WM0100583_Monitoring Well Construction Application_20240703

AECOM
6000 Fairview Raod, Suite 200
Charlotte, NC 28210
T: 704.522.0330
aecom.com
July 3, 2024
North Carolina Department of Environmental Quality
Aquifer Protection Section
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
Attn: Mr. Brett Laverty
Re:Monitoring Well Permit Application
Thru-Out Cleaning and Pressing - DSCA Site No. DC110014
2 London Road, Asheville, Buncombe County, North Carolina
Dear Mr. Laverty:
AECOM Technical Services of North Carolina, Inc. on behalf of the NCDEQ – DSCA Program, has prepared
the attached permit application for the construction of one monitoring well in Asheville, Buncombe County,
North Carolina. This application is being submitted in accordance with 15A NCAC 2C.0105. Proposed
activities include installation of one monitoring well on an off-site property (99 Fairview Road). Upon
approval, please forward a copy of the monitoring well construction permit to [e-mail].
If you have any questions or require additional information, please do not hesitate to call Rob MacWilliams
at 704.499.4839 or Aaron Council at 864.351.9517.
Sincerely,
AECOM TECHNICAL SERVICES OF NORTH CAROLINA, INC.
Aaron S. Council Robert H. MacWilliams, PG
Senior Project Manager Program Manager
Enclosures
FOR OFFICE USE ONLY
PERMIT NO.ISSUED DATE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF WATER RESOURCES
APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING OR RECOVERY WELL SYSTEM
PLEASE TYPE OR PRINT CLEARLY
In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant thereto,
application is hereby made for a permit to construct monitoring or recovery wells.
1.Date:07/03/2024
2.County: Buncombe
3.What type of well are you applying for? (monitoring or recovery):Monitoring
4.Applicant: Signature Opportunity C1, LLC (Petitioner for DSCA Site DC110014) Telephone:[phone]
Applicant’s Mailing Address: DSCA Program (Attn: Mike Cunningham), 1646 Mail Service Center, Raleigh, NC 27699-1646
Applicant’s Email Address (if available): [e-mail]
5.Contact Person (if different than Applicant): Aaron Council Telephone:[phone]
Contact Person’s Mailing Address: 10 Patewood Drive, Building 6, Suite 500, Greenville, SC 29615
Contact Person’s Email Address (if available):[e-mail]
6.Property Owner (if different than Applicant): SPC Real Estate LLC Telephone:[phone]
Property Owner’s Mailing Address: 101 Fairview Road, Suite D, Asheville, NC 28803
Property Owner’s Email Address (if available): [e-mail]
7. Property Physical Address (Including PIN Number)99 Fairview Road, Asheville, NC 28803 / PIN 964789070600000
City Asheville County Buncombe Zip Code 28803
8.Reason for Well(s):Groundwater contamination
(ex: non-discharge permit requirements, suspected contamination, assessment, groundwater contamination, remediation, etc.)
9.Type of facility or site for which the well(s) is(are) needed:DSCA site DC110014
(ex: non-discharge facility, waste disposal site, landfill, UST, etc.)
10. Are there any current water quality permits or incidents associated with this facility or site? If so, list permit and/or incident no(s).
DC110014 / Thru-Out Cleaning and Pressing (DSCA Site)
11. Type of contaminants being monitored or recovered:Chlorinated solvents
(ex: organics, nutrients, heavy metals, etc.)
12. Are there any existing wells associated with the proposed well(s)? If yes, how many? No
Existing Monitoring or Recovery Well Construction Permit No(s).:None
13. Distance from proposed well(s) to nearest known waste or pollution source (in feet):~200 feet
14. Are there any water supply wells located less than 500 feet from the proposed well(s)?No known wells
If yes, give distance(s):
15. Well Contractor:M&W Drilling, LLC Certification No.: 2332-A
Well Contractor Address: 4158 N NC 16 Business Highway, Denver, NC 28037-6206
PROPOSED WELL CONSTRUCTION INFORMATION
1.As required by 15A NCAC 02C .0105(f)(7), attach a well construction diagram of each well showing the following:
a.Borehole and well diameter e.Type of casing material and thickness
b.Estimated well depth f.Grout horizons
c.Screen intervals g.Well head completion details
d.Sand/gravel pack intervals
PROPOSED WELL CONSTRUCTION INFORMATION (Continued)
2.Number of wells to be constructed in unconsolidated
material: 0
3.Number of wells to be constructed in bedrock: 1
4.Total Number of wells to be constructed: 1
(add answers from 2 and 3)
5.How will the well(s) be secured?Bolted manhole
cover and padlock
6.Estimated beginning construction date: 07/08/2024
7.Estimated construction completion date: 07/08/2024
ADDITIONAL INFORMATION
1.As required by 15A NCAC 02C .0105(f)(5), attach a scaled map of the site showing the locations of the following:
a.All property boundaries, at least one of which is referenced to a minimum of two landmarks such as identified roads,
intersections, streams, or lakes within 500 feet of the proposed well or well system.
b.All existing wells, identified by type of use, within 500 feet of the proposed well or well system.
c.The proposed well or well system.
d.Any test borings within 500 feet of proposed well or well system.
e.All sources of known or potential groundwater contamination (such as septic tank systems, pesticide, chemical or fuel
storage areas, animal feedlots as defined in G.S. 143-215.10B(5), landfills, or other waste disposal areas) within 500 feet
of the proposed well or well system.
SIGNATURES
The Applicant assumes total responsibility for ensuring that the well(s) will be located, constructed, maintained, and abandoned in
accordance with 15A NCAC 02C.
on behalf of DSCA Petitioner for DSCA Site DC110014 Senior Project Manager_
Signature of Applicant or *Agent Title of Applicant or *Agent
Aaron Council, on behalf of DSCA Petitioner for DSCA Site DC110014* If signing as Agent, attach authorization agreement stating
Printed name of Applicant or *Agent that you have the authority to act as the Agent.
If the property is owned by someone other than the Applicant, the property owner hereby consents to allow the Applicant to construct
well(s) as outlined in this Well Construction Permit application and acknowledges that it shall be the responsibility of the Applicant to
ensure that the well(s) will be located, constructed, maintained, and abandoned in accordance with 15A NCAC 02C.
See attached access agreement See attached access agreement
Signature of Property Owner (if different than Applicant)Printed name of Property Owner (if different than Applicant)
DIRECTIONS
Please send the completed application to the appropriate Division of Water Resources’ Regional Office:
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
Phone: [phone]
Fax: [phone]
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
Phone: [phone]
Fax: [phone]
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, NC 27105
Phone: [phone]
Fax: [phone]
GW-22M/R (Rev. 5-26-2022)
GW-22MR (6/11)
Document:
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HENDERSON
BUNCOMBE
HENDERSON
AREA SHOWN WITHIN
BUNCOMBE COUNTY
SITE
Site Location Map
Thru-Out Cleaning and Pressing
2 London Road
Asheville, NC
DSCA Site DC110014 60
6
1
9
8
5
6
NOTE:
Source: City of Asheville
Approximate site boundary
AECOM TECHNICAL SERVICES
OF NORTH CAROLINA, INC
6000 FAIRVIEW ROAD, SUITE 200
CHARLOTTE, NC 28210
TEL: [phone]
FAX: [phone] DR
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SW-5 (11/3/2023)
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SHEET:
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LEGEND
Monitoring Well Location
Groundwater Grab Sample From
Mountain Environmental Group, April 2008
Site Property Boundary
Building Footprint
Site Property Boundary
Building Layout
BDL - Below Laboratory Detection Limits
ug/L - micrograms per liter
PCE - Tetrachloroethene
NS - Not Sampled
Inferred extent of Affected Groundwater
Sweeten Creek
Culverted Stream
Surface Water/Pore Water Sample Location
TCE - Trichloroethene
cis-1,2-DCE - cis-1,2-Dichloroethene
VC - Vinyl Chloride
MTBE - Methyl tert-butyl ether
Groundwater analytical results do not
exceed calculated vapor intrusion risk for
residential or non-residential exposure –
DSCA Indoor Air Risk Calculator.
Groundwater analytical results do not
exceed calculated vapor intrusion risk for
non-residential exposure but do exceed for
residential exposure – DSCA Indoor Air
Risk Calculator.
Groundwater analytical results exceed
calculated vapor intrusion risk for
residential and non-residential exposure –
DSCA Indoor Air Risk Calculator.Su
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PW-8 (11/3/2023)
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SW-8 (11/3/2023)
Chloroform 1.0 ug/L
MW-7
TYPE II GROUNDWATER MONITORING WELL INSTALLATION DETAIL
Project Name:Thru-Out Cleaning Drilling Co:M&W Drilling, LLC Well Number:
Location:Asheville, North Carolina Driller:Billy Lumpkin Job Number:
Client:NCDEQ - DSCA Program Drilling Method:Air Rotary Date Completed:
Geologist:Hayden Beck Static Water Level:b.TOC Survey Datum:
Manhole with Bolt Down Lid Top Of Casing Elevation ft 0.00 ft
With Lockable Cap Stickup
Grass, Asphalt/Concrete Land Surface Elevation ft
Concrete Surface Pad Surface Casing From ft to 10.0 ft
(2 ft x 2 ft x 6 in)
Casing Type:SCH-40 PVC
COMMENTS Inside Diameter:2
Diameter of Borehole (nominal)
6 in
Bentonite/Cement Grout
From ft to 6.0 ft
Note:Bottom of Boring (estimated)Depth 50 ft
Drawing Not to Scale
Depth 50.0 ft
All Depths are Referenced to Ground Surface Total Depth of Well, b. Top of Casing Depth 50 ft
Bottom of Well
ft
in
Screen Length:40 ft
Filter Sand for Screen
Sand Type:Medium
2
From 8.0 ft to 50.0
Screen Slot Size:0.010-in ID
8.0 ft
Top of Screen Depth 10.0 ft
Screen Type:SCH-40 PVC
to
Bentonite Pellet Seal
From 6.0 ft
TBD
0.0
0.5
TBD
MW-6
60727993
TBD
TBD TBD
MW Construction Details