24054_AJACC Auto_VIMS Mod Request_MP Relocation and Review Letter_20221222

December 22, 2022

Sent via Email
Trinh DeSa, PE Hart & Hickman, PC 2923 South Tryon Street, Suite 100 Charlotte, NC 28203 [e-mail]
Subject: Vapor Intrusion Mitigation Plan – Modification Request AJACC Auto 300 Yeoman Road Charlotte, Mecklenburg County
Brownfields Project Number 24054-20-060 Dear Mr. DeSa: The North Carolina Department of Environmental Quality Brownfields Program (DEQ
Brownfields) received and reviewed the Vapor Intrusion Mitigation Plan Modification Request
(Request) dated November 14, 2022, for the above referenced Brownfields Property. The Request proposes to relocate monitoring point MP-27 to a new location to facilitate accessibility. DEQ Brownfields finds the requested modification to satisfy elements of the Land Use Restrictions of the pending Brownfields Agreement for design of a vapor mitigation system, and
as such, this letter constitutes DEQ approval of the modification request.
As will be expressed in the Brownfields Agreement for this project, an essential component of public health protection for this design is the professional engineer’s seal of these documents that the proposed design will be effective at mitigating the potential for vapor intrusion at the property and protecting public health. In addition, DEQ Brownfields reserves the
authority to require confirmation of efficacy in the future.
Be advised that this review from the Brownfields Program does not waive any applicable requirement to obtain any necessary permits, licenses or certifications for the above listed activities nor does it waive any requirement to comply with applicable law for such activities.
If you have questions about this correspondence or require additional information, please
contact me by phone at [phone], or e-mail at [e-mail].
Trinh DeSa, PE December 22, 2022 Page 2

Sincerely,
Peter L. Doorn
Brownfields Project Manager ec: Josh Glover, Greystar Development East, LLC Chris Hustek, Greystar Development East, LLC
Michael Innominato, Greystar Development East, LLC
Andrew Besu, Hart & Hickman David Kahn, Hart & Hickman Tracy Wahl, DEQ Kelly Johnson, DEQ
Kevin Slaughter, DEQ

Via Email
November 14, 2022 NCDEQ – Division of Waste Management
Brownfields Program 1646 Mail Service Center Raleigh, NC 27699-1646 Attn: Mr. Peter Doorn
Re: VIMS Modification Monitoring Point MP-27 Re-Location AJACC Auto Brownfields Site
301 Verbena Street Charlotte, Mecklenburg County, North Carolina Brownfields Project No. 24054-20-060 H&H Project No. GSL-004

Dear Peter: On behalf of Greystar Development East, LLC (Greystar), Hart & Hickman, PC (H&H) has
prepared this letter to request that the North Carolina Department of Environmental Quality (DEQ)
Brownfields Program to provide notice for modifications to the vapor intrusion mitigation plan
(VIMP) prepared for the Action Jackson Aftermarket and Car Care Automotive Service and Repair
(AJACC Auto) DEQ Brownfields Program property (Brownfields Project No. 24054-20-060)
located at 301 Verbena Street in Charlotte, Mecklenburg County, North Carolina (Site). A multi-
family residential apartment complex is under construction at the Site and the development is
known as Elan LoSo.

On March 29, 2022, the Brownfields Program provided approval for the Vapor Intrusion
Mitigation Plan – Revision 1 dated March 15, 2022, related to installation of vapor mitigation
controls during construction of the Elan LoSo multi-family residential building. In accordance
Mr. Peter Doorn November 14, 2022 Page 2
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Greystar, LLC (GSL)/GSL-004 Elan LoSo/VIMP/VIMP Modifications/VIMP Modification-MP-27/24054-20-060_Elan LoSo_VIMS Mod Request_MP Relocation.docx
with the approved VIMP, a passive vapor intrusion mitigation system (VIMS) is being installed
during construction of the building. The VIMS modification is described in the following
paragraphs.

Monitoring Point MP-27 Re-Location
The DEQ-approved VIMP includes installation of one two-inch PVC monitoring point (MP-29)
that is to be utilized for pressure monitoring and sub-slab vacuum sampling in the southwestern
corner of Level 2, Area B. During construction, it was determined that the slab for this portion of
Level 2 will be located at a height of approximately 13 feet above exterior grade. As such, in order
to provide for a more accessible monitoring point and due to building aesthetics and exterior
finishing activities in this area that would prevent installing a vertical pipe on the exterior of the
building, this modification proposes to install a new monitoring point, MP-27A, that would be
accessible from the hallway of Level 1 in lieu of the original monitoring point. MP-27A is
proposed to be enclosed behind a finished sheetrock wall and will be accessible through a lockable
access panel installed within the sheetrock. The final height of the monitoring point will be
approximately 3 to 5 feet above the finished hallway slab elevation to allow for ease of monitoring.
The MP-27A monitoring point will be utilized for post-occupancy sampling and pressure
monitoring in accordance with the VIMP. The proposed new monitoring point details are depicted
on the attached Sheets VM-1A and VM-B.2 dated November 14, 2022 (Revision 2), with Detail
31/VM-1A depicting the MP-27A installation details. Upon DEQ approval, these revised design
sheets will be incorporated into the VIMS design drawing set.

During VIMS effectiveness influence testing prior to occupancy of the building, the original
monitoring MP-27 is proposed to remain as a temporary point to provide more sub-slab vacuum
influence data within this unit. MP-27 will be abandoned after influence testing and prior to
finishing activities within the unit. For abandonment, MP-27 will sealed off with polyurethane
caulk and concrete, then covered with flooring within the unit and behind exterior finishing
materials on the exterior of the building.

Mr. Peter Doorn November 14, 2022 Page 2
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Greystar, LLC (GSL)/GSL-004 Elan LoSo/VIMP/VIMP Modifications/VIMP Modification-MP-27/24054-20-060_Elan LoSo_VIMS Mod Request_MP Relocation.docx
Engineer’s Certification
According to the DWM Vapor Intrusion Guidance: “Risk-based screening is used to identify sites
or buildings likely to pose a health concern, to identify buildings that may warrant immediate
action, to help focus site-specific investigation activities or to provide support for building
mitigation and other risk management options including remediation.” In addition, this VIMP was
prepared to satisfy the vapor intrusion mitigation condition in the pending Brownfields Agreement.
Per the North Carolina Brownfields Property Reuse Act 130A-310.32, a prospective developer,
with the assistance of H&H for this project, is to provide NCDEQ with “information necessary to
demonstrate that as a result of the implementation of the brownfields agreement, the brownfields
property will be suitable for the uses specified in the agreement while fully protecting public health
and the environment instead of being remediated to unrestricted use standards.” It is in the context
of these risk-based concepts that H&H’s professional engineer makes the following statement.

The Vapor Intrusion Mitigation System (VIMS) detailed herein is designed to mitigate intrusion
of subsurface vapors into the subject building from known Brownfields Property contaminants in
a manner that is in accordance with the most recent and applicable guidelines including, but not
limited to, DWM Vapor Intrusion Guidance, Interstate Technology & Regulatory Council (ITRC)
guidance, and American National Standards Institute (ANSI)/American Association of Radon
Scientists and Technologists (AARST) standards. The sealing professional engineer below is
satisfied that the design is fully protective of public health from known Brownfields Property
contaminants.

Mr. Peter Doorn November 14, 2022 Page 2
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Greystar, LLC (GSL)/GSL-004 Elan LoSo/VIMP/VIMP Modifications/VIMP Modification-MP-27/24054-20-060_Elan LoSo_VIMS Mod Request_MP Relocation.docx
We appreciate your review of the modifications to the VIMS design. If you have any questions
or require additional information, please do not hesitate to contact me at 704-586-0007.
Sincerely,

Trinh DeSa, PE
Engineering Manager
NC PE (#044470) Hart & Hickman, PC (#C-1269) Attachment: VIMS Sheets VM-1A and VM-B.2 (Revision 2), dated November 14, 2022

cc: Mr. Andrew Besu (H&H) Mr. David Kahn (H&H)
FINISHED FLOOR SLAB
2" SCH 40 PVC SET WITHIN GRAVEL LAYER
(SEE DETAIL 14 & 15)
2" DRAIN EXPANSION TEST PLUG
VIMS MONITORING POINT - TYPICAL DETAIL VIEW
NTS
24
VM-1A
VAPOR BARRIER PENETRATION SEALED TO
PIPE PER MANUFACTURER INSTRUCTIONS
2" SCH 40 PVC 90 DEGREE ELBOW
FLOOR CLEANOUT, ADJUSTABLE, 4" DIA ZURN
INDUSTRIES MODEL #CO2450-PV4 (OR ENGINEER
APPROVED EQUIVALENT) FLUSH WITH FINISHED FLOOR
BASE COURSE
4" x 2" FLUSH REDUCER
BUSHING
OPEN-ENDED PIPE
VIMS AT RETAINING WALL ADJACENT TO OCCUPIED SPACE (TYP)
NTS
20
VM-1A
OPEN AIR SPACE
OCCUPIED SPACE
SUB-BASE
BASE COURSE
VAPOR LINER
VAPOR LINER SEALED TO OUTSIDE OF CONCRETE
AND WATERPROOFING MEMBRANE (WHERE
PRESENT) PER MANUFACTURER INSTRUCTIONS
(SEE DETAIL 17/VM-1A)
WATERPROOFING AND
RIGID INSULATION
DRAIN
WALL (VARIES)
CONCRETE
FLOOR SLAB
16
NTSVM-1A
VIMS AT ELEVATOR PIT (TYP)
CONTINUOUS VAPOR LINER
SEALED PER MANUFACTURER
INSTRUCTIONS
SUMP PIT
SUB-BASE
BASE COURSE
VAPOR LINER
WATERPROOFING MEMBRANE (IF
PRESENT - REFER TO ARCH PLANS)
(SEE SPECIFICATION #13)
SEE DETAIL 17/VM-1A
VAPOR LINER SEALED TO OUTSIDE OF CONCRETE
AND WATERPROOFING MEMBRANE (WHERE
PRESENT) PER MANUFACTURER INSTRUCTIONS
(SEE DETAIL 17/VM-1A)
VIMS AT RETAINING WALL ADJACENT TO ENCLOSED SPACE (TYP)
NTS
21
VM-1A
OCCUPIED SPACE
OCCUPIED SPACE
SUB-BASE
BASE COURSE
VAPOR LINER
VAPOR LINER SEALED TO OUTSIDE OF CONCRETE
AND WATERPROOFING MEMBRANE (WHERE
PRESENT) PER MANUFACTURER INSTRUCTIONS
(SEE DETAIL 17/VM-1A)
WATERPROOFING AND
RIGID INSULATION
DRAIN
WALL (VARIES)
CONCRETE
FLOOR SLAB
BASE COURSE
FLOOR CLEANOUT, ADJUSTABLE,
4" DIA ZURN INDUSTRIES
MODEL #CO2450-PV4 (OR ENGINEER
APPROVED EQUIVALENT)
SEE DETAIL 24/VM-1A
FLUSH WITH
FINISHED FLOOR
25
NTSVM-1A
VIMS MONITORING POINT WITH EXTENDED INTAKE PIPE
VAPOR LINER
2" SOLID SCH 40 PVC
LENGTH VARIES - REFER
TO SHEET VM-1
2" SCH 40 PVC 90-DEGREE
ELBOW VAPOR LINER PENETRATION
SEALED TO PIPE PER
MANUFACTURER INSTRUCTIONS
WALL (VARIES)
OPEN-ENDED PIPE
VIMS TURBINE VENTILATOR FAN & EXHAUST (TYP)30
NTS
TURBINE VENTILATOR FAN
(EMPIRE MODEL TV04SS OR ENGINEER
APPROVED EQUIVALENT)
OUTDOOR-RATED ELECTRICAL JUNCTION BOX FOR
POTENTIAL FUTURE VACUUM FAN (REFER TO
SPECIFICATION #4)
RISER DUCT PIPE THROUGH ROOF
FLASHING
ROOFTOP
VM-1A
HEAVY DUTY NO-HUB RUBBER
COUPLING
17
VM-1A
SOIL SUB-BASE
VAPOR LINER
DRAINAGE MAT (IF
PRESENT- REFER TO
ARCH PLANS)
CONCRETE
NTS
VIMS VAPOR BARRIER IN AREAS WITH WATERPROOFING
WATERPROOFING MEMBRANE (REFER
TO ARCH PLANS)
(SEE SPECIFICATION #13)
VAPOR LINER
BENEATH THICKENED SLAB
VAPOR BARRIER AT STAIR THICKENED SLAB18
NTS
STAIR STRINGER
SUBBASE
BASE COURSE
VM-1A
CONCRETE FLOOR
SLABVAPOR LINER
VIMS AT RETAINING WALL ADJACENT TO OPEN AIR SPACE (TYP)
NTS
22
VM-1A
INTERIOR SPACE
OPEN AIR SPACE
SUB-BASE
CONCRETE
FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
WATERPROOFING AND RIGID
INSULATION (IF INSTALLED -
REFER TO ARCH. DRAWINGS)
DRAIN
WALL (VARIES)
VIMS MONITORING POINT AT WALL CONNECTION (IF WARRANTED)
NTS
27
VM-1A
BASE COURSE
VAPOR LINER SEALED TO PIPE PER
MANUFACTURER INSTRUCTIONS
WALL (VARIES)
POSITION TOP OF 2" PIPE MINIMUM 10"
FROM TOP OF ACCESS PANEL DOOR
2" SCH 40 PVC 90
DEGREE ELBOW
PIPE SLEEVE VAPOR LINER
12" X 12" WALL
ACCESS PANEL
PROVIDE PIPE SUPPORT TO PREVENT LOW POINT IN SOLID
SECTION OF PIPE. MAINTAIN MINIMUM 1% SLOPE TOWARD
OPEN-END OF PIPE. (SEE SPECIFICATION #2)
2" DRAIN EXPANSION TEST PLUG
OPEN-ENDED PIPE
POSITION AT CENTER OF WALL OR
ALLOW FOR AT LEAST 1/2" DISTANCE
AROUND ALL SIDES OF PIPE
2" SOLID SCH 40 PVC PIPE
EXTERIOR PERMANENT VACUUM MEASURING POINT (TYP)28
NTSVM-1A
WALL (VARIES)
PROVIDE LOCKABLE WEATHERPROOF
ENCLOSURE ON OUTSIDE OF BUILDING
WALL (OR SIMILAR). AFFIX LABEL AT
BOX WITH "VAPOR MITIGATION SYSTEM".
PLACE REMOVABLE PIPE PLUG AT END
OF 2" PIPE.
VAPOR LINER SEALED TO CONCRETE PER
MANUFACTURERS INSTRUCTIONS (TYP)
2" SCH 40 PVC 90
DEGREE ELBOW
2" SOLID SCH 40 PVC PIPE
INSTALLER SHALL SECURE PIPE TO
PREVENT MOVEMENT OR DAMAGE TO
PIPE DURING THE CONCRETE POUR
EXTERIOR GRADE
(VARIES)
BASE COURSE
(SEE SPECIFICATION #1)
2" OPEN ENDED PIPE, PLACED AT A MINIMUM OF
5' FROM EXTERIOR TURN-DOWN SLABS
VENT PIPE PROTECTION SCREEN
PIPE SLEEVE. SEE SPECIFICATION #11. SLEEVE
SHALL NOT PENETRATE VAPOR LINER.
VAPOR LINER
(SEE SPECIFICATION #1)
VAPOR LINER SEALED TO PIPE PER
MANUFACTURERS INSTRUCTIONS (TYP)
VIMS AT SLAB ON GRADE FOLD WITH PIPE CONNECTION (TYP)
NTS
23
VM-1A
OCCUPIED SPACE
OCCUPIED SPACE
SUB-BASE
BASE COURSE
VAPOR LINER
VAPOR LINER SEALED TO OUTSIDE OF CONCRETE
AND WATERPROOFING MEMBRANE (WHERE
PRESENT) PER MANUFACTURER INSTRUCTIONS
(SEE DETAIL 17/VM-1A)
DRAIN
WALL (VARIES)
CONCRETE
FLOOR SLAB
SOLID TO SLOTTED 3" SCH 40 PVC
PIPE TRANSITION (SLIP COUPLING
OR THREADED JOINT)
3" SCH 40 PVC
90-DEGREE ELBOW
VAPOR LINER SEALED TO PIPE
PER MANUFACTURER
INSTRUCTIONS
3" SCH 40 PVC
45-DEGREE ELBOW
PIPE SLEEVE
WATERPROOFING AND RIGID
INSULATION (IF INSTALLED -
REFER TO ARCH. DRAWINGS)
VIMS AT RETAINING WALL ADJACENT TO ENCLOSED SPACE (TYP)
NTS
19
VM-1A
LEVEL 2
SUB-BASE
BASE COURSE
VAPOR LINER SEALED TO OUTSIDE
OF CONCRETE AND WATERPROOFING
MEMBRANE (WHERE PRESENT) PER
MANUFACTURER INSTRUCTIONS (SEE
DETAIL 17/VM-1A)
WATERPROOFING AND
RIGID INSULATION
DRAIN
BREEZEWAY
CONCRETE TOPPING
SLAB ON FORM DECK
BASE COURSE
FLOOR CLEANOUT, ADJUSTABLE,
4" DIA ZURN INDUSTRIES
MODEL #CO2450-PV4 (OR ENGINEER
APPROVED EQUIVALENT)
SEE DETAIL 24/VM-1A
VAPOR LINER PENETRATION SEALED TO
PIPE PER MANUFACTURER
INSTRUCTIONS
2" SOLID SCH 40
PVC (APPROXIMATE 5 FT LENGTH)
2" SCH 40
PVC 90 DEGREE ELBOW
FLUSH WITH
FINISHED FLOOR
PROVIDE PIPE SUPPORT TO PREVENT LOW POINT
IN SOLID SECTION OF PIPE. MAINTAIN MINIMUM
1% SLOPE TOWARD SLOTTED SECTIONS OF PIPE.
(SEE SPECIFICATION #2)
26
NTSVM-1A
VIMS MONITORING POINT AT THICKENED SLAB WITH EXTENDED INTAKE PIPE
PIPE SLEEVE
OPEN-ENDED PIPE
29
NTS
VAPOR BARRIER PENETRATION SEALED TO
PIPE PER MANUFACTURER INSTRUCTIONS
1" SCH 40 PVC 90 DEGREE ELBOW
OPEN ENDED PIPE
BASE COURSE
(SEE SPECIFICATION #1)
TEMPORARY MONITORING POINT (TYPICAL)
1" SOLID SCH 40 PVC
TEST PLUG (1" PIPE SIZE)
SET PIPE FLUSH WITH SLAB OR
EXTENDED MORE THAN 6" ABOVE
SLAB. SEE SPECIFICATION #7.
VM-1A
VIMS MONITORING POINT AT BREEZEWAY RETAINING WALL (TYP)
NTS
31
VM-1A
LEVEL 2
SUB-BASE
BASE COURSE
VAPOR LINER SEALED TO OUTSIDE OF
CONCRETE AND WATERPROOFING MEMBRANE
(WHERE PRESENT) PER MANUFACTURER
INSTRUCTIONS (SEE DETAIL 17/VM-1A)
DRAIN
BREEZEWAY
12" X 12" WALL
ACCESS PANEL
2" DRAIN EXPANSION TEST PLUG
2" SCH 40 PVC 90-DEGREE
ELBOW
VAPOR LINER PENETRATION
SEALED TO PIPE PER
MANUFACTURER INSTRUCTIONS
2" VENT PIPE
PROTECTION SCREEN
VAPOR MITIGATION PLAN
PREPARED BY:
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
VAPOR INTRUSION
MITIGATION SYSTEM
CROSS-SECTION
DETAILS #16-31
VM-1A
PROFESSIONAL
APPROVAL
H&H NO. KTG-001
ELAN LOSO301 VERBENA STREETCHARLOTTE, NORTH CAROLINABROWNFIELDS PROJECT NO. 24054-20-060DEVELOPER:
GREYSTAR
521 E. MOREHEAD STREET
SUITE 400
CHARLOTTE, NORTH CAROLINA
REVISIONS
REV DATE DESCRIPTION
0 01/05/22 DEQ SUBMISSION
1 02/28/22 RESUBMISSION
2 11/14/22 VIMS MOD REQUEST
DATE: 11-14-22
11/14/22
\\harthick.sharepoint.com@SSL\DavWWWRoot\sites\MasterFiles-1\Shared Documents\AAA-Master Projects\KTGY Architects\KTG-001 Elan LoSo VIMP\Figures\VIMP Design_R2.dwg
A1.1A1.1A2.2A1.1A1.1A1.1METAL STAIR BY
SPECIALTY ENGINEER
SIM
SEE S2-30.4 FOR LEVEL
2 FRAMING PLAN
B4.1 A1.1
ATYP A1.1 A1.1 A2.2
A2.3
A1.2
B4.1 A3.1S1.1A1.1A1.1A1.1ELEV 2
STAIR G2
SIM SIM
SEE S2-30.3 FORLEVEL 2 FRAMINGPLANFLOOR JOINTS INUNIT FLOOR SLAB
SIM
T/CIP WALL= 712.50'
SIM
ELEV. 5
SIM
SIMFDFDDRIVE AISLE RAMP UPAREAWAYAREAWAY ELEC
ELEC
MECH TEL
TEL
ELEV
LOBBY
T
T
F.H.C. +
STANDPIPE
F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C.F.E.C.
F.E.C.
ELEV 2
TS
TS
TS TS MECHF.E.C.
F.E.C.
F.E.C.
E-16
E-15
E-18
E-17
E-19
E-20
MP-22
MP-25
MP-26
MP-24
MP-23
TMP-8
TMP-10
MP-21
TMP-9
MP-27AMP-27
VAPOR MITIGATION PLAN
PREPARED BY:
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
VAPOR INTRUSION
MITIGATION SYSTEM
PLAN VIEW LAYOUT
LEVEL 2 - AREA B
VM-B.2
PROFESSIONAL
APPROVAL
LEVEL 1 RECYCLE ROOM
CONNECTION TO LEVEL 2
LEVEL 1
SLAB-ON-GRADE AREA
OPEN AIR
PARKING DECK
H&H NO. KTG-001
ELAN LOSO301 VERBENA STREETCHARLOTTE, NORTH CAROLINABROWNFIELDS PROJECT NO. 24054-20-060DEVELOPER:
GREYSTAR
521 E. MOREHEAD STREET
SUITE 400
CHARLOTTE, NORTH CAROLINA
LEGEND
SLAB GRADE CHANGE
THICKENED SLAB
COLUMN AND FOOTING
OUTDOOR OR OPEN AIR SPACE
PROPOSED TOP OF SLAB ELEVATION (TOS). REFER TO STRUCTURAL
CONSTRUCTION DRAWINGS FOR FINAL ELEVATIONS.
EXTENT OF VAPOR LINER
HORIZONTAL COLLECTION PIPING OR SOIL GAS COLLECTOR MAT
3" DIA SCH 40 SOLID PVC PIPE
3" DIA SCH 40 SOLID PVC VERTICAL RISER WITH EXHAUST IDENTIFICATION NUMBER
(REFER TO DETAIL NUMBER 30 ON SHEET VM-1A)
2" DIA SOLID PVC PRESSURE MONITORING POINT WITH FLUSH-MOUNTED COVER
(POSITION INTAKE MINIMUM 5-FT FROM EXTERIOR FOOTING)
1" DIA SOLID PVC TEMPORARY MONITORING POINT
(POSITION INTAKE MINIMUM 5-FT FROM EXTERIOR FOOTING)
SUB-GRADE VERTICAL WALL WITH VAPOR LINER (REFER TO DETAIL 19/VM-1A)
MP-18
E-17
708.00
LEVEL 1
SLAB-ON-GRADE AREA
TERMINATE VAPOR LINER
12" PAST MITIGATED AREA
(OR AS SPECIFIED BY
DESIGN ENGINEER) (TYP)
13
VM-1
3/30
VM-1/1A
27
VM-1A
22
VM-1A
21
VM-1A
21
VM-1A
23
VM-1A
23
VM-1A
22
VM-1A
19
VM-1A
31
VM-1A
3/30
VM-1/1A
3/30
VM-1/1A
16
VM-1A
5
VM-1
24
VM-1A26
VM-1A
21
VM-1A
27
VM-1A
REVISIONS
REV DATE DESCRIPTION
0 01/05/22 DEQ SUBMISSION
1 02/28/22 RESUBMISSION
2 11/14/22 VIMS MOD REQUEST
DATE: 11-14-22
11/14/22
TMP-8
29
VM-1A
29
VM-1A
28
VM-1A
MP-27 MONITORING POINT
TO BE TEMPORARY AND
ABANDONED AFTER
INFLUENCE TEST
\\harthick.sharepoint.com@SSL\DavWWWRoot\sites\MasterFiles-1\Shared Documents\AAA-Master Projects\KTGY Architects\KTG-001 Elan LoSo VIMP\Figures\VIMP Design_R2.dwg