20231230 Ver 1_More Info Received_20240111

40- WithersRavenel
110 Our People. Your Success.
January 11, 2023
US Army Corps of Engineers
Raleigh Regulatory Field Office
Mr. David Bailey
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Gregory Poole Headquarters
Garner, Wake County
Response to Request for Additional Information
USACE AID #SAW-2022-01436
WR Project #09191204.10
Mr. Bailey,
This letter is in response to your email dated December 8, 2023, requesting additional
information for the Individual Permit submitted for the project. The following are our responses
to the requested information following a virtual meeting on December 21, 2023 between
WithersRavenel and the USACE:
A. Permits for work within wetlands or other special aquatic sites are available only if the
proposed work is the least environmentally damaging, practicable alternative. Please furnish
information regarding any other alternatives, including upland alternatives, to the work for
which you have applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
A less environmentally damaging alternative appears possible than your Preferred Alternative.
Specifically, provide and evaluate a design that realigns the interior peripheral road and any
other proximate infrastructure to avoid the wetland in its entirety. Please update your plans
and impact proposals for this Alternative accordingly or provide specific information to justify
that such measures are not practicable. (i.e., available and capable of being done after taking
into consideration cost, existing technology, and logistics in light of overall project purposes).
Several on -site alternatives were evaluated with various designs of the internal peripheral
road (see attached Alternative Site Layouts - Options 1-4). The primary centrally located
entrance to the site to be used by large trucks has remained the same throughout all
iterations of the site plan because this entrance location is set by DOT requirements and
cannot be changed. Due to the location of the central entrance, avoiding Wetland A in its
entirety is not possible due to the wetland's location near the required road entrance.
Early site designs did not separate non-commercial traffic from heavy equipment and
truck traffic. In the final design, non-commercial traffic has a separate entrance and
parking areas to prevent comingling of car/truck traffic with that of heavy equipment and
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

::WithersRavenel
Our People. Your Success.
transport trucks for safety purposes. The separate entrances allow for a freer flow of
tractor trailer traffic into the site to avoid tractor trailer traffic backing up into N.
Greenfield Pkwy and impeding traffic flow. Internal roads meant for heavy equipment
and trucks are wider (30) with specific radii to allow for tractor trailers and other
equipment to navigate the site.
All previous iterations of the site design impact Wetland A. The internal peripheral road
network in the final design is somewhat simpler than some previous versions. In order to
make the site feasible to become the new Gregory Poole headquarters, it is necessary to
impact Wetland A with the internal road and other infrastructure including required
gravel lay -down areas.
Additionally, the site layout could not be modified to avoid impacts to Wetland A entirely
by having the access road extend into the site west of Wetland A and move the buildings
entirely out of the wetlands because it would have required that the main building be
split into two multiple buildings. The large building shown in the proposed site plan is
necessary for the logistics of the operation of the Gregory Poole facility. This facility is
intended to be both the main office and support all services/activities necessary for sales
and maintenance of equipment. The single large building will house the machine repair
areas, parts warehouse and loading dock. Due to the large size of the equipment to be
repaired and assembled, separate buildings would require the equipment and parts to be
moved between the separate buildings, resulting in interaction between
forklifts/equipment with tractor trailers making shipments/exports. This creates a safety
hazard and makes the operation of the facility extremely inefficient. Additionally, it
exposes new parts to inclement weather during transport from separate buildings.
Furthermore, avoiding Wetland A entirely would reduce the total gravel laydown area,
resulting in insufficient laydown area for the facility, rendering the site unfeasible for the
operation of the facility.
B. It is necessary for you to have taken all appropriate and practicable steps to minimize losses
of Waters of the U.S., including wetlands. Please indicate all that you have done, especially
regarding development and modification of plans and proposed construction techniques, to
minimize adverse impacts.
Although the project description indicates that the proposed wetland impacts result from lay -
down yards, project plans appear to show that at least half of the proposed wetland impact
would result from truck loading areas. Could these facilities be relocated to the "Secure
Storage Area" designed directly to the north or another area on -site to minimize proposed
wetland impacts? Please update your plans and impact proposals for this Alternative
accordingly or provide specific information to justify that such measures are not practicable.
ii. It appears that proposed wetland impacts to the south of the interior peripheral road could be
avoided while only losing a small amount of laydown yard area. If such minimization is not
practical, provide this justification accordingly.
The location of the truck loading area and Secure Storage Area are tied to the Parts
Warehouse which is one of the larger buildings on the site. To relocate those two areas
Page 2 of 4

::WithersRavenel
Our People. Your Success.
away from the wetland, the relocation of the Parts Warehouse would also be required
resulting in a complete reorganization of the site layout. Moving the truck loading area to
the Secure Storage Area would require the secure storage area be relocated but again,
these two areas are part of the Parts Warehouse and therefore moving either is not
feasible. Reconfiguring the site layout would not change the need for large areas of
gravel and concrete lay -down areas and the need for a 30' internal road network for large
equipment resulting in wetland impacts. As demonstrated in the attached Alternative Site
Layouts, no configuration of the site can completely avoid the wetland while maintaining
a feasible site layout for Gregory Poole's needs now and in the future. Under a scenario
where the site was redesigned to avoid the northern portion of Wetland A, the remnant
portion of Wetland A would be indirectly impacted, as the entire drainage area would be
graded to drain away from the wetland and into the stormwater management system.
The primary source of hydrology for Wetland A appears to be overland runoff.
Therefore, the elimination of the drainage area for Wetland A would likely result in
Wetland A eventually drying up due to a lack of sufficient hydrology to maintain wetland
conditions. And as previously discussed, avoiding impacts to the northern portion of
Wetland A results in a site layout that is not feasible for the operational logistics.
Site designs that avoided the southern end of the wetland were explored but grading and
fill placed around Wetland A would have resulted in indirect impacts to the wetland by
preventing recharge from overland flow events. Options to recharge the wetland through
stormwater drainage were evaluated, however, there is an existing approved Stormwater
Management plan for the larger commercial subdivision that included this parcel, and the
design is largely based on the previously approved Stormwater Management Plan.
Efforts to route stormwater drainage to Wetland A to maintain the hydrology were not
feasible because swales within the gravel storage areas would present a safety issue for
moving equipment. Additionally, surface drainage directed through the gravel areas
would undoubtedly pick up sediment, other debris and potentially pollutants (oil,
hydraulic fluid, diesel fuel, etc.) which would result in sedimentation of the remnants of
Wetland A and potential pollution of downstream waters. Ultimately it was deemed to
not be feasible to avoid the southern end of the wetland because grading around the
wetland would have prevented overland flow and wetland recharge, therefore the
decision was made to impact this part of the wetland to increase the amount of lay down
area. Without a source of overland flow to recharge the wetland, it is not possible to
keep this section of wetland in the post developmental condition.
Page 3 of 4

::WithersRavenel
Our People. Your Success.
Please feel free to contact me if you have any questions regarding our responses to your request
for additional information.
Sincerely,
WithersRavenel
Rick Trone
Environmental Scientist
Attachments:
1)
USACE Request for Additional Information
2)
Alternative Site Layout
- Option 1
3)
Alternative Site Layout
- Option 2
4)
Alternative Site Layout
- Option 3
5)
Alternative Site Layout
- Option 4
Troy Beasley
Director of Natural Resources
Page 4 of 4

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
December 8, 2023
Regulatory Division
Action ID: SAW-2022-01436
Gregory Poole Equipment Company
Attn: Eddie Williford
Post Office Box 469
Raleigh, North Carolina 27602
williford gregpoole.com
Dear Mr. Williford:
Please reference your Individual Permit application for Department of the Army
(DA) authorization to permanently discharge dredged or fill material into 0.102 acre of
riparian non-riverine wetlands, associated with constructing the new Gregory Poole
headquarters, a commercial light industry facility in Garner, Wake County, North
Carolina.
The U.S. Army Corps of Engineers, Wilmington District (Corps) advertised your
proposal by public notice dated September 29, 2023. Comments in response to the
notice were received from agencies including the North Carolina Department of Natural
and Cultural Resources (NCDNCR), United States Environmental Protection Agency
(USEPA), and Catawba Indian Nation; the comments received are enclosed for your
information. No comments from the general public or other organizations were received.
Note that the NCDNCR, in a letter dated October 2, 2023, stated that they are
aware of no historic resources which would be affected by the project, and concur with
the assessment that no historic properties would be affected. The USEPA, in an email
dated October 13, 2023, stated that they had no comments or concerns with the project
as presented. The Catawba Indian Nation, in a letter dated November 17, 2023, stated
that they "have no immediate concerns with regard to traditional cultural properties,
sacred sites or Native American archaeological sites within the boundaries of the
proposed project areas. However, the Catawba are to be notified if Native American
artifacts and / or human remains are located during the ground disturbance phase of
this project."
Further, on February 6, 1990, the Department of the Army (DA) and the U.S.
Environmental Protection Agency (EPA) signed a memorandum of agreement (MOA)
establishing procedures to determine the type and level of mitigation necessary to

-2-
comply with Clean Water Act (CWA) Section 404(b)(1) Guidelines. This MOA provides
for first, avoiding impacts to waters and wetlands through the selection of the least
damaging, practical alternative; second, taking appropriate and practical steps to reduce
impacts on waters and wetlands; and finally, compensation for remaining unavoidable
impacts to the extent appropriate and practical. To enable us to process your
application, in compliance with the MOA, we request that you provide the following
additional information:
A. Permits for work within wetlands or other special aquatic sites are available
only if the proposed work is the least environmentally damaging, practicable
alternative. Please furnish information regarding any other alternatives,
including upland alternatives, to the work for which you have applied and
provide justification that your selected plan is the least damaging to water or
wetland areas.
A less environmentally damaging alternative appears possible than your
Preferred Alternative. Specifically, provide and evaluate a design that re-
aligns the interior peripheral road and any other proximate infrastructure
to avoid the wetland in its entirety. Please update your plans and impact
proposals for this Alternative accordingly or provide specific information
to justify that such measures are not practicable (i.e. available and
capable of being done after taking into consideration cost, existing
technology, and logistics in light of overall project purposes).
B. It is necessary for you to have taken all appropriate and practicable steps to
minimize losses of Waters of the U.S., including wetlands. Please indicate all
that you have done, especially regarding development and modification of
plans and proposed construction techniques, to minimize adverse impacts.
Although the project description indicates that proposed wetland impacts
result from lay -down yards, project plans appear to show that at least
half of the proposed wetland impacts would result from truck loading
areas. Could these facilities be relocated to the "Secure Storage Area"
designed directly to the north or another area on -site to minimize
proposed wetland impacts? Please update your plans and impact
proposals for this Alternative accordingly or provide specific information
to justify that such measures are not practicable.
It appears that the proposed wetland impacts to the south of the interior
peripheral road could be avoided while only losing a small amount of
laydown yard area. If such minimization is not practicable, provide this
justification accordingly.

-3-
C. The MOA requires that appropriate and practicable mitigation will be required
for all unavoidable adverse impacts remaining after the applicant has
employed all appropriate and practicable minimization. Please indicate your
plan to mitigate for the projected, unavoidable loss of waters or wetlands or
provide information as to the absence of any such appropriate and practicable
measures.
No additional information required at this time.
The above requested information is essential to the expeditious processing of your
application; please forward this information to us within 30 days of your receipt of this
letter. If you have any questions regarding these matters, please contact me at (919)
817-2436 or David. E.Bailey2(a�usace.army.mil.
Sincerely,
David E. Bailey
Chief, Raleigh Regulatory Field Office
Wilmington District
Enclosures
Copies Furnished electronically:
Mr. Rick Trone, WithersRavenel, rtrone(@_withersravenel.com
Mr. Todd Bowers, U.S. Environmental Protection Agency, Bowers.todd(a-epa.gov
Ms. Sue Homewood, North Carolina Division of Water Resources,
Sue. Homewood(a�ncdenr.gov

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary D. Reid Wilson
September 29, 2023
Office of Archives and History
Deputy Secretary, Darin J. Waters, Ph.D.
David Bailey David.E.Baileynusace.army.mil
U.S. Army Corps of Engineers
Wilmington District
3331 Heritage Trade Drive, Suite 105
Raleigh, NC 27587
Re: Gregory Poole industrial development, 500 North Greenfield Parkway, Garner, Wake County,
ER 22-1727
Dear Mr. Bailey:
Thank you for your public notice of September 29, 2023, concerning the above -referenced undertaking. We
have reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we concur with your assessment of no historic properties affected.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.review&dncr.nc.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
{j State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

Bailey, David E CIV USARMY CESAW (USA)
From: Bowers, Todd <[e-mail]>
Sent: Friday, October 13, 2023 3:28 PM
To: Bailey, David E CIV USARMY CESAW (USA)
Subject: [Non-DoD Source] FW: US Army Corps of Engineers Public Notice SAW-2022-01436
Importance: High
Dave,
The EPA Region 4 Ocean, Wetlands and Streams Protection Branch has reviewed the subject USACE
Individual Public Notice under DA Action ID SAW-2022-01436 dated September 29, 2023. It is our
understanding that the applicant, Gregory Poole Equipment Company is seeking Department of the Army
authorization to discharge fill material into 0.102 acre of riparian non-riverine wetlands, associated with
constructing the new Gregory Poole headquarters, a commercial light industry facility in Garner, Wake County,
North Carolina.
Specifically per the project narrative, purpose and description, the proposed project is to construct the Gregory
Poole headquarters, a commercial light industry facility intended to consolidate multiple local facilities and
meet the existing demand in the Triangle for Caterpillar construction equipment with adequate space to
maintain and maneuver the large equipment onsite. The proposed project (Project) would include
approximately 258,370 square feet of equipment sales, rentals, service, maintenance, office space, customer
and employee parking, machine shops, aparts warehouse, and a component rebuildfacility. Anotherportion of
the site would include gravel and concrete equipment laydown areas large enough to accommodate heavy
equipment storage, equipment testing following repairs/maintenance, and adequate space to allow for customer
equipment demonstrations.
The proposed work would require the permanent discharge of fill material into and loss of a 0.102-acre
wetland area (Wetland A). This impact would result from installation of both a peripheral interior road and a
proposed gravel and concrete equipment lay -down area.
For this project, the applicant proposes to mitigate for 0.102 acre of permanent wetland impacts at a 2:1
mitigation to impact ratio, by procuring 0.21 riparian non-riverine wetland credits from a mitigation bank with
available in -kind credits in HUC 03020201. The applicant provided a statement of availability from Wildlands
Holdings III, LLC, for in -kind credits from the Falling Creek Umbrella Mitigation Bank: McClenny Acres II
Mitigation Site.
At this time, the EPA has no comments or concerns with the project as presented.
Thank you for the opportunity to provide oversight and review on DA Action ID SAW-2022-01436 to
discharge fill material into 0.102 acre of riparian non-riverine wetlands, associated with constructing the new
Gregory Poole headquarters, in Garner, Wake County, North Carolina.
Best Regards,
Todd Bowers

Todd Allen Bowers
US EPA Region 4 Wetlands and Stream Regulatory Section
Water Division Quality Assurance Coordinator
61 Forsyth St. SW
Atlanta, GA 30303
919.523.2637 cell/telework
404.562.9225 office
Bowers.toddkeTgov
"Do unto those downstream as you would have those upstream do unto you. "
Wendell Berry
From: CESAW-PublicNoticeList <CESAW-PublicNotice [e-mail]>
Sent: Friday, September 29, 2023 11:10 AM
Subject: US Army Corps of Engineers Public Notice
Importance: High
Caution: This email originated from outside EPA, please exercise additional caution when deciding whether to open
attachments or click on provided links.
As you requested, you are hereby notified that the Wilmington District, United States Corps of Engineers, has
issued a Public Notice. The text of this document can be found on the Public Notices portion of the Regulatory
Division Home Page. Each Public Notice is available in ADOBE ACROBAT (.pdf) format for viewing, printing or
download at: https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Public-Notices/
The current notice involves: SAW-2022-01436 (Gregory Poole / Greenfield North industrial park / 500 North
Greenfield Parkway / Garner / Wake County / industrial
Issue Date: September 29, 2023
Expiration Date: October 30, 2023
Point of Contact: David E. Bailey
Email: [e-mail].
Project Description:

Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill, South Carolina 29730
Office 803-328-2427
November 17, 2023
Attention: David E. Bailey
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re. THPO # TCNS # Project Description
2024-56-3 SAW-2022-01436
Dear Mr. Bailey,
The Catawba have no immediate concerns with regard to traditional cultural properties,
sacred sites or Native American archaeological sites within the boundaries of the
proposed project areas. However, the Catawba are to be notified if Native American
artifacts and / or human remains are located during the ground disturbance phase
of this project.
If you have questions please contact Caitlin Rogers at 803-328-2427 ext. 226, or e-mail
[e-mail].
Sincerely,
Wenonah G. Haire
Tribal Historic Preservation Officer

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25PERIMETER LANDSCAPE
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15PERIMETER LANDSCAPE
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35' WD. UTILITY EASEMENT
FOR FUTURE WATER AND
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' 10' X 70' CLEAR SIGHT III}
TRIANGLE (TYP.) \ \ \ I
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1
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65' PERIMETER LANDSCAPE
BUFFER
LOCATION M
HATCH LEGEND
PROPOSED STONED EQUIPMENT
LAY DOWN AREA
PROPOSED CONCRETE
D SR 2559
0 250 500
SCALE: 1 inch = 500 ft.
ALL ASPHALT PARKING SPACES SHALL CONSIST OF A
DW-DUTY CROSS SECTION, APPROXIMATELY 2" ASPHALT
)N 6" CRUSHED ABC.
ALL OTHER ASPHALT SURFACES, INCLUDING INTERIOR
ARKING AISLES AND DRIVEWAYS, SHALL CONSIST OF A
IEAVY-DUTY CROSS-SECTION, CONSISTING OF
APPROXIMATELY 3" ASPHALT ON 8" CRUSHED ABC.
ALL CONCRETE SIDEWALKS (NON -VEHICLE
VEIGHT-BEARING) SHALL LIKELY CONSIST OF 4" CONCRETE
)N 4" CRUSHED ABC.
ALL CONCRETE PADS SHALL CONSIST OF HEAVY-DUTY
'.ROSS SECTION, LIKELY 6" CONCRETE ON 6" CRUSHED ABC.
COTE: PAVEMENT DESIGNS NOTES ABOVE ARE SUBJECT TO
'.HANGE BASED ON SOIL TESTING RESULTS AND PAVEMENT
IESIGN RECOMMENDATIONS TO BE PROVIDED BY
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INITIAL PLAN DATE: 07/01/2022
REVISIONS:
WR Job No. DATE
09191204.10 07/01/2022
DRN: WR DGN: WR CKD: WR
SITE PLAN
4
C2,0

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200'
CP&L EASEMENT
DB 1258 PG 134
DB 1261 PG 423 n n
B.M. 2004, PG. 1269
6�
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25' GRADING /
CLEARANCE
RADII (TYP.)
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BUILDING SETBACK
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40' TOWN OF — I
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UTILITY — I
EASEMENT
D.B
PG. 642
B.M62004, G. 22.29'®
1269 I I
25' GRADING I I
CLEARANCE 4 ++
RADII (TYP.) /
20' PUBLIC (fl
DRAINAGE EASEMENT
S28°33'50"W
46.95' DUKE ENERGYACCESS 11
W/ MOi NTABLE CURB
100 '
I
53' 1
�A -U N-
UTILITY CORRIDOR
L ^ I (SHOWN AS AREA #2
�J ON EXHIBIT B-1)
D.B.10776, PG. 142 1
EASEMENT I I SOUBEHL RN I
D.B. 5259, PG. I EASEMENT
63 D.B. 4414, PG.
I 616
►
00 I
I I I►
40' TOWN OF I
GARNER
UTILITY
EASEMENT
D.B. 4611PG B.M. 2005 PG42 ►
2505
mm I
GREGORY POOLE EQUIPMENT CO
4807 BERYL RD
RALEIGH, NC 27606
PIN#: 1720970926
ZONED - MXD-1
11.39 ACRES
I III I
\
25' PERIMETER
LANDSCAPE \ \ \
BUFFER
MOUNTABLE \ /Q0,9O�
INTEGRAL CONCRETE \
ROLL CURB (3" HIGH)
NC RAILROAD COMPANY
2809 HIGHWOODS BLVD STE 100 \
RALEIGH, NC 27604 \
PIN#: 1720893768
ZONED - IL
10.34 ACRES \ \
50' 1-40 OVERLAY DISTRICT
BUILDING SETBACK
I
/ ' I
I I
\ ' I
\ \
8' TALL CHAIN LINK SECURITY FENCE
BARBED WIRE PLACED OUTSIDE
\
OUTSIDE OF 25' BUFFFF ERR LIMIT) \
30' DRIVEWAY
/�x
NC RAILROAD COMPANY
2809 HIGHWOODS BLVD STE 100
RALEIGH, NC 27604
PIN#:1730182293 \
ZONED - IL
5.98 ACRES
25' PERIMETER LANDSCAPE
` BUFFER
Ix
HEAVY DUTY
CONCRETE/ASPHALT
DRIVES WITHIN FENCED
AREAS (TYP.)
I I
I x
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I
\
I
I X
1 I
\
GRAVEL AND/OR PAVED I \
EQUIPMENT LAY -DOWN I
AREA I
I x I
50' 1-40 OVERLAY DISTRICT
SECURITY GATE I I
BUILDING SETBACK
PEDESTRIAN NOTE: I
NO PUBLIC PEDESTRIAN
ITPERIMETER LANDSCAPE
ACCESS SHALL BE PERMITTED I
BUFFER
WITHIN GATED PERIMETER I
I
8' TALL CHAIN LINK
I x
SECURITY FENCE
8' TALL CHAIN LINK
I
W/ BARBED WIRE
SECURITY FENCE I I I
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NEWKIRK, MICHAEL A I
4700 GIN ST
RALEIGH, NC 27610 I
PIN#:1730174848
ZONED - MXD-1
1.90 ACRES
35' WD. UTILITY EASEMENT FOR FUTURE
WATER AND SEWER EXTENSIONS
(LOCATION TO BE C ORDINATED WITH _
TOWN OF GARNER LITILITY DEPT.) _
EXISTING RECEIVINGIRAMPS NOTE:
TO BE REPLACES WITH EXISTING DRIVEWAY ENTRANCE TO BE
SINGLE RADIAL RAMP (PER REMOVED IF DIRECTED BY TOWN
NCDOTSTANDARD AND/ORNCDOT. FOLLOWING
REMOVAL, SIDEWALK TO BE EXTENDED
ALONG ROADWAY FOR PEDESTRIAN
CONNECTIVITY
0HE 65' PERIMETER
LANDSCAPE BUFFER
\ NC
\ 2809
BLS,
/ \ RALEIc
PIN#:
\ z(
/ 3
NOTE: \
30' ROADWAY EASEMENT TO BE
DEDICATED FOR USE AND MAINTENANCE
BY OWNERS OF ACCESS DRIVEWAY
DRAINAGE
NOTE:
EASEMENT �
THIS SOUTHEAST PORTION OF THE �
\
D.B. 4564, PG. 675
PROPERTY TO REMAIN UNDEVELOPED FOR
B.M. 2004, PG. 1270
STORWATER PURPOSES. ANY
I
i
IMPERVIOUS ADDITIONS / MODIFICATION
\
PRIVATE ACCESS
IN THIS AREA WILL REQUIRE
EASEMENT
STORMWATER MANAGEMENT CONTROLS.
\ B.M. 1989, PG. 1041
I
1
B.M. 2004, PG. 12,
O
(TO BE VACATED)
\
\
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65' PERIMETER LANDSCAPE
IBUFFER
I I I I / / ` \ ,\ I I 15' STREET LANDSCAPE
BUFFER
mmm
1
4014
I II
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0 250 500
SCALE: 1 inch = 500 ft.
'/AV CIVItIN 1 IN I C:
\LL ASPHALT PARKING SPACES SHALL CONSIST OF A
.OW -DUTY CROSS SECTION, 2" ASPHALT ON 6" CRUSHED
\BC.
\LL OTHER ASPHALT SURFACES, INCLUDING INTERIOR
'ARKING AISLES AND DRIVEWAYS, SHALL CONSIST OF A
]EAVY-DUTY CROSS-SECTION, CONSISTING OF 3" ASPHALT
)N 8" CRUSHED ABC.
kLL CONCRETE SIDEWALKS (NON -VEHICLE
NEIGHT-BEARING) SHALL LIKELY CONSIST OF 4" CONCRETE
)N 4" CRUSHED ABC.
\LL CONCRETE PADS SHALL CONSIST OF HEAVY-DUTY
:ROSS SECTION, LIKELY 6" CONCRETE ON 6" CRUSHED ABC.
NOTE: PAVEMENT DESIGNS NOTES ABOVE ARE SUBJECT TO
-HANGE BASED ON SOIL TESTING RESULTS AND PAVEMENT
)ESIGN RECOMMENDATIONS TO BE PROVIDED BY
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INITIAL PLAN DATE: 07/01/2022
REVISIONS:
1. TOWN COMMENTS
11/03/2022 WR
2. TOWN COMMENTS
04/28/2023 WR
3. TOWN & DUKE COMMENTS
07/21/2023 WR
WR Job No. DATE
09191204.10 11/03/2022
DRN: WR DGN: WR CKD: WR
SITE PLAN
C2,00