WM0801223_Application_20230510

hart '� hickman
SMARTER ENVIRONMENTAL SOLUTIONS
Via USPS and e-mail
May 10, 2023
North Carolina Department of Environmental Quality
Division of Water Resources — Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Attn: Mr. Geoff Kegley,
Re: Permit to Construct Permanent Monitoring Wells
622 S 2nd St, Wilmington, NC
Former Heritage Cleaners (NC DCSA No. DC650018)
Wilmington, North Carolina
Dear Mr. Kegley:
Hart & Hickman, PC (H&H) is providing the attached updated monitoring well permit application
for groundwater assessment activities related to the former Heritage Cleaners site in Wilmington,
North Carolina. H&H is proposing to install two (2) permanent monitoring wells, one (1) shallow
(MW-4S) and one (1) intermediate (MW-4D), at 622 South 2nd Street, if final approval by the
owners is obtained. If not obtained, the wells are proposed to be located in the City of Wilmington
Right -of -Way near 615 South 2nd St. The two (2) permanent wells will be constructed next to one
another as a "nested" pair, but will be installed in separate boreholes and protected with separate
water tight caps, flush -mount steel manhole covers, and concrete pads. These two (2) proposed
wells are part of a total of five (5) "nested" pairs of wells for a total of ten (10) permanent wells to
be installed as part of the assessment activities. Enclosed please find the permit application, well
construction details, site map with the proposed location, and other relevant information for the
two proposed wells. Please review the provided information and return the approved permit to the
H&H Raleigh office.
Should you have any questions or need any additional information, please feel free to contact me
at [phone].
Sincerely,
Hart & Hickman, PC
e,4w� ate'
Savannah Scott
Assistant Project Geologist
Attachments
2923 South Tryon Street, Suite 100 I 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847A241 main

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.
FOR OFFICE USE ONLY
1. Date: 05/10/2023
2. County: New Hanover PERMIT NO. ISSUED DATE
3. What type of well are you applying for? (monitoring or recovery): permanent monitoring wells (MW-4S/ MW-4D)
4. Applicant: Alberta Properties LLC (petitioner for DSCA site #DC650018) Telephone: Mike Cunningham
Applicant's Mailing Address: DSCA Program, 1646 Mail Service Center, Raleigh NC 27699-1646
Applicant's Email Address (if available): mike.cunningham(a)ncdenr.gov
5. Contact Person (if different than Applicant): Savannah Scott, Hart & Hickman, PC Telephone: [phone]
Contact Person's Mailing Address: 3921 Sunset Ridge Rd, Suite 301, Raleigh, NC 27607
Contact Person's Email Address (if available): sscott(oharthickman.com
6. Property Owner (if different than Applicant): Maritime Townhomes HOA Telephone: [phone]
Property Owner's Mailing Address: 622 South 2nd Street, Wilmington, NC
Property Owner's Email Address (if available): edmondbadham(a)gmail.com
7. Property Physical Address (Including PIN Number) 622 S 2nd St, R05409-016-009-000 (alternate: City ROW near 615 S 2nd St)
City Wilmington County New Hanover Zip Code 28401
8. Reason for Well(s): Environmental assessment for DSCA Program
(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: Former Dry Cleaner
(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).
NCDEQ DSCA Site ID # DC650018
11. Type of contaminants being monitored or recovered: Chlorinated Solvent
(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).: N/A
13. Distance from proposed well(s) to nearest known waste or pollution source (in feet): approximately 580 feet
14. Are there any water supply wells located less than 500 feet from the proposed well(s)? Yes
If yes, give distance(s): Approximately 320 feet- this water supply well is out of service, and previously only used for irrigation
15. Well Contractor: Mid South Environmental, Inc Certification No.: 3581
Well Contractor Address: 1570 Morgan Road, Gold Hill, NC 28071
PROPOSED WELL CONSTRUCTION INFORMATION
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
Continued on Reverse

PROPOSED WELL CONSTRUCTION INFORMATION (Continued)
2. Number of wells to be constructed in unconsolidated
material: 2
3. Number of wells to be constructed in bedrock: 0
5. How will the well(s) be secured? Water tight caps,
flush -mount steel manhole covers, and concrete pads
6. Estimated beginning construction date: 05/15/2023
4. Total Number of wells to be constructed: 2 7. Estimated construction completion date: 05/19/2023
(add answers from 2 and 3)
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 hereby agrees that the proposed well(s) will be constructed in accordance with approved specifications and conditions of
this Well Construction Permit as regulated under the Well Construction Standards (Title 15A of the North Carolina Administrative Code,
Subchapter 2C) and accepts full responsibility for compliance with these rules
e,4wl � ��Agent for Petitioner for DSCA Site DC650018 Agent for Petitioner for DSCA Site DC650018
Signature of Applicant or *Agent Title of Applicant or *Agent
Savannah Scott * 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
wells as outlined in this Well Construction Permit application and that it shall be the responsibility of the applicant to ensure that the
well(s) conform to the Well Construction Standards (Title 15A of the North Carolina Administrative Code, Subchapter 2C).
See attached property access agreement (Attachment 3) See attached property access agreement (Attachment 3)
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 Raleigh Regional Office Wilmington Regional Office
2090 U.S. Highway 70 3800 Barrett Drive 127 Cardinal Drive Extension
Swannanoa, NC 28778 Raleigh, NC 27609 Wilmington, NC 28405
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [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]
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, NC 27105
Phone: [phone]
Fax: [phone]
✓1R Rev. 3-1-2016

ATTACHMENT 1
PERMANENT MONITORING WELL DIAGRAMS

TYPE II PERMANENT INTERMEDIATE MONITORING WELL CONSTRUCTION DETAILS
CROSS SECTIONAL VIEW
LUL, KAt3
CONCRETE PAD
FLUSH METAL WELL COVER
CONCRETE PAD
BACKFILL AROUND CASING
MATERIAL
cement grout
LENGTH
16 feet (0 to 16 ft)
WELL CASING
MATERIAL
schedule 40 PVC
DIAMETER
1 inches
JOINT TYPE
flush threaded
LENGTH
20 feet
L1
L3
SEAL
TYPE OF SEAL
bentonite
THICKNESS
2 feet (16 ft to 18 ft)
f
FILTER PACK
TYPE OF FILTER
No. 2 Sand
THICKNESS
12 feet (18 ft to 30 ft)
WELL SCREEN
SCREEN MATERIAL
schedule 40 PVC
L2
DIAMETER
1 inches
LENGTH
10 feet
SLOT SIZE
0.010 inches
DEPTH TO BOTTOM OF
L1 = 20 FT.
MONITORING WELL
30 feet
L2 = 10 FT.
DIAMETER OF
L3 = 30 FT.
BOREHOLE
3 in
TITLE Permanent Intermediate Monitoring Well
Diagram Hart & Hickman, PC
3921 Sunset Ridge Road, Suite 301
Raleigh, North Carolina 27607
FILE PREP. BY REV. BY DATE PROJECT NO.
SRS RH 12/6/2022 DSO-155 (DSCA ID# DC650018)

TYPE II PERMANENT SHALLOW MONITORING WELL CONSTRUCTION DETAILS
CROSS SECTIONAL VIEW
LUL, KAt3
CONCRETE PAD
FLUSH METAL WELL COVER
CONCRETE PAD
BACKFILL AROUND CASING
MATERIAL
cement grout
LENGTH
3 feet (0 to 3 ft)
WELL CASING
MATERIAL
schedule 40 PVC
DIAMETER
1 inches
JOINT TYPE
flush threaded
LENGTH
5 feet
L1
L3
SEAL
TYPE OF SEAL
bentonite
THICKNESS
1 feet (3 ft to 4 ft)
f
FILTER PACK
TYPE OF FILTER
No. 2 Sand
THICKNESS
11 feet (4 ft to 15 ft)
WELL SCREEN
SCREEN MATERIAL
schedule 40 PVC
L2
DIAMETER
1 inches
LENGTH
10 feet
SLOT SIZE
0.010 inches
DEPTH TO BOTTOM OF
L1 = 5 FT.
MONITORING WELL
15 feet
L2 = 10 FT.
DIAMETER OF
L3 = 15 FT.
BOREHOLE
3 in
TITLE Permanent Shallow Monitoring Well
Diagram Hart & Hickman, PC
3921 Sunset Ridge Road, Suite 301
Raleigh, North Carolina 27607
FILE PREP. BY REV. BY DATE PROJECT NO.
SRS RH 12/6/2022 DSO-155 (DSCA ID# DC650018)

ATTACHMENT 2
PROPOSED PERMANENT MONITORING WELL LOCATIONS

a

ATTACHMENT 3
PROPERTY ACCESS AGREEMENT

ROY COOPER
Governor
ELIZABEfH S. BISER
Secretary
MICHAEL SCOTP
Director
NORTH CAROLINA
Environmental Quality
CONSENT FOR SAMPLING
If you have questions on how to fill out this form or about the activities at this site, DSCA Site ID
please call the Dry-cleaning Solvent Cleanup Program 's contractor for this project,
Robert Harrell with Hart & Hickman, P.C. (H&H) at RHarrelina harthiclonan_com No.
or [phone]. If you still have questions after contacting Mr. Harrell with
H&H, please contact the DSCA Program Project Manager, Mr. Mike Cunningham DC650018
ai Mike.Cunnin ham ncdenr. ov or [phone].
Please Print
JV-KeV\.d
(Name of Property Owner or Tenant in Residence)
622 South 2nd Street
(Street Number and Street Name of Property)
Wilmington New Hanover
28401
(City or Town in Which Property Is Located) f (County in Which Property is Located) I (Zip Code)
I voluntarily consent to the Division of Waste Management (Division) and its independent
contractors (contractors) entering and having continued access to my property for the
following purposes:
(1) taking such soil, groundwater and/or air samples as may be necessary;
(2) taking other actions related to the investigation of surface or subsurface conditions;
(3) taking response actions necessary to mitigate any threat to human health or the
environment.
Other conditions:
(1) The Division and its contractors shall attempt to perform any activities at the Property
in a manner that minimizes interference with use of the Property.
(2) On conclusion of all activities, the Division and its contractors shall, to the extent
practicable, restore the Property to the original condition it was in prior to any activities
QV
'�.r
ww� �o "MrY
North Carolina Department of Environmental Qualfty I Division of Waste Management
217 West Jones Street 1 1646 Mail Service Center I Raleigh. North Carolina 27699-1646
919.707.8200

conducted by the Division or its contractors. All monitoring wells will be properly
abandoned in accordance with applicable laws and regulations, unless other
arrangements are agreed to by the Property Owner.
(3)The Division or its contractors will make reasonable attempts to notify the Property
Owner at least 48 hours prior to entering the Property for any purpose. In situations
that the Division determines to be of an emergency nature, the Division or its
contractors shall have immediate access to the property.
(4) Property Owner shall not willingly destroy, damage, remove, pave over or cover any
monitoring wells at the site without prior consent of the Division.
By signing this consent document, I acknowledge that I am the legal property owner
or tenant in residence that has the authority to allow this work on the property and
have contacted all tenants (if there are tenants) occupying the property and all tenants
agree to the conditions of this `Property Access Consent".
719y4mA aAwt,,,--
9116 za z�
(Signature of Property Owner or Tenant in Residence) (Date)
q 19 ?Y� — 0 �
(Telephone Number for Property Owner or Tenant in Residence for scheduling work/notification)
(Email Address for Property Owner or Tenant in Residence ify refer to be contacted via email)
Please return form to the DSCA Program's contractor for this site: Robert Harrell, Hart
& Hickman, P.C., 3921 Sunset Ridge Road, Suite 301, Raleigh, NC, 27607,
[e-mail] phone [phone].
D_EQ�
North Carolina Department of Environmental Quality I Division of Waste Management
217 West Jones Street 1 1646 Mail Service Center I Raleigh. North Carolina 27699-1646
919.707.8200

ATTACHMENT
CITY APPROVAL LETTER, PERMIT, & APPLICATION

Savannah Scott
From: Jerry Hammond <[e-mail]>
Sent: Wednesday, May 10, 2023 10:00 AM
To: Savannah Scott; ROWpermit
Cc: Kaity Boyd; Tammy Galloway; Teresa Farnell; Teresa Pickett; Tori Gause
Subject: 20230374 Hart & Hickman
Attachments: 5. ROW_Permit_App_2023_MW4s.pdf; Application Ltr_20230509_MW4s.pdf; MW-4s.png; 20230374_
615 S 2nd St.pdf
Greetings
Here is your ROW permit 20230374.
Your inspector is Keith DeLoatch [phone]
Please schedule a pre -con meeting with inspector.
You may remit the $10 for each permit payable to the City of Wilmington, to my attention at PO Box 1810, Zip 28402. Or
pay by Visa or Mastercard by calling [phone] Monday through Friday gam to 4pm. Please reference your ROW
permit number and cashier code 500,000.
Due to high demand, please allow extra time for location services. Please do not used emergency or 3-hour time frames
unless absolutely necessary
Jerry Hammond (He/His/Him)
Sr.Engineering Technician/ROW Specialist
City of Wilmington, Engineering Division
PO Box 1810 1 212 Operations Center Drive
Wilmington NC 28402-1810
Office: 910 341-5899 Cell: 910 444-8673
Fax: [phone]
[e-mail]
CITY OF
IL GTON
ENGINEERING
From: Savannah Scott <[e-mail]>
Sent: Tuesday, May 9, 2023 3:57 PM
To: ROWpermit <[e-mail]>
Subject: RE: 20230302 20230303 20230304 20230305 Hart & Hickman Updated
Hi Mr. Hammond,

As discussed last week, we are anticipating having to add an additional permanent monitoring well pair (total of two
wells) within the City of Wilmington ROW. These wells may be located on private property, but we would like to submit
an application for approval in the event that they cannot be placed on private property. The permanent wells would be
the same construction as the other wells that we have received approval for. We are hoping to begin installation of
these wells on Monday, May 15th, at the same time as the other approved locations (assuming that the wells cannot be
located on private property). Attached, please find an application, a letter and attachments showing the proposed well
pair location and well construction, and a Google street view of the proposed well pair location. The proposed location
for this well pair would be in the ROW near 615 S 2"d St.
Additionally, I wanted to let you know that after conducting a private utility locate, the well pair that was proposed to be
located near 700 S 3rd Street (Permit #20230305) will need to be moved to the proposed alternate location near 213
Queen Street.
Thank you for your help and patience with this upcoming work. Please let me know you have any questions.
Best,
Savannah Scott, PG, Assistant Project Geologist
Hart &Hickman, PC
3921 Sunset Ridge Rd, Ste 301 • Raleigh, NC 27607
Direct: 919-723-2506 • Mobile: [phone]
www.harthickman.com
`4 Please consider the environment before printing this e-mail
From: Savannah Scott
Sent: Monday, April 24, 2023 10:09 AM
To: ROWpermit <[e-mail]>
Subject: RE: 20230302 20230303 20230304 20230305 Hart & Hickman Updated
Great, thank you very much!
Best,
Savannah Scott, PG, Assistant Project Geologist
Hart & Hickman, PC
3921 Sunset Ridge Rd, Ste 301 • Raleigh, NC 27607
Direct: 919-723-2506 • Mobile: [phone]
www.harthickman.com 10
tA Please consider the environment before printing this e-mail
From: ROWpermit <[e-mail]>
Sent: Monday, April 24, 2023 10:07 AM
To: Savannah Scott <[e-mail]>
Subject: RE: 20230302 20230303 20230304 20230305 Hart & Hickman Updated
Good morning
I have updated the address for the permits listed below in our system.

These projects are clear to move forward.
Jerry Hammond (He/His/Him)
Sr.Engineering Technician/ROW Specialist
Engineering Division
Office: 910 341-5899
[e-mail]
From: Savannah Scott <[e-mail]>
Sent: Monday, April 24, 2023 10:04 AM
To: ROWpermit <[e-mail]>
Subject: RE: 20230302 20230303 20230304 20230305 Hart & Hickman Updated
Hi Mr. Hammond,
If it would be more convenient, we do not need updated permits. If you could just respond that those addresses are
good to go, that would be good enough for us. Thank you for all of your help with this!
Best,
Savannah Scott, PG, Assistant Project Geologist
Hart & Hickman, PC
3921 Sunset Ridge Rd, Ste 301 • Raleigh, NC 27607
Direct: 919-723-2506 • Mobile: [phone]
www.harthickman.com I Im
tAPlease consider the environment before printing this e-mail
From: Savannah Scott
Sent: Monday, April 24, 2023 8:33 AM
To: ROWpermit <[e-mail]>
Subject: RE: 20230302 20230303 20230304 20230305 Hart & Hickman Updated
Hi Mr. Hammond,
As discussed, below are the nearest addresses to the planned work, as well as associated permit # and sample ID. Please
let me know if you have any questions. Thank you!
20230302: 217 Castle St (permit address is correct), Sample IDs MW-2S/D
20230303: 202 Castle St, Sample IDs MW-3S/D
20230304: 218 Castle St, Sample IDs SG-10 through SG-12
20230305: 700 S 3rd St, Sample IDs MW-5S/D
Best,
Savannah Scott, PG, Assistant Project Geologist
Hart &Hickman, PC
3921 Sunset Ridge Rd, Ste 301 • Raleigh, NC 27607
Direct: 919-723-2506 • Mobile: [phone]
www.harthickman.com 10

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CnYOF
I l NGTON
Applicant:
Engineering Department/ROW office
212 Operation Center Drive
Wilmington, NC 28412
ROW WORK PERMIT APPLICATION
Name of Owner (Home/Business):
Petitioner for NCDEQ DSCA Site #DC650018
Name of Applicant:
Savannah Scott, Agent for Petitioner for NCDEQ DSCA Site DC650018
Contractor/Excavator (Permittee):
I Hart & Hickman, PC
Contractor Address:
3921 Sunset Ridge Road, Suite 301
City:
Raleigh
State:
NC
Zlp
Code:
27607
Site Contact:
Savannah Scott
Site Contact Phone:
11 919-798-8894
Office Phone:
919-798-8894
E-mail Address:
[e-mail]
Work Description:
(Check)
Z
I New Construction
❑
Repair
Utility
Address:
615 S 2nd St
Cross Street:
Queen St
Scope of work Be S ecific
Two permanent monitoring wells (MW-4S/D) are proposed along S 2nd Street near Queen Street.
The permanent wells will be advanced in the grass between the sidewalk and road for groundwater monitoring and sampling for the NCDEQ DSCA Program.
The wells will be installed with a small, track -mounted DPT rig parallel to the sidewalk. This work should only take a couple of hours to complete.
Schedule dates:
5/15/2023 - 5/19/2023 (only one day of work)
Hours of
0 eration:
-4.6 hrs between 8AM-5PM
Utility Work Info:
Type:
NA
Length to Install:
NA
Material Types:
NA
Size (Diameter):
NA
Work area reguest:
I (Check all that apply)
Temporary Lane Closure
✓❑
Shoulder Work (< 5' from EOP)
❑
Temporary Road or Alley Closure
Shoulder Work (> 5' from EDP)
✓❑
Temporary Sidewalk Closure
Drainage pipe/ditch (may require Eng. report)
❑✓
Temporary Parking Space Closure
Historic District
Traffic Control and
Pedestrian Plans (TCP*):
yes
no
*Include streets, drums, barricades, sign types, etc.
Riaht-of-Wav Restoration:
Street
Length
�—
Width
Cuts
Sidewalk
El
Length
I —
Width
Cuts
Brick Street
Length
Width
Cuts
Fees and Payment:
General Permit / $10.00 - due at time permit is issued
Open Cut Fee / $325 - due at time permit is issued
Make Checks Payable to: City of Wilmington
Remit to: City Engineering PO Box 1810, ZIP 28402
Send by email to: ROWoermit(alwilmingtonnc.gov
All work shall adhere to the City Standard
Provisions, Street Cut Policy & the MUTCD
Part 6 for traffic control guidance.
Processing takes 48-72 hours after a
permit has been submitted, reviewed and
approved. Contact the ROW office via
email or 910-341-5899 for help. All ROW
work is provided with an 18-month
warranty by the Applicant.
NOTE: Engineering approval of the
proposed work does not indicate review
or approval from other City departments,
including but not limited to Planning,
Zoning, and Fire.

hart ® hickman
SMARTER ENVIRONMENTAL SOLUTIONS
May 9, 2023
Mr. Jerry Hammond
ROW Specialist
City of Wilmington
PO Box 1810
Wilmington, NC 28402-1810
Reference: Permanent Monitoring Well Pair in City of Wilmington Right -of -Way
Wilmington, New Hanover County, North Carolina
Dear Mr. Hammond:
Hart & Hickman, PC (H&H), under contract to the North Carolina Dry -Cleaning Solvent Cleanup
Act (DSCA) Program, is requesting authorization to install a permanent monitoring well pair in the
City of Wilmington Right -of -Way (ROW) as part of environmental assessment activities associated
with the former Heritage Cleaners located at 522 S. Third Street in Wilmington, North Carolina.
These monitoring wells are in addition to the three pairs of permanent monitoring wells and three
temporary soil gas points that have already been approved by the City, of Wilmington. Up to one
additional permanent monitoring well pair are proposed, including one shallow and one intermediate
well in close proximity, for a total of two permanent monitoring wells. A figure showing the
proposed sampling location is included in Attachment 1.
The work will be conducted in the grassy area of the Right -of -Way (ROW). The permanent
monitoring well borings will consist of 3-inch diameter borings advanced between 15 and 30 feet
below ground surface (ft bgs) using an air knifing truck (parked alongside the road in a street parking
space) and/or small track -mounted drilling rig. Monitoring wells will be set in each boring using f-
inch diameter PVC casing and screen with a sand filter pack and bentonite/grout seal. The
monitoring wells will be protected with flush -mount steel manhole covers and 2-ft by 2-ft concrete
pads. The monitoring wells will remain in -place for long-term groundwater monitoring by the DSCA
Program. Utilities will be located prior to boring activities via NC One Call and a private utility
locator. Proposed monitoring well construction details are included in Attachment 2.
City of Wilmington ROW Work Permit Applications are included in Attachment 3. This permit is
the fifth application associated with this project for the following street where work is proposed:
Proposed Permanent Monitoring Well Pair:
615 S 2"d St near Queen Street (MWAS/ MW-4D)
H&H has previously submitted and received approval for the four separate applications for the
following streets where work is proposed:
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Approved Permanent Monitoring Wells:
1. 217 Castle Street near S. Third Street (MW-2S/ MW-2D)
2. 202 Caste Street near S. Second Street (MW-3S/ MW-3D)
3. 213 Queen Street near S. Third Street (MW-5S/ MW-5D)
Approved Temporary Soil Gas Borings:
4. 218 Castle Street near S. Third Street (SG-10, SG-11, and SG-L2)
H&H plans to sub -contract Stay Alert traffic control services for the completion of this work. A
traffic control plan for sidewalk and/or parking space closures, as needed, is included in Attachment
4.
If you have any questions or require any additional information, please do not hesitate to contact me.
Sincerely,
Hart & Hickman, PC
e. 2�e
Savannah Scott, PG
Assistant Project Geologist
Attachments

hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
May 9, 2023
Mr. Jerry Hammond
ROW Specialist
City of Wilmington
PO Box 1810
Wilmington, NC 28402-1810
Reference: Permanent Monitoring Well Pair in City of Wilmington Right -of -Way
Wilmington, New Hanover County, North Carolina
Dear Mr. Hammond:
Hart & Hickman, PC (H&H), under contract to the North Carolina Dry -Cleaning Solvent Cleanup
Act (DSCA) Program, is requesting authorization to install a permanent monitoring well pair in the
City of Wilmington Right -of -Way (ROW) as part of environmental assessment activities associated
with the former Heritage Cleaners located at 522 S. Third Street in Wilmington, North Carolina.
These monitoring wells are in addition to the three pairs of permanent monitoring wells and three
temporary soil gas points that have already been approved by the City of Wilmington. Up to one
additional permanent monitoring well pair are proposed, including one shallow and one intermediate
well in close proximity, for a total of two permanent monitoring wells. A figure showing the
proposed sampling location is included in Attachment 1.
The work will be conducted in the grassy area of the Right -of -Way (ROW). The permanent
monitoring well borings will consist of 3-inch diameter borings advanced between 15 and 30 feet
below ground surface (ft bgs) using an air knifing truck (parked alongside the road in a street parking
space) and/or small track -mounted drilling rig. Monitoring wells will be set in each boring using f-
inch diameter PVC casing and screen with a sand filter pack and bentonite/grout seal. The
monitoring wells will be protected with flush -mount steel manhole covers and 2-ft by 2-ft concrete
pads. The monitoring wells will remain in -place for long-term groundwater monitoring by the DSCA
Program. Utilities will be located prior to boring activities via NC One Call and a private utility
locator. Proposed monitoring well construction details are included in Attachment 2.
City of Wilmington ROW Work Permit Applications are included in Attachment 3. This permit is
the fifth application associated with this project for the following street where work is proposed:
Proposed Permanent Monitoring Well Pair:
615 S 2nd St near Queen Street (MW-4S/ MW-4D)
H&H has previously submitted and received approval for the four separate applications for the
following streets where work is proposed:
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Approved Permanent Monitoring Wells:
1. 217 Castle Street near S. Third Street (MW-2S/ MW-2D)
2. 202 Caste Street near S. Second Street (MW-3S/ MW-3D)
3. 213 Queen Street near S. Third Street (MW-5S/ MW-5D)
Approved Temporary Soil Gas Borings:
4. 218 Castle Street near S. Third Street (SG-10, SG-11, and SG-12)
H&H plans to sub -contract Stay Alert traffic control services for the completion of this work. A
traffic control plan for sidewalk and/or parking space closures, as needed, is included in Attachment
4.
If you have any questions or require any additional information, please do not hesitate to contact me.
Sincerely,
Hart & Hickman, PC
eor ��
Savannah Scott, PG
Assistant Project Geologist
Attachments

ATTACHMENT 1
FIGURES

ATTACHMENT 2
MONITORING WELL CONSTRUCTION DETAILS

TYPE II PERMANENT INTERMEDIATE MONITORING WELL CONSTRUCTION DETAILS
CROSS SECTIONAL VIEW
LUL, KAt3
CONCRETE PAD
FLUSH METAL WELL COVER
CONCRETE PAD
BACKFILL AROUND CASING
MATERIAL
cement grout
LENGTH
16 feet (0 to 16 ft)
WELL CASING
MATERIAL
schedule 40 PVC
DIAMETER
1 inches
JOINT TYPE
flush threaded
LENGTH
20 feet
L1
L3
SEAL
TYPE OF SEAL
bentonite
THICKNESS
2 feet (16 ft to 18 ft)
f
FILTER PACK
TYPE OF FILTER
No. 2 Sand
THICKNESS
12 feet (18 ft to 30 ft)
WELL SCREEN
SCREEN MATERIAL
schedule 40 PVC
L2
DIAMETER
1 inches
LENGTH
10 feet
SLOT SIZE
0.010 inches
DEPTH TO BOTTOM OF
L1 = 20 FT.
MONITORING WELL
30 feet
L2 = 10 FT.
DIAMETER OF
L3 = 30 FT.
BOREHOLE
3 in
TITLE Permanent Intermediate Monitoring Well
Diagram Hart & Hickman, PC
3921 Sunset Ridge Road, Suite 301
Raleigh, North Carolina 27607
FILE PREP. BY REV. BY DATE PROJECT NO.
SRS RH 12/6/2022 DSO-155 (DSCA ID# DC650018)

TYPE II PERMANENT SHALLOW MONITORING WELL CONSTRUCTION DETAILS
CROSS SECTIONAL VIEW
LUL, KAt3
CONCRETE PAD
FLUSH METAL WELL COVER
CONCRETE PAD
BACKFILL AROUND CASING
MATERIAL
cement grout
LENGTH
3 feet (0 to 3 ft)
WELL CASING
MATERIAL
schedule 40 PVC
DIAMETER
1 inches
JOINT TYPE
flush threaded
LENGTH
5 feet
L1
L3
SEAL
TYPE OF SEAL
bentonite
THICKNESS
1 feet (3 ft to 4 ft)
f
FILTER PACK
TYPE OF FILTER
No. 2 Sand
THICKNESS
11 feet (4 ft to 15 ft)
WELL SCREEN
SCREEN MATERIAL
schedule 40 PVC
L2
DIAMETER
1 inches
LENGTH
10 feet
SLOT SIZE
0.010 inches
DEPTH TO BOTTOM OF
L1 = 5 FT.
MONITORING WELL
15 feet
L2 = 10 FT.
DIAMETER OF
L3 = 15 FT.
BOREHOLE
3 in
TITLE Permanent Shallow Monitoring Well
Diagram Hart & Hickman, PC
3921 Sunset Ridge Road, Suite 301
Raleigh, North Carolina 27607
FILE PREP. BY REV. BY DATE PROJECT NO.
SRS RH 12/6/2022 DSO-155 (DSCA ID# DC650018)

ATTACHMENT 3
CITY OF WILMINGTON ROW WORK PERMIT APPLICATION

WLMINGTON
NOI 114 CAROLINA.
Anolicant•
Engineering Department/ROW office
212 Operation Center Drive
Wilmington, NC 28412
ROW WORK PERMIT APPLICATION
Name of Owner (Home/Business):
Petitioner for NCDEQ DSCA Site #DC650018
Name of Applicant:
Savannah Scott, Agent for Petitioner for NCDEQ DSCA Site DC650018
Contractor/Excavator (Permittee):
Hart & Hickman, PC
Contractor Address:
1 3921 Sunset Ridge Road, Suite 301
City:
Raleigh
State:
NC
1p
C de:
27607
Site Contact:
Savannah Scott
Site Contact Phone:
919-798-8894
Office Phone:
919-798-8894
FE--mail Address:
[e-mail]
Work Description:
(Check)
21
New Construction
Repair
Utility
Address:
615 S 2nd St Cross Street:
Queen St
Scope of work Be Specific): Two permanent monitoring wells (MW-4S/D) are proposed along S 2nd Street near Queen Street.
The permanent wells will be advanced in the grass between the sidewalk and road for groundwater monitoring and sampling for the NCDEQ DSCA Program.
The wells will be installed with a small, track -mounted DPT rig parallel to the sidewalk. This work should only take a couple of hours to complete.
Schedule dates:
5/15/2023 - 5/19/2023 (only one day of work) IHours
of
Operation:
-4-6 hrs between 8AM-5PM
Utility Work Info:
Type:
NA
Length to Install:
NA
Material Types:
INA
Size (Diameter):
NA
Work area request: I (Check all that apply)
I I I I Temporary Lane Closure I I I✓I I Shoulder Work (< 5' from EOP)
U Temporary Road or Alley Closure U Shoulder Work (> 5' from EOP)
❑✓
Temporary Sidewalk Closure
Drainage pipe/ditch (may require Eng. report)
❑✓
Temporary Parking Space Closure
Historic District
Traffic Control and ( yes I no I *Include streets, drums, barricades, sign types, etc.
Pedestrian Plans (TCP*l:
Right-of-Wav Restoration:
Street
Length
Width
Cuts
Sidewalk
❑
Length
Width
I
Cuts
Brick Street
❑
Length
F
Width
-�—
Cut s
Fees and Payment:
General Permit / $10.00 - due at time permit is issued
Open Cut Fee / $325 - due at time permit is issued
Make Checks Payable to: City of Wilmington
Remit to: City Engineering PO Box 1810, ZIP 28402
Send by email to: [e-mail]
All work shall adhere to the City Standard
Provisions, Street Cut Policy & the MUTCD
Part 6 for traffic control guidance.
Processing takes 48-72 hours after a
permit has been submitted, reviewed and
approved. Contact the ROW office via
email or 910-341-5899 for help. All ROW
work is provided with an 18-month
warranty by the Applicant.
NOTE: Engineering approval of the
proposed work does not indicate review
or approval from other City departments,
including but not limited to Planning,
Zoning, and Fire.

ATTACHMENT 4
TRAFFIC CONTROL PLAN

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IDEWALK
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SIDEWALK DIVERSION
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of the symbols ar Vor letter ox�es used in
ttr6 figure -
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MIN,
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