - 2080.7
II
SAP
14.2
2080.5
MW-18
Off -Site
35.575245
82.615122
2101.81
2101.92
9.89
2091.92
59.0
49.0 - 59.0
2052.9 - 2042.9
II
SAP
59.0
2042.9
MW-19
Off -Site
NP-D
NP-D
2127.61
2127.82
NP-D
NP-D
58.0
48.0 - 58.0
2079.8 - 2069.8
II
SAP
58.0
2069.8
MW-20
Off -Site
35.580186
82.609976
2180.55
2180.54
37.79
2142.76
77.0
67.0 - 77.0
2113.5 - 2103.5
II
SAP
77.0
2103.5
MW-21
Off -Site
35.583947
82.611397
2091.17
2091.31
1.84
2089.33
36.5
26.5 - 36.5
2064.8 - 2054.8
II
SAP
36.5
2054.8
MW-22
Off -Site
NP
NP
2090.71
2090.84
NP
NP
57.0
47.0 - 57.0
2043.8 - 2033.8
Ins
BR
46.0
2044.8
MW-23
Off -Site
35.582017
82.611985
2145.05
2145.20
28.25
2116.80
41.5
31.0 - 41.5
2114.2 - 2103.7
Ino
BR
30.0
2115.2
MW-24
Off -Site
35.579301
82.614610
2225.37
2225.49
63.24
2162.13
110.0
70.0 - 80.0
2155.5 - 2145.5
II
PWR
42.0
2183.5
MW-25
Off -Site
NP-D
NP-D
2207.91
2208.04
NP-D
NP-D
106.0
96.0 - 106.0
2112.0 - 2102.0
II
PWR
104.0
2104.0
MW-26
Off -Site
35.581075
82.616078
2207.46
2207.62
NM
NM
51.5
41.0 - 51.0
2166.6 - 2156.6
II
PWR/BR
42.0
2165.6
MW-44
Off -Site
35.579610
82.613510
2219.15
2219.46
62.05
2157.10
81.0
65.0 - 80.0
2154.5 - 2139.5
II
SAP/PWR
80.0
2139.5
IW-1
On -Site
35.580100
82.614180
2216.24
2216.43
NM
NM
55.0
46.5 - 55.0
2169.9 - 2161.4
INJ
BR
44.0
2172.4
IW-2
On -Site
35.579900
82.613960
2221.59
2221.78
54.10
2167.49
84.0
64.0 - 84.0
2157.8 - 2137.8
INJ
BR
64.0
2157.8
IW-3
On -Site
35.579910
82.613820
2217.41
2217.69
NM
NM
77.0
50.0 - 77.0
2167.7 - 2140.7
INJ
PWR
77.0
2140.7
IW-3A
On -Site
35.579850
82.613900
2220.14
2220.37
NM
NM
57.0
25.0 - 57.0
2195.4 - 2163.4
INJ
SAP/PWR
57.0
2163.4
RW-1
On -Site
35.579844
82.613866
2218.19
2218.61
53.28
2164.91
84.4
42.4 - 82.4
2176.2 - 2136.2
II
BR/PWR
72.4
2146.2
RW-2
On -Site
35.579993
82.613123
2182.46
2183.62
NP-A
NP-A
78.0
35.0 - 75.0
2148.6 - 2108.6
II
BR
31.0
2152.6
RW-3
On -Site
35.580081
82.614283
2217.58
2218.06
47.32
2170.26
76.0
54.0 - 64.0
2164.1 - 2154.1
II
BR
36.0
2182.1
RW-4
On -Site
NP-A
NP-A
2160.78
2161.74
NP-A
NP-A
60.0
19.6 - 59.6
2142.1 - 2102.1
II
BR
20.0
2141.7
RW-5
On -Site
35.580081
82.611909
2159.48
2160.60
16.82
2142.66
66.0
20.2 - 60.2
2140.4 - 2100.4
II
BR
16.0
2144.6
RW-6
On -Site
35.580341
82.611667
2160.44
2161.57
18.98
2141.46
67.0
20.0 - 60.0
2141.6 - 2101.6
II
SAP/BR
36.0
2125.6
RW-7
I On -Site
1 35.580681
1 82.61164E
1 2164.57
1 2165.60
1 24.12
1 2140.45
1 67.0
1 13.0 - 53.0
1 2152.6 - 2112.E
1 II
1 SAP/PWR
1 55.0
1 2110.6
Notes:
*Values rounded to the nearest 0.1-ft.
NM = Not measured
NP-A = Not Present - Abandoned
NP-D / NP = Not Present - Destroyed by Grading/Missing
bgs = below ground surface.
bmp = below measuring point.
Water levels measured on 9/18/17. IIIo = Type III open bedrock well
Measuring Point Elevation is top of casing. BR & PWR = Bedrock & Partially Weathered Rock
INJ = Injection wells are stone filled boreholes SAP = Saprolite
II = Type II well MW-24 was abandoned, redrilled and replaced in 2007 after the well head
IIIs = Type III screened well was damaged by Milkco contractors in 2003.
The ground surface at RW-1 and MW-6 was raised 7.4 feet and the wells were extended. Both were resurveyed in November 2010.
GPS coordinates measured via hand-held meter in 2014 using existing well heads and/or remains of abanoned well heads.
Prepared by: AWA
Table 3 (2017) of Tables Pemut Renewal 2018 Andrex 1022-50.xlsx Checked by: IAI

Table 4
Well Installation Plan
Andrex Industries
Asheville, North Carolina
NCDEQ Groundwater Incident Number 6586
BLE Project No. J18-1022-50
M
O
N
O�
V
>
'o
w
a
2
o
o
.o
a
79
MW-3R
MW-8R
MW-25R
MW-44
X
IW-1
X
IW-2
X
IW-3
X
IW-3A
X
IW-4
IW-5
**X**
IW-6
IW-7
IW-8
IW-9
IW-10
**X**
IW-11
IW-12
Notes:
X - Well Installation Performed.
*Installations during the renewal period are based on:
1) Available operational budget.
2) Monitoring results.
**Next planned installations if budget is available and monitoring results indicate need
Prepared by: AWA
Table 4 Install Schedule of Tables Permit Renewal 2018 Andrex 1022-50.xlsx Checked by: TJB

Table 5
Monitor Only Matrix
Andrex Industries
Asheville, North Carolina
NCDEQ Groundwater Incident Number 6586
BLE Project No. J18-1022-50
cd
U
U
W
�
�
Groundwater
RW-3 and iW-1
RW-3
V& T
V& T
V& T
MW-5
V&T
V&T
V&T
MW-12
V&T
V&T
V&T
IW-2, IW-3 and/or IW-3A
IW-2
V & T
V & T
V & T
RW-1
V&T
V&T
V&T
MW-6
V&T
V&T
<IW-10>
MW-44
V & T
None
<MW-3R>
<IW-4>
MW-7
V & T
<IW-5>
<MW-8R>
MW-9
V & T
<IW-6>
None
<IW-7>
RW-5
V & T
V & T
MW-10
V&T
V&T
MW-13
V & T
MW-14
V & T
<IW-8>
RW-6
V & T
V & T
<IW-9>
RW-7
V & T
MW-11
V & T
V&T
<IW-11>
MW-24
V & T
<IW-12>
<MW-25R>
None
MW-15
V
MW-16
V
MW-17
V
MW-18
V
MW-20
V
MW-21
V
MW-26
V
Surface Water
None
Smith Mill Creek 1
V & T
Smith Mill Creek 2
V & T
Smith Mill Creek 3
V & T
Smith Mill Creek 4
V & T
Smith Mill Creek 5
V & T
Smith Mill Creek 6
V & T
Bear Creek 1
V& T
V& T
Bear Creek 2
V & T
Bear Creek 3
V & T
Bear Creek 4
V & T
Bear Creek 5
V & T
Jehovah Witness 1
V& T
V& T
Cecil's Spring 1
V & T
Cecil's Spring 2
V & T
Notes:
Wells located outside of the Injection Zone.
V = VOC analyses performed by EPA Method 8260 MSV Low Level.
T = TOC analyses performed by Standard Method 9060A.
<Well Name> = Well Planned for Possible Future Installation.
NP - Not Present.
NS - Not Sampled (Well not accessible).
Prepared by: AWA
Table 5 Monitoring Matrix of Tables Permit Renewal 2018 Andrex 1022-50.xlsx Checked by: IAI

Table 6
Injection Monitoring Plan
Andrex Industries
Asheville, North Carolina
NCDEQ Groundwater Incident Number 6586
BLE Project No. J18-1022-50
a°
:a
>
q
U0
y
0
o
0
U
W
❑
0
U
W
0
0
0
U
>
o
V
d
O
U
O
>
T
y
U
O
>
O
9
o
Groundwater
RW-3 and IW-1
RW-3
X
X
X
X
X
MW-5
X
X
X
X
X
MW-12
X
X
X
X
X
IW-2, IW-3 and/or IW-3A
IW-2
X
X
X
X
X
RW-1
X
X
X
X
X
MW-6
X
X
X
X
X
<IW-10>
MW-44
X
X
X
X
X
None
<MW-3R>
X
<IW-4>
MW-7
X
X
X
X
X
<IW-5>
<MW-8R>
X
X
X
X
X
MW-9
X
X
X
X
X
<IW-6>
None
<IW-7>
RNN'-5
X
X
X
X
X
MW-10
X
X
X
X
X
MW-13
X
X
X
MW-14
X
X
X
<IW-8>
RW-6
X
X
X
X
X
<IW-9>
RW-7
X
X
X
X
X
MW-11
X
X
X
X
X
MW-23
X
X
X
<IW-11>
MW-24
X
X
X
X
X
<IW-12>
<MW-25R>
X
X
X
X
X
None
MW-15
X
MW-16
X
MW-17
X
MW-18
X
MW-20
X
MW-21
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
X
Bear Creek 2
X
Bear Creek 3
X
Bear Creek 4
X
Bear Creek 5
X
Jehovah Witness 1
X
X
Cecil's Spring 1
X
Cecil's Spring 2
X
Notes:
_ells located outside of the Injection Zon
VOC analyses performed by EPA Method 8260 MSV Low Level.
TOC analyses performed by SM Method 9060A.
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.
Monitoring is performed when injection is performed in corresponding well.
<Well Name> = Well Planned for Possible Future Installation.
Prepared by: AWA
Table 6 Monitoring Plan of Tables Permit Renewal 2018 Andrex 1022-50.xlsx Checked by: TJB

Figures

RESIDENTIAL
RESIDENTIAL
BEAR CREEK ROAD
RESIDENTIAL
i
�•• TENNIS ,
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 '
O '
O N �1►� � � O '
N N O i
N
ty �O
FORMER CECICS COLLEGE �� r r O M NM
O
mw_ 1 A N N N � �Q5
MALVERN HILLS I POOL
PARK
RESIDENTIAL
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."
RESIDENTIAL
2120
LEGEND �'•�..`
2140.83
NP
NP—A
APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR
SHALLOW BEDROCK) GROUNDWATER MONITORING WELL
APPROXIMATE LOCATION OF EXISTING (TYPE III —BEDROCK)
GROUNDWATER MONITORING WELL
RECOVERY WELL OR INJECTION WELL
WATER SUPPLY WELL
BELOW GROUND STREAM SHOWING FLOW DIRECTION
ABOVE GROUND STREAM SHOWING FLOW DIRECTION
PROPERTY LINE
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.
NOT PRESENT
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.
NM NOT MEASURED
APPROXIMATE DIRECTION OF GROUNDWATER FLOW
�M� APPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
EQUIPOTENTIAL CONTOUR LINE
200 100 0 200 400
APPROXIMATE SCALE IN FEET
REVISIONS DRAWN: DATE: 08-27-18FIGURE NO.
No. DESCRIPTION BY ACE IM BUNNELL M LAMMONS GROUNDWATER ELEVATION CONTOUR MAP — SEPTEMBER 18, 2017
CHECKED: AWA CAD FILE: MENGINEERING ANDREX INDUSTRIES
FIG 1 PERMIT 1022-50GWM DEAVERVIEW ROAD
APPROVED: JOB NO: 6004 Ponders Court, Greenville, SC 29615 ASHEVILLE, NORTH CAROLINA
J18-1022-50 Phone: [phone] Fax: [phone]

RESIDENTIAL
RESIDENTIAL
CS-2
3.4
BEAR CREEK ROAD
RESIDENTIAL
/101
FO ER CECIL'S LEGE RESIDENTIAL
.S _ CS-1 %O
tea!•_.. _-�=
ffiilW-16 6.4
145 MW-15*
63 S
Mw�-18 %� r°° °
4.4
\ � / 'fWEN. TM STREET
700
PLTKIC SERVICEy `
CO. NC �\ S RESIC
� )p � O
I��P]�511\C�fl
RESIDENTIAL
x BC-2 RESIDENTI
it
MILKCO, INC.
-10 -1 MW-24
180 i RW-3
r'^ 70
IW-11
MW-12
ND
MW-5
IW-3 2.6 IW-2
NS IW-12 MW-6* 0.96
MW-25R MW-25 1,393
NP RW-1 -
7.4
MILKCO,
INC.
P IW-10
�o
MW-44
7,686
R
PERFENION GEAR, INC.
MW-10
970
l
/ MW-13
ICE ` 1,620
ORE-
R �_ _
SILVERS
M Iw
NS
I
RW-2 �
AB MW-8 AB
AB
II MW-8A
II 1W_6 AB MW-9
i 3,248
I RW-4
AB A REX
IIIW-7INDUST S, INC.
r
RW-5
1,350 "
IW-8
a
O
RW-6
461
Q5 NS
MW-2
NS IW-4MW-7
AB
BOWLING PROPER �� SILVER i0o
o 14 0� ALLEY i
W �
_ � � � � McDADE STREET
MALVERN HILLS PARK IBC-3
/ 4.6
�• — ..�_..�• I TENNIS I ND
/ •' I COURTS I _
/ • • L RUMBOUGN PCE
w
BC-5 /•'� �� 100o F�. Uj RESIDENTIAL
ND /•'
o Q
MIDDLEMONT AVENUE
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.
-gC-1 ,
14
RESIDENTIAL
MW-14 * PROPER
1,010
USTICE PROPERTY
® `
RESIDENTIAL ,_-��'
CHLOROFORM4ONLY.
p\\
200 100 0 200 400
APPROXIMATE SCALE IN FEET
6
1
1
I
I
I
1
i
I
HAYNES CORP. �� SCOTTDA� DRIVE
J��
41
HAYNES CORP.
zo 4O 1
s
\ RESIDENTIAL
v
SM-1
0.82
\ N
MW-23 I S ND 2 I
J m
MW2617
IW-9I - -
I r� I 9
MW_1i\ROY D. FARMER RAR I SM-3 RASH ROAD
1,024 \ I I I 0.78 MW-21
2.2
—RW_7—J \ I CHLOROFORM ONLY
9.1 \ I • �-�� MW-22
JW-1Alb NP
PROPERTY
RESIDENTIAL
_ _ 50 , FORMER JEHOVA4\
WITNESS PROPERTY FORMER
�OR
` BIESTERFEDLT
F -19 � � PROPERTY
SpU� SM
_ I 1.0 •'\;
10 � NP i a�0A0 SM-5
SATTERFIELD WATER WELL SM-6
CRYDERMAN
PROPERTY _ HOUSE - _ PROPERTY ND
ND
ff's
-
RESIDENTIAL
.�'''I,'1 r,,
CAR��'��
N
w JGE NS 7
S -
1475 cc ;
LEGEND
II A,4E PROPOSED INJECTION WELL (IW-4 THROUGH IW-12)
74
90® PROPOSED MONITORING WELL (MW-3R, MW-8R, AND MW-25R)
Q5 APPROXIMATE LOCATION OF EXISTING (SAPROLITE OR SHALLOW
NOTES: BEDROCK) GROUNDWATER MONITORING WELL
1. LABORATORY ANALYSIS BY EPA METHOD 8260B.
2. WELLS AND SURFACE WATER WAS SAMPLED ON SEPTEMBER 18-20, 2017. Q APPROXIMATE LOCATION OF EXISTING (TYPE III —BEDROCK)
GROUNDWATER MONITORING WELL
3. CONCENTRATIONS OF CHLOROFORM INTERMITTENTLY DETECTED IN MW-20, MW-21 AND
MW-26 ARE PROBABLY RELATED TO LEAKING WATER SUPPLY LINES IN CLOSE Q RECOVERY WELL OR INJECTION WELL
PROXIMITY TO THE WELLS.
4. SAMPLES FROM STREAMS DESIGNATED AS FOLLOWS: APPROXIMATE LOCATION OF SURFACE WATER SAMPLES (SEE NOTE 4)
SM = SMITH MILL CREEK TRIBUTARY (WATER SAMPLES COLLECTED 9-20-17).
CS = CECIL'S SPRING
BC = BEAR CREEK
JW = FORMER JEHOVAH WITNESS PROPERTY O WATER SUPPLY WELL
5. NP = NOT PRESENT, WELL WAS NOT PRESENT AT TIME OF SAMPLING. 162 CONCENTRATION OF TOTAL DETECTED CHLORINATED VOLATILE ORGANIC
6. ** SKY LANES BOWLING CENTER COMPOUNDS IN PARTS PER BILLION (ppb).
NCDEH — PUBLIC WATER SYSTEM ID #10-11-025
WELL NAME: WELL #1 —�-- �— BELOW GROUND STREAM SHOWING FLOW DIRECTION
AS OF 5-19-2009, MR. MARC FOWLER OF BUNCOMBE COUNTY HAS STATED
"...THE ESTABLISHMENT HAS BEEN RESTORED TO CITY WATER."
—•• �— ABOVE GROUND STREAM SHOWING FLOW DIRECTION
7. * THE WELLS MAY INTERCEPT FRACTURE SETS OR MAY BE SCREENED AT
ELEVATIONS AT WHICH GROUNDWATER CONTAMINANT CONCENTRATIONS ARE — — — PROPERTY LINE
INCONSISTENT WITH THE ESTABLISHED PLUME. THE VALUES WERE IGNORED FOR
CONTOURING PURPOSES.
�MAPPROXIMATE LOCATION OF SANITARY SEWER MANHOLE WITH SEWER LINE
8. THE FORMER WATER SUPPLY WELL ON THE CRYDERMAN PROPERTY APPEARED
TO BE ABANDONED AND COULD NOT BE SAMPLED AS OF OCTOBER 2005. 100 TOTAL CHLORINATED CONCENTRATION CONTOUR IN PARTS PER BILLION
9. MW-19 WAS NOT PRESENT IN OCTOBER 2003 AND WAS PRESUMED TO BE — —ND-- ESTIMATED LIMIT OF VOC'S
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. VERY LOW CONCENTRATION AS THE RESULT OF GROUNDWATER
REMEDIATION. IGNORED FOR CONTOURING PURPOSES.
10. RECOVERY WELLS WERE NOT OPERATIONAL AT THE T1ME OF SAMPLING.
11. AB = WELL ABANDONED IN 2008 PER APPROVED BROWNFIELD REDEVELOPMENT PLAN. INJECTION ZONE
REVISIONS DRAWN: DATE: 08-27-18 BUNNELL FIGURE NO.
No. DESCRIPTION BY ACE ' LAMMONS INJECTION WELL PLAN FOR 2018 UIC PERMIT RENEWAL WITH CONTOUR MAP OF TOTAL CHLORINATED VOC ISOCONCENTRATIONS - SEPTEMBER 18-20, 2017
CHECKED: AWA CAD FILE: ENGINEERING GROUNDWATER AND SURFACE WATER
FIG 2 PERMIT 1022-50 INJECT PLAN
ANDREX INDUSTRIES
6004 Ponders Court, Greenville, SC 29615
APPROVED: JOB NO: J18-1022-50 Phone: [phone] Fax: [phone] ASHEVILLE, NORTH CAROLINA

2245
2235
2225
2215
2205
2195
2185
U�
2175
~ 2165
LL
z 2155
O
2145
W
J
LiJ 2135
2125
2115
2105
2095
2085
2075
2065
2055
2225 -
2215
2205 -
2195
2185 -
2175
2165 -
2155
C� 2145 -
2135
L�
z 2125 -
O_
~ 2115
Q
W
2105 -
W
2095
2085 -
2075
2065 -
2055
2045 -
2035
2025 -
MW
I AB
I SOUT
" w
FM 11 1r mI11 Awl I�Q
0
ITIAL
LS
,TY
20
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800
DISTANCE, FT.
GEOLOGIC PROFILE A -A'
kill vrn
2245
2235
2225
2215
2205
2195
2185
(f�
2175
2165 ~
LL
2155 z
O
2145
LiJ
J
2135 LiJ
2125
2115
2105
2095
2085
2075
2065
2055
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800
DISTANCE, FT.
GEOLOGIC PROFILE 13-13'
LEGEND
APPROXIMATE POTENTIOMETRIC SURFACE ON 9-18-2017
GROUND SURFACE
75, Wr APPROXIMATE LOCATION OF BEDROCK ENCOUNTERED IN BORINGS
> GROUNDWATER FLOW DIRECTION
76 SCREENED OR OPEN BEDROCK INTERVAL WITH CONCENTRATION OF TOTAL CHLORINATED
VOLATILE ORGANICS IN ug/I ON 9/18-16/2017
AB WELL WAS ABANDONED
o �
� c
N
SCALE 11nch
200 Feet
VERTICAL EXAGGERATION = 1OX
INJECTION ZONE
NCAR•
NS
S�
r 1475 cc
A
LO
����►�tstill
NOTE:
INJECTION WELLS IW-5, IW-7 AND IW-11 ARE PROPOSED FOR FUTURE INSTALLATION. ACTUAL CONSTRUCT10N TO
BE DETERMINED IN THE FIELD.
2225
2215
2205
2195
- 2185
2175
2165
2155
_J
2145 C�
2135
LL---
2125 z
O_
2115 ~
Q
W
- 2105
W
2095
2085
2075
2065
2055
- 2045
2035
2025
0 ■
PROFILE LOCATION PLAN
REVISIONS DRAWN: DATE: 08-27-18 BUNNELL FIGURE NO.
No. DESCRIPTION BY ACE ' LAMMONS HYDROGEOLOGIC PROFILES OF THE AFFECTED AREA FOR THE 2017 IER
�
CHECKED: CAD FILE: ANDREX INDUSTRIES
AWA FIG 3 PERMIT 1022-50 PROFILE � � ENGINEERING
DEAVERVIEW ROAD3
11 1 1 1APPROVED: 1 1 1JOB NO: 6004 Ponders Court, Greenville, SC 29615 ASHEVI AV NORTH CAROLINA 11
J18-1022-50 Phone: [phone] Fax: [phone]

ABOVE BEDROCK INJECTION WELL
CONSTRUCTION DIAGRAM
4—INCH THICK FLUSH MOUNT STEEL
3' X 3' CONCRETE PAD WELL COVER
GROUND SURFACE COMPRESSION
WELL CAP
CEMENT GROUT ` a• a 4
e •a
BENTONITE SEAL
TO GROUNDWATER SURFACE
(VARIABLE DEPTH)
(VARIABLE DEPTH) GRAVEL
6—INCH ID PVC RISER
GROUNDWATER LEVEL
jo 0
� 0
TOTAL DEPTH
�Lc
#3 STONE o OF BORING
(VARIABLE THICKNESS) (VARIABLE DEPTH)
�o 0
� o 9V--
10—INCH AIR —HAMMERED 6 Q�o
BOREHOLE
� o 0
BORING TERMINATED AT
TOP OF BEDROCK
(VARIABLE DEPTH)
I D%M�6
JOB NO.: FIGURE
J18-1022-50 'M BUNNELL
� LAMMONS ABOVE BEDROCK INJECTION WELL DIAGRAM
DATE: ENGINEERING FORMER ANDREX INDUSTRIES '�
08-27-18 6004 Ponders Court, Greenville, SC 29615 ASHEVILLE, NORTH CAROLINA
SCALE: phone: [phone] Fax: [phone]
NOT TO SCALE

BEDROCK INJECTION WELL
CONSTRUCTION DIAGRAM
4—INCH THICK
3' X 3' CONCRETE PAD
GROUND SURFACE
CEMENT GROUT
TOP OF BEDROCK
(VARIABLE DEPTH)
\�/x >>/x >>/x
APPROXIMATELY 2—FEET OF PEA GRAVEL
#3 STONE
(VARIABLE THICKNESS)
I GROUNDWATER LEVEL
10—INCH AIR —HAMMERED
BOREHOLE
FLUSH MOUNT STEEL
WELL COVER
COMPRESSION
WELL CAP
— BENTONITE SEAL
(VARIABLE THICKNESS)
6—INCH ID PVC RISER
TOP OF BEDROCK
APPROXIMATELY 3 FEET
TOTAL DEPTH
OF BORING
(VARIABLE DEPTH)
2000 1000 0 2000 4000
APPROXIMATE SCALE IN FEET
JOB NO.: J18-1022-50 IM BUNNELL
FIGURE
M LAMMON5 BEDROCK INJECTION WELL DIAGRAM
DATE: 08-27-18 M I
ENQINEERIN8 FORMER ANDREX INDUSTRIES
6004 Panders Court, Greenville, SC 29615 ASHEVILLE, NORTH CAROLINA 'W-B
SCALE: NOT TO SCALE Phone: (864) 2EB-1265 Fox: [864) 28B-442D

Appendix A

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
For Internal Use ONLY:
1. Well Contractor Information:
John Gorman
Well Contractor Name
3485-A
NC Well Contractor Certification Number
Bunnell-Lammons Engineering, Inc.
Company Name
2. Well Construction Permit #: U I C #W 10100106
List all applicable well permits (i.e. Coun), State, Variance, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothemlal (Heating/Cooling Supply)
❑ Industrial/Commercial
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothemlal (Closed Loop)
❑Geothemlal (Heating/Cooling
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
©Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21
4. Date Well(s) Completed: 3-16-15 We11ID# IW-1
5a. Well Location:
Milkco, Inc. (Former Andrex) #07022-03-11
Facility/Owner Name Facility ID# (if applicable)
180 Deaverview Road, Asheville, NC 28806
Physical Address, City, and Zip
Buncombe 9667
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
35.58010 N 82.61418 W
6. Is (are) the well(s): ©Permanent or ❑Temporary
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 under #21 remarks section or on the back of this form.
8. Number of wells constructed: One
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one farm.
9. Total well depth below land surface: 55 (ft-)
For multiple wells list all depths ifdierent (example- 3@200' and 2@100)
10. Static water level below top of casing: 47 (ft.)
Ifwater level is above casing, use "+"
11. Borehole diameter: 10 (in.)
12. Well construction method: air hammer
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
50
ft.
50 ft.
water -bearing fracture
ft.
ft.
15. OUTER CASING for multi -cased wells)OR LINER if a licable
FROM
TO
DIAMETER
THICKNESS
MATERIAI
0
ft.
47 ft.
6 in- 1
Sch40
I PVC
16. INNER CASING OR TUBING eother at closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0
ft.
2.0 ft.
cement
gravity -- 2 bags
2
ft-
44.5 ft-
bentonite
gravity -- 25 bags
ft.
ft.
19. SAND/GRAVEL PACK if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
44.5
ft•
46.5 ft.
pea gravel
gravity
46.5
ff
55 ft.
#3 stone
gravity
20. DRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION color, hardness, soillrock h e, grain size, etc.
0
ft.
6 ft.
red-brn mic f-m sandy SILT w/ some clay
6
ft•
10 ft•
red-brn mic silty f-m SAND (residuum)
10
rt•
16 rt•
rock seam (PWR)
16
rt•
32 rt.
red-brn mic silty f-m SAND
32
rt•
44 rt•
brn mic silty f-m SAND w/ rock fragments (PWR)
44
ft•
55 rt•
bedrock
ft.
ft.
21. REMARKS
22. Certification:
3-18-15
Signature of Certified Well Contractor
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
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 Iniection 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,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-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
For Internal Use ONLY:
1. Well Contractor Information:
Brunson L. King
Well Contractor Name
3290-A
NC Well Contractor Certification Number
Landprobe, LLC
Company Name
2. Well Construction Permit #: U I C #W 10100106
List all applicable well permits (i.e. Coun), State, Variance, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothemlal (Heating/Cooling Supply)
❑ Industrial/Commercial
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothemlal (Closed Loop)
❑Geothemlal (Heating/Cooling
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
©Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21
4. Date Well(s) Completed: 4-9-14 We11ID# IW-2
5a. Well Location:
Milkco, Inc. (Former Andrex) #07022-03-11
Facility/Owner Name Facility ID# (if applicable)
180 Deaverview Road, Asheville, NC 28806
Physical Address, City, and Zip
Buncombe 9667
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
35.57990 N 82.61396 W
6. Is (are) the well(s): ©Permanent or ❑Temporary
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 under #21 remarks section or on the back of this form.
8. Number of wells constructed: One
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one farm.
9. Total well depth below land surface: 84 (ft.)
For multiple wells list all depths ifdierent (example- 3@200' and 2@100)
10. Static water level below top of casing: 56 (ft-)
Ifwater level is above casing, use "+"
11. Borehole diameter: 10 (in.)
12. Well construction method: air hammer
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
70 ft.
73 ft.
water bearing fractures
ft.
ft.
15. OUTER CASING for multi -cased wells OR LINER if a licable
FROM
TO
DIAMETER
THICKNESS
MATERLAL
0 ft.
64 ft.
6 in.
Sch 40
1 PVC
16. INNER CASING OR TUBING eother at closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0 ft.
2 ft
cement
gravity -- 1 bag
2 ft.
64 ft.
bentonite
gravity -- 13 bags
ft.
ft.
19. SAND/GRAVEL PACK if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
64 ft.
84 ft.
#3 stone
gravity
ft.
ft.
20. DRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION color, hardness, soillrock h e, grain size, etc.
0 rt•
25 rt•
red-brn f-m sandy SILT (fill)
25 rt•
35 rt•
red-brn silty f-m SAND (residuum)
35 rt•
64 rt•
brown silty f-m SAND (PWR)
64 rt•
84 rt.
gray-brn f-m SAND (bedrock)
rt.
rt.
ft.
ft.
ft.
ft.
21. REMARKS
Well construction per UIC permit
22. Certification:144 /
d /
Signature of Certified Well Contractor
5-8-14
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
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 Iniection 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,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-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
For Internal Use ONLY:
1. Well Contractor Information:
John Gorman
Well Contractor Name
3485-A
NC Well Contractor Certification Number
Bunnell-Lammons Engineering, Inc.
Company Name
2. Well Construction Permit #: U I C #W 10100106
List all applicable well permits (i.e. Coun), State, Variance, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
©Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21
4. Date Well(s) Completed: 3-18-15 We11ID# IW-3
5a. Well Location:
Milkco, Inc. (Former Andrex) #07022-03-11
Facility/Owner Name Facility ID# (if applicable)
180 Deaverview Road, Asheville, NC 28806
Physical Address, City, and Zip
Buncombe 9667
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
35.57991 N 82.61382 W
6. Is (are) the well(s): ©Permanent or ❑Temporary
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 under #21 remarks section or on the back of this form.
8. Number of wells constructed: One
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one farm.
9. Total well depth below land surface: 77 (ft.)
For multiple wells list all depths ifdierent (example- 3@200' and 2@100)
10. Static water level below top of casing: 52 (ft.)
Ifwater level is above casing, use "+"
11. Borehole diameter: 10 (in.)
12. Well construction method: air hammer
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for multi -cased wells)OR LINER if a licable
FROM
TO
DIAMETER
THICKNESS
MATERLAL
0 ft.
50 ft.
6 in. 1
SCh40
I PVC
16. INNER CASING OR TUBING eother at closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0 ft.
3 ft
cement
gravity -- 3 bags
3 ft
15 ft
bentonite
gravity -- 9 bags
ft.
ft.
19. SAND/GRAVEL PACK if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
15 It-
50 ft•
pea gravel
gravity
50 It'
77 ft.
#3 stone
gravity
20. DRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION color, hardness, soil/rock type, grain size, etc.
0 ft.
10 ft•
red-brn mic f-m sandy SILT (fill)
10 ft-
25 ft•
red-brn mic f-m sandy SILT (residuum)
25 ft-
38 ft•
brn mic silty f-m SAND (PWR)
38 ft
77 ft•
brn mic silty f-m SAND (PWR)
ft.
77 ft•
bedrock
ft.
ft.
ft.
ft.
21. REMARKS
22. Certifica��tJJion:
3-18-15
Signature of Certified Well Contractor
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
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 Iniection 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,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-1 North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD (GW-1)
For Internal Use Only:
1. Well Contractor Information:
John Gorman
Well Contractor Name
3485-A
NC Well Contractor Certification Number
Bunnell-Lammons Engineering, Inc.
Company Name
2. Well Construction Permit #: U I C #W 10100106
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
FlGroundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21
4. Date Well(s) Completed: 3/18/16 Well ID# I W-3A
5a. Well Location:
Milkco, Inc. (Former Andrex) #07022-03-11
Facility/Owner Name Facility ID# (if applicable)
180 Deaverview Road, Asheville, NC 28806
Physical Address, City, and Zip
Buncombe 9667
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
35.57985 N 82.61390 W
6. Is(are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or NNo
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled: one
9. Total well depth below land surface: 57 00
For multiple wells list all depths ifdierent (example- 3@200' and 2@100)
10. Static water level below top of casing: 52 00
Ifwater level is above casing, use "+"
11. Borehole diameter: 10 (in.)
12. Well construction method: Air hammer
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for multi -cased wells OR LINER if a licable)
FROM
TO
DIAMETER
THICKNESS
I MATERIAL
0 ft
30 ft
6 in
Sch 40
1 PVC
16. INNER CASING OR TUBING(geothermal closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft
in.
ft.
ft
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
ft
ft
in.
ft
ft
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0 ft.
3 ft.
cement
gravity -- 3 bags
3 ft•
20 ft•
bentonite
gravity -- 13 bags
ft.
ft.
19. SAND/GRAVEL PACK if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
20 ft•
25 ft•
pea gravel
gravity
25 ft
57 ft
#3 stone
gravity
20. DRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
0 ft•
12 ft•
red-brn mic f-m sandy SILT (fill)
12 ft'
14 ft.
drk brn mic f-m sandy SILT w/some topsoil
14 ft•
57 ft•
light brn mic silty f-m SAND with PWR seams
et•
57 ft•
bedrock
et.
rr.
ft.
ft.
ft.
it.
21. REMARKS
22. Certification: n ,�
3/18/16
Signature of Certified Well Contractor
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016