20070245 Ver 8_More Information Received_20210406

Staff Review Form
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 8
20070245
Is this project a public transportation project?*
r Yes
r No
Reviewer List:* Rick Trone:eads\rvtrone
Select Reviewing Office:* Central Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:*
✓ For the Record Only (Courtesy Copy)
✓ New Project
✓ Modification/New Project with Existing ID
✓ More Information Response
✓ Other Agency Comments
✓ Pre -Application Submittal
✓ Re-Issuance\Renewal Request
✓ Stream or Buffer Appeal
Is this supplemental information that needs to be sent to the Corps?*
Yes r No
Project Contact Information
Name: Kim Williams
Who is submitting the information?
Email Address: [e-mail]
Project Information
Existing ID #:
20070245
20170001 (no dashes)
Existing Version:
8
1
Project Name: MARSOC Motor Transportation Maintenance Expansion
Is this a public transportation project?
r Yes
6* No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Onslow
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
MARSOC Response to NCDWR Comments 4-6-
557.96KB
21.pdf
MARSOC Response to USACE Comments 3-4-
8.41MB
21.pdf
Only pdf or krre files are accepted.
Describe the attachments
or comments:
Response to DWR comments from 3/31/21. I also attached a response to USACE comments from earlier in
March so that DWR has this information.

Sign and Submit
fJ By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
lrr
Submittal Date: Is filled in autonetically.

LMG
LAND MANAGEMENT GROUP
a DAVEY, company
April 6, 2021
TO: Mr. Rick Trone
NC Division of Water Resources
Email: [e-mail]
RE: MARSOC Motor Transportation Maintenance Expansion 401 WQC Modification Request
Camp Lejeune, NC (Onslow County)
Response to NC DWR Comments; DWR # 20070245 Ver 8
Dear Mr. Trone:
Thank you for your comments to the 401 WQC Modification Request that was submitted for the
MARSOC Motor Transportation Maintenance Expansion Project. Below is a response to each
comment.
• In your March 18 response to the Division's RFAI, you submitted a PCN form indicating
there were no stream impacts associated with the project. Impact maps indicate after -
the -fact stream impacts for the project. Please clarify if you are still seeking
authorization for these stream impacts and if so, please submit a revised PCN with all
impacts listed.
Per our site meeting on 4/1/21, we determined that these features are not streams. Therefore,
we have labeled them as "channels" on the impact maps and they are accounted for under the
open water section of the PCN (Impacts 01— 04).
• Similar to the above item, a 0.06-acre wetland impact for the Northern Part of P1288
was mentioned in your original submittal dated December 2020, however this impact is
not indicated on the PCN dated March 18, nor is it depicted on impact maps from that
same submittal. Please clarify if you are still proposing authorization for this impact.
In the USACE's comment letter (attached), they noted that this 0.06-acre impact was previously
authorized under the 07/08 phase of MARSOC and was mitigated. Therefore, we removed this
impact from our drawings.
I hope this response adequately addresses your concerns and the modification request can now
be processed. Please let me know if you have any further questions or comments.
www.Imgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

Thank you for your assistance.
Sincerely,
Vl1+M,t.
Kim Williams
Environmental Scientist
Encl.
Cc: Jessi Baker, MCB Camp Lejeune
Brian Wilson, Clark Nexsen
2

LMG
LAND MANAGEMENT GROUP
a DAVEY, company
March 4, 2021
TO: Mr. Brad Shaver
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
RE: MARSOC Motor Transportation Maintenance Expansion IP Modification Request
Camp Lejeune, NC (Onslow County)
Action ID# SAW-2007-00286
Response to USACE Comments
Dear Brad:
Thank you for your comments to the IP Modification Request that was submitted for the MARSOC
Motor Transportation Maintenance Expansion Project. Below is a response to each comment.
Comments are broken down into three general categories, as noted in your email.
Unauthorized Impacts:
Comment 1: The northern portion of P 1288 where the road realignment impacted 0.06 of an acre
of wetlands. Upon a closer investigation of the file, although this impact was not within the
authorization of the road re alignment phase of the MARSOC master plan it did surface during
the 07/08 phase of MARSOC and therefore was accounted for in a previous authorization phase.
The as built process, used to address previous non-compliance, showed that this impact was part
of the mitigated total.
Response #1: Noted. We have removed this impact from the site plan (revised figure is attached
as Figure 4).
Comment #2: Also, during the as built process the impact now being self -reported adjacent to the
RR 469 structure as "installed but not authorized" was identified during the construction phase
and reported to have been restored to its original condition by Base. It appears that restoration
was unsuccessful, and we will treat this as an unauthorized component of the modification
request.
Response #2: Noted. Per a request from NCDWR, we have labeled this unauthorized impact as
Wetland Impact #2 on the revised site plan.
www.Imgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

Comment #3: The third unauthorized impact being sought for after the fact permitting is the
impacts associated with the southern half of the P 1288 (0.11 of acre of wetland impact and 609
linear feet of channel impacts). Of the 609 feet of channels impacts, it is understood that the Base
would like to restore 65 linear feet. Considering this impact has been in place for over two years,
the Corps would like more information regarding the extent of restoration. The Corps asks that
the Base provide photographic evidence of the impact and a more extensive plan regarding this
clean up to include success criteria post restoration.
Response #3: The 65 LF of channel to be restored currently has a culvert in it (see Figure 10). This
culvert was put in place several months ago during the adjacent construction to ensure proper
drainage. The culvert will be removed by the contractor. The Base is currently working with the
contractor to determine the timing of the pipe removal and specifications for channel
restoration.
Note that there is another channel previously impacted and evaluated by the USACE, which is
located downstream of the sediment pond and Channel Impact #2. There was initially some
discussion about restoring this channel. However, because of the amount of sediment that
entered this channel and how old the impact was, the Base showed this as a permanent impact
in the modification request. We request a meeting with the USACE and NCDWR to evaluate
current conditions and the best path forward. This meeting is tentatively scheduled for either
March 31 or April 1.
Alternatives:
Comment #4: Please provide a better visual representation of the various on -site alternatives
considered for both buildings. Keep in mind that if an alternative that meets the purpose and need
for RR 469 is identified in a different location, the impacts associated with the "installed but not
authorized" impacts will need to be justified or possibly additional restoration completed as the
impacts would not be necessary. The Corps is particularly interested in two locations for the RR
469 building. Would a location south and still adjacent to RR 465 not be a viable option for the
new building? It seems reasonable to centralize the BMPs into one larger facility equipped to
handle all of the storm water and move the building into the upper ends of the remaining wetland
fingers minimizing impacts to the jurisdictional wetlands.
Response #4: The daily operations of the proposed RR469 building will be integrally tied to RR465
and it is critical that it be sited in very close proximity to RR465. Several alternative sites were
evaluated around the hardstand area surrounding the existing warehouse building RR465 to site
the building. The original location for Building RR469 was south of RR465 (see attached Figure 5),
but there were design challenges that drove the price up. The existing RR468 building would have
blocked access to a portion of the rollup doors that line the front face of the RR469 building. It
also would have encroached onto another development area where four small buildings are
planned for unit readiness. The proximity to the administrative functions on the north end of
RR465 also needed to be closer to RR469. Additionally, if the building was placed further south,
another parking lot and a longer driveway would be required. This would result in additional
2

impervious cover and additional costs. Therefore, the building was shifted north to where it is
now proposed.
From a user standpoint, it was more efficient logistically to align RR469 with the north side of
RR465 versus the south side. It puts the facility in closer proximity to the administrative section
of RR465 (situated completely in the north side of the building). The supply administrative
personnel currently housed in RR465 will interact with the warehouse staff in RR469 constantly
throughout the day. Additionally, all deliveries are received at one bay in RR465 and then
distributed to the other Unit Bays in RR465 and RR469. Placing RR469 parallel to RR465 will make
this distribution effort easier and quicker. Furthermore, by placing RR469 in the preferred
northern location, RR469 can utilize the existing parking lot adjacent to RR465.
Comment #5: Additionally, why couldn't the location west of SRR 436 which is comprised of
uplands not be used as a reasonable location?
Response #5: The site west of SRR436 (vehicle wash racks) is slated for future development of a
minor construction project LE21SO4R "MARSOC G6 Support Facility". LE21SO4R will have a
symbiotic relationship with building RR425 (MARSOC Comm/Elec Facility). Additionally, for the
reasons noted above, this site is too far removed from RR465 and is not an adequate site for the
function of building RR469.
Comment #6: It seems the Least Environmentally Damaging Practicable Alternative (LEDPA) has
changed since the original plan approval in 2007. Please further explain what operationally has
changed to require a new LEDPA.
Response #6: The purpose and need of MARSOC has consistently evolved over time. MILCON
projects P-1288 and P-1394 were not a part of the initial 2007-2008 MILCON effort that
constructed the MARSOC Compound at Stone Bay and was originally authorized by the USACE.
Both projects were added to MARSOC in 2009-2010 to support continued growth in personnel
and equipment.
Site Plan Drawings:
Comment #7: In order to better describe the package additional details needs to be included with
the drawings. The plan view drawings should include the extent of grading, extent of fill, and final
surface layout of the impact (parking, side slopes, lawn, etc.). The cross section of each site should
be included to better realize the slope of fill into the jurisdictional areas. This cross section should
be of sufficient detail to determine the slope of fill (2:1, 3:1 etc.) All drawings in the package should
include this level of detail.
Response #7: Please see attached drawings that include the additional details you requested
(Figures 6 — 9). Because of the amount of information presented, we have included multiple
drawings per site so that features are legible. Note that in general 3:1 slopes were used to
determine amount of wetland fill needed near buildings and parking features. Additional wetland
impacts were calculated in some areas beyond grading limits because the amount of wetlands
3

that would remain appeared too small to be viable. It was decided that it was better to show the
impact and provide mitigation to offset its loss.
I hope this response adequately addresses your concerns. Please let me know if you have any
further questions or comments.
Thank you for your assistance.
Sincerely,
Kim Williams
Environmental Scientist
Encl.
Cc: Jessi Baker, MCB Camp Lejeune
Brian Wilson, Clark Nexsen
List of Figures Included:
Figure 4. Revised Overall Site Plan
Figure 5. RR469 Alternatives
Figure 6A. RR456 Site Layout Plan
Figure 6B. RR456 Site Layout Plan Contd.
Figure 6C. RR456 with Elevations and Cross Section A
Figure 6D. RR456 with Elevations and Cross Section B
Figure 7A. RR469 Site Layout Plan
Figure 7B. RR469 with Elevations and Cross Section
Figure 8A. Landscape Plan for RR456
Figure 8B. Landscape Plan for RR456 Contd.
Figure 8C. Landscape Plan for RR469
Figure 9. P-1288 Grading Plan
Figure 10. Site Photos of Culvert at RR456
4

FIGURES

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FILE NAME I:\Projects\,7000\7222—SOF Moto- Transport Exaonsioi\Disciplines\Civil\Wetlands\Phase B 'Wetland Impact Exhibits\7222 — WETLANDS IMPACT BLDG C & D.dwg
JOGGING TRAIL
PARKING AREA
P1288 - B1
PARKING AREA
RR456
\
PARKING AREA
Wetland Impact 1
(Proposed):
0.11 acre
Channel Impact 1
(Proposed): 65 LF
INSET A RR456 and Central and Southern Parts of P1288
INSET A
�l�l-f7f�111 I f 1 t
Channel Impact 2
(After the Fact):
436 LF
RR456 BMP
(PROPOSED)
UNCLASSIFIED
3
Channel Impact 3
(After the Fact): 50 LF
JURISDICTIONAL CHANNEL CENTERLINE
P1288 BMP
(EXISTING)
P1394-RECONSTRUCTED TRAIL SECTION
\ 1
PROPOSED CHANNEL
RESTORATION (' 65 LF)
-�L 50' WETLANDS BUFFER (TYP)
PEDESTRIAN BRIDGE
PROPOSED WETLAND IMPACTS (RR456): 4,680 SF/ 0.11 AC
-# # # #-#- JURISDICTIONAL CHANNEL IMPACTS: 609 LF
— — — 50' WETLANDS BUFFER
P1288 Special Operations Force CSS Facility &
Boat Maintenance and Storage Facility (RR456)
THE LOCATIONS OF WETLANDS AND JURISDICTIONAL
CHANNELS SHOWN IS TAKEN FROM MCB CAMP LEJEUNE
GIS DATA AND BASED ON THE PREVIOUSLY APPROVED
MAPPING ON FILE WITH USACE.
PARKING AREA
Wetland Impact #2:
Installed but not Authorized
Wetland Impact: 0.27 acre
Wetland Impact 3
(Proposed): 0.58 acre
RR469
RR465
PREVIOUSLY AUTHORIZED WETLAND IMPACT (23,614 SF / 0.54 AC)
POTENTIALLY UNDOCUMENTED WETLAND IMPACT (11,886 SF / 0.27 AC)
PROPOSED WETLAND IMPACT (RR469): 25,407 SF / 0.58 AC)
— — — 50' WETLANDS BUFFER
Figure 4. Revised Overall Site Plan
Showing Impacts
3
UNCLASSIFIED
50' WETLANDS BUFFER
50' WETLANDS BUFFER (TYP)
BMP #11
(EXISTING)
Previously Authorized
& Installed
Wetland Impact
THE LOCATIONS OF WETLANDS AND JURISDICTIONAL
CHANNELS SHOWN IS TAKEN FROM MCB CAMP LEJEUNE
GIS DATA AND BASED ON THE PREVIOUSLY APPROVED
MAPPING ON FILE WITH USACE.
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE
PM/DM SGUJPC
BRANCH MANAGER
CHIEF ENGIARCH
FIRE PROTECTION
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1572053
SHEET 01 OF 02
DRAWFORM REVISION: 7 FEBRUARY 2019
UNCLASSIFIED

Figure 5. RR469 Alternative Sites
Building
Fence
MARSOC_Futu re_Projects
50
SCALE 1:1, 415
25
0
120
0
50
Meters
ELEVATION IN FEET
20 FOOT CONTOUR INTERVAL
240
Feet
Reserved for Future
LE21SO4R Development
PROJECTION, DATUM AND
REFERENCE GRID STATEMENT
SPHEROID GEODETIC REFERENCE SYSTEM 1980
PROJECTION UNIVERSAL TRANSVERSE MERCATOR
VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM 1988
HORIZONTAL DATUM NORTH AMERICAN DATUM 1983
CONTROLLED BY USGS, NATIONAL GEODETIC SURVEY POINTS
GRID 1000 - METER UTM ZONE 18
GRATICULE HALF MINUTE LATITUDE -LONGITUDE TICS
Southern Location Considered.
Design, parking, and access to
Admin support constraints.
Boundaries Shown Are Approximate
Data Credit/Source
© 2002 Digital Globe / © 2003 Space Imaging
Map generated using the Geographic Information System
Managed by the Installation Geospatial Information & Services Office
Regional Geospatial Information & Services Division, GF,
Marine Corps Installations East — Marine Corps Base Camp Lejeune
FOR REFERENCE ONLY
FOR OFFICIAL USE ONLY (FOUO)
NOT TO BE USED FOR TARGETING OR NAVIGATION
Disclaimer:
Although every effort has been made to ensure the accuracy of information,
errors and conditions originating from the physical sources used to develop the
database may be reflected in the data supplied. The requestor must be aware
of data conditions and ultimately bear responsibility for the appropriate use
of the information with respect to possible errors, original map scale, collection
methodology, currency of data, and other specific conditions to certain data.
This information does not depict all possible resources. Field verification of
all data is required for site -specific projects. This information is deemed
reliable, but not guaranteed.

Spell checked by TWEAVER on 10\27\2020 4:54pm
54pm USER: lewis.hutchns
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GENERAL NOTES
1. EXISTING CONDITIONS ON THIS SHEET ARE COMPILED FROM:
A. DESIGN PLANS "SOF MARINE BATTALION COMPANY/TEAM
FACILITIES - P1219 & SOF COMBAT SERVICE SUPPORT FACILITY
- P1288" SIGNED 11 /01 /2011
B. TOPOGRAPHIC SURVEY PREPARED BY PMI DATED 03/02/2019
C. TOPOGRAPHIC SURVEY PREPARED BY PMI DATED 09/15/2019
2. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES, LEGEND AND
ABBREVIATIONS.
3. SEE SHEET VF101 FOR EXISTING STORM AND SANITARY STRUCTURE
DATA.
4. COORDINATES SHOWN WITHIN THE BUILDING FOOTPRINT ARE FOR
INTERSECTING COLUMNS LINES INDICATED.
5. MECHANICAL AND ELECTRICAL EQUIPMENT PADS MUST BE SIZED BY
THE EQUIPMENT MANUFACTURER. REFER TO MECHANICAL AND
ELECTRICAL PLANS FOR CLEARANCES.
6. SEE SHEET CS505 FOR BOLLARD LAYOUT PLANS.
CONSTRUCTION NOTES
1. TACTICAL VEHICLE PARKING AREA
2. CONCRETE PAD FOR MECHANICAL EQUIPMENT. SEE SHEETS MH 101 C
AND MH102C.
3. CONCRETE PAD FOR ELECTRICAL EQUIPMENT. SEE SHEET ES101C.
4. ENGINE TEST TANK. SEE SHEET SB101C.
5. PEDESTRIAN BRIDGE, SEE STRUCTURAL SHEET SF601.
6. 5'X5' CONCRETE PAD AT SINGLE PANEL EXTERIOR DOORS
7. PERSONNEL GATE
8. SURFACE MOUNT BOLLARD (TYP OF 27 WITH EXTERIOR CONCRETE
AREA)
9. MINIMUM 2" OVERLAY
10. IN GROUND BOLLARD. TYPICAL UNLESS NOTED OTHERWISE.
11. 5'X8' CONCRETE PAD AT EXTERIOR DOUBLE DOOR
12. JOGGING TRAIL 2" SM9.5B ASPHALT OVER 6" OF NCDOT ABC
STONE
13. ACCESS ROAD 8" THICK NCDOT ABC STONE
14. 12' SINGLE SWING GATE
15. CHAIN LINK FENCE
16. CONCRETE PAVEMENT
17. PAVEMENT JOINT PLAN
18. STANDARD BOLLARD
19. BOLLARD PLACEMENT PLAN AT BUILDING
20. CONCRETE SIDEWALK
21. HEAVY DUTY ASPHALT PAVEMENT
22. OIL WATER SEPARATOR
23. SPLASH BLOCK
KEY PLAN
5
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Lie. No. 050999
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF
INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,
VIA EMAIL.
SATISFACTORY TO DATE
DRW RSP
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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Figure 6B. RR456 Site Layout Plan Contd.
GENERAL NOTES
1. EXISTING CONDITIONS ON THIS SHEET ARE COMPILED FROM:
A. DESIGN PLANS "SOF MARINE BATTALION COMPANY/TEAM FACILITIES
- P1219 & SOF COMBAT SERVICE SUPPORT FACILITY - P1288"
SIGNED 11/01/2011
B. TOPOGRAPHIC SURVEY PREPARED BY PMI DATED 03/02/2019
C. TOPOGRAPHIC SURVEY PREPARED BY PMI DATED 09/15/2019
2. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES, LEGEND AND
ABBREVIATIONS.
3. SEE SHEET VF001 FOR EXISTING STORM AND SANITARY STRUCTURE
DATA.
CONSTRUCTION NOTES
1. PEDESTRIAN BRIDGE - SEE STRUCTURAL SHEET SF601.
2. JOGGING TRAIL 2" SM9.5B ASPHALT OVER 6" OF NCDOT ABC
STONE.
3. BRIDGE ABUTMENT - SEE STRUCTURAL PLANS FOR DETAILS
KEY PLAN
LEWIS A. HUTCHINS
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF
INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,
VIA EMAIL.
SATISFACTORY TO DATE
DRW RSP
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SCALE:
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SGL/JPC
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET
12826993
12/2/2020
cHK TAR
1572053
CS102C
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0
A
1
2
3
UNCLASSIFIED
4
5
DRAW FORM REVISION: 7 FEBRUARY 2019

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/
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. / / /
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/
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APPROX. BUILDING LIMITS
APPROX. LIMITS OF WETLAND
FINISHED GRADE
FOREBAY SLOPE IS 4:1
BEGIN CHANNEL
EXISTING GRADE VARIES
EXISTING GROUND
SCM SIDE SLOPES ARE 3:1
0+00
0+50
1 +00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
SECTION A PROFILE
HORIZ: 1"=40'
5+00
5+50
6+00
6+50
7+00
7+50
8+00
Figure 6C. RR456 Plan with
Elevations and Cross Section A
66
64
62
60
58
56
54
52
50
48
1 "=40'
0
/
/
I
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,
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/
40'
80'
160'
LEWIS A. HUTCHINS
Lic. No. 050999
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF
INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,
VIA EMAIL.
SATISFACTORY TO DATE
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
0
0
0
CC
0
SCALE:
EPROJECT NO.:
SGL/JPC
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12826996
12/2/2020
cHK TAR
1572053
SHEET 44 OF 228
0
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2
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4
5

6pm USER: lewis.hutchins
FILE NAME: C:AUsers\Lewis.Hutchins\appdata\local\temp\AcPubllsh_75528\Site C x—sections.dwg
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FEE = 60.5
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18,000 S,F
PARKING AREA
MWATER DITCH
64
62
60
58
56
54
0+00 0+50
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DITCH SIDE SLOPE IS APPROX.
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64
62
60
58
56
54
Figure 6D. RR456 Plan with Elevations and Cross Section B
2
3
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LEWIS A. HUTCHINS
Lic. No. 050999
O ;A L 1)
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
ALE INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF
INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,
VIA EMAIL.
SATISFACTORY TO DATE
DRW LAH
PM/DM SGL/JPC
BRANCH MANAGER
CHIEF ENG/ARCH
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12/2/2020
cHK LAH
1572053
OF 228
DRAW FORM REVISION: 7 FEBRUARY 2019

1
>URVEY BASELINE
7'CLE W/BW
0ONC. WALL
ASPHALT PARKING LOT
CS504
:306491.4'6H
E:2466139.74
1-STY. BRICK
BLDG, #RR465
SUPPLY WAREHOUSE
SUPPORT BEAM (TYP.)
METAL LIFT (TYP.)
BOL ARD
AIR HANDLER
M-CU-1
A/C (TYP.)
MONITORING WELL
FFE= 49.23
BOLLARDS
FEE= 49.21
EEE= 4 9. 25
CS503
EEE= 49.22
FEE= 49.22
FFE= 49.21
FFE= 49.20
FEE= 49.25
EEE= 49.25
FFE=49,26
2
L/P NO#
EHH
SIGN /
/
S88° 4 ' 43.22"
4, - 00
CS502
GATE POST (2)
7'CLE W/BW (TYP/)
CS501
CS503
CS503
B-2
ISLED SQ.
V= 47.33
CS503
Figure 7A. RR469 Site Layout Plan
/ / r / /
N:3064'48.31 1
�,' E:2466314.83 1 _
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J
7
7
7
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ELEV=41.87
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SEE ELECTRICAL
SHEETS FOR
CONTINUATION
GENERAL NOTES
1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES, LEGEND AND
ABBREVIATIONS.
2. SEE SHEET VF001 FOR EXISTING STORM AND SANITARY STRUCTURE
DATA.
3. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND COMMUNICATION.
CONSTRUCTION NOTES
1. ADA PARKING SYMBOL. SEE SHEET CS501 FOR DETAIL.
2. CONCRETE SIDEWALK
3. 5'X5' CONCRETE STOOP
4. 4" WHITE PAVEMENT MARKING
5. SURFACE MOUNTED BOLLARD
6. 7' HIGH CHAIN LINK FENCE W/ BARBED WIRE
7. VEHICLE DOUBLE SWING GATE - 24' OPENING WIDTH
8. FORKLIFT CHARGING STATION. SEE ARCHITECTURAL SHEETS.
9. HEAVY DUTY ASPHALT PAVEMENT
10. LIGHT DUTY ASPHALT PAVEMENT
11. CONCRETE PAVEMENT
12. 4" WHITE PAVEMENT MARKING ORIENTED 45 DEGREES TO PARKING
SPACE
13. CONCRETE PAD
14. ADA ACCESSIBLE TURNSTILE/GATE
15. STOP SIGN
16. STOP BAR
17. STANDARD BOLLARD
18. SEE SHEET CS503 FOR JOINT LAYOUT AND TYPES
19. SPLASH BLOCK
20. RELOCATED SIGN
FOR CONTINUATION - SEE
ELECTRICAL SHEETS
- COMM
KEY PLAN
GRAPHIC SCALE(S
1 "=30'
0
30'
60'
00/
120'
•
PPM M
NA/FAC
/2
AI
LEWIS A. HUTCHINS
Lic. No. 050999
SEAL
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
ACE INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF
INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,
VIA EMAIL.
SATISFACTORY TO DATE
12/2/2020
DES LAH
DRW RSP
CHK CTA
PM/DM SGL/JPC
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
LLB
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0
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NAVFAC DRAWING NO.
12827013
SHEET
61
OF 228
CS 101 D
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2
3
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4
5
DRAW FORM REVISION: 7 FEBRUARY 2019

24 "CONC.
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FLOW BOLLARD PIV
1-STY. BRICK
BLDG. iRR465
PPLY WAREHOUSE
48
46
44
42
40
38
36
34
32
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AIR HANDLER
M-CU-1
A/C (TYP.)
MONITORING WELL
0+00.00
SECTION A
FFE=49.23
BOLLARDS
FFE= 49.21
ECE= 49.25
EEE= 49.22
FFE= 49.22
FFE= 49.21
FFE= 49.20
CEDE= 49.25
FIFE= 49.25
FFE= 49.26
IRV (2)
30253
' QS \
XX
WV
TO =44.7
GATE POT (�)
7'CLF'I W/;W (TF�)
I
I
V I
V I
/ I
v I
V I
v I
I I
I
I I
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I I
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I
WETLANDS LIMIT
Figure 7B. RR469 with Elevations
and Cross Section
1
2
UNCLASSIFIED
3
v
ALILDING1 vvv
\
RR469 '\\
FFE = 47.75 77 X v
r 20 000..F. ALI \\ 33�0
1
r 1 r \\ r /X 1
o �" I x
6.1% ,
__ r r r 1 I - > 1 /-1-
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I 11 1 I I
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1 x
X
I
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g/ /
/x d
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—
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APPROX. BUILDING LIMITS
EXISTING GROUND
UPPER LIMITS OF CHANNEL
Mk,
•
3+9(.29
1
v
50-FT WEl AND B FFER
v\ \
`v v vv �\
\\\
6)' vAv
\ \
PROPOSED GRADE
3:1 SLOPE
CHANNEL
3
UNCLASSIFIED
3+00 3+50 4+00
L/P
W/GUY
48
46
44
42
40
38
36
34
32
30
KEY PLAN
4
5
AV
0'LEWIS A. HUTCHINS — •
•
Lic. No. 050999
ONLA L
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE
DRW LAH
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
0
Z
2
0
0
0
W
W
z
0
Z
DJ
DJ
1-
J
L)
LL
J
z
SCALE:
EPROJECT NO.:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET
A/E INFO
CHK LAH
1572053
OF 228
DRAW FORM REVISION: 7 FEBRUARY 2019
0
LU
LL
0
A

Spell checked by TWEAVER on 07/10/2018 1:18pm
FILE NAME: I:\Projects\7000\7222—SOF Motor Transport Expansion\CAD\Sheets\L\phase B\LP101C.dwg
PROJECT
LIMIT
BUILDING RR456
UNCLASSIFIED
3
AUXILARY COMBAT
SERVICES SUPPORT
15E
FFE = 60.5
BUILDING
RR456
FFE = 60.50
18,000 S.F.
Figure 8A. Landscape Plan for RR456
3
UNCLASSIFIED
TO OF SLOPE
JP OF BANK
P� nF S OPE
JOGGING TRAIL
LP502
GENERAL NOTES
1. ALL DISTURBED AREAS EXCLUDING PAVING AND LANDSCAPE BEDS
WITH TO BE SODDED WITH CENTIPEDE SOD.
CONSTRUCTION NOTES
1. CENTIPEDE SOD
2. GRAVEL STRIP
3. BUILDING MONUMENT SIGN
KEY PLAN
%i!%if z 1. ill:!/*I
PROJ. T
LIM
A STREET
L�~
5
UNCLASSIFIED
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
AA INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF
INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,
VIA EMAIL.
SATISFACTORY TO DATE 12/2/2020
DES JTD
PM/DM SGL/JPC
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SCALE:
EPROJECT NO.:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12827044
1572053
SHEET 92 OF 228
LP101 C
DRAWFORM REVISION: 7 FEBRUARY 2019

Spell checked by TWEAVER on 07/10/2018 10:13am
INV-48.02
1
MATCH LINE - THIS SHEET
Aniucn u.Qni.innnc
PIN & CAP #602
N=304, 761.639
E=2, 465, 365.918
ELEV= 58e 04
2
'NB .t BANK
INVERT BURIED
NOT FOUND
N:304587.80
E:2465448.34
UNCLASSIFIED
3
SCM #31 SAND
FILTER
PROJECT LIMIT
MATCH LINE - THIS SHEET
Figure 8B. Landscape Plan for RR456 Contd
3
UNCLASSIFIED
4
GENERAL NOTES
1. ALL DISTURBED AREAS EXCLUDING PAVING AND LANDSCAPE BEDS
WITH TO BE SODDED WITH CENTIPEDE SOD.
CONSTRUCTION NOTES
1. CENTIPEDE SOD
2. GRAVEL STRIP
3. BUILDING MONUMENT SIGN
KEY PLAN
GRAPHIC SCALE(S)
5
UNCLASSIFIED
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF
INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,
VIA EMAIL.
SATISFACTORY TO DATE
DES JTD
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SCALE:
EPROJECT NO.:
SGL/JPC
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12827045
12/2/2020
1572053
SHEET 93 OF 228
LP 102C
DRAWFORM REVISION: 7 FEBRUARY 2019

UNCLASSIFIED
3
Spell checked by TWEAVER on 07/10/2018 10:16am
PLOTTED: Friday, November 20, 2020 — 8:57am USER: tdalton
FILE NAME: I:\Projects\7000\7222—SOF Motor Transport Expansion \CAD\Sheets\L\phase B\LP101 D.dwg
1
GATE
WONG LOT
ES
tA
ASPH\T SURFACE
"GONG. •
\• ®
SD SD SD �� ��jj SD W
= W (oLC) V fP�'V / u
'45.8
LOW
BOLLARD (2) TON
A/C• E
TY BRICK
#RR465
WAREHOUSE
AIR HANDLER
M—CU-1
ABC (TYP.)
MONITORING WELL
GEE= 49.23
BOLLARDS
GEE= 49.21
GEE= 49.25
GEE= 4 9.22
ATE= 49.22
FEE= 49.21
FEE= 49.20
ATE=49.25
GEE= 49.25
FEE=49.26
IRV (2)
SD
ES
ES
\ N#
ES_ 5—E5
15 CONC.
CONC. WALK
SIG�I�
SIGN
WV
TON= 45.78
SD
_E_
WV E
TON= 44.73
GATE POST (2)
7'CLF W/BW (TYPO
•
CO
CAL
w
w
•BOB-2
ISLED
LL\=4 .33
AAA/
•
f
TRAM'
z
o
SAN
ES -ES
FLOW
SAN
0"PVC
SD
SAN -8 SAN
SIGN
FLOW
•
•
•
•
•
IVV\
S�
E
_FATES
/:. - W-
E
WV
BUILDING
RR469
FFE = 46.50
/35
ES ES
SIGN
.w
QIfiCH;\.:
APPROX. LOCATION
OF UNDERGROUND
TORM STRUCTURE
SIGN I
..
6 QP
LAP
W1yY(2)
PSN�
MB-1\ 1
K FO\HILL
L• V=40.A
,\
10 PINE
8 \UM
30250
SAN
W GUY
4
SIGN
cF
30249
PROJECT LIMITS
oz<>
0
PIPE END
NOT FOUND
Mims-
PIN W/CAP
N= 306, 596.
E=2, 466, 49.
ELEV=41.87
A
,o#
\ L/P
W/GUY
poN
WOOD POST (TYP.)
WOOD WALL
N
WATER SURFA
ELEV=33. S(
02/14/2018 @ 3
® 6 PVC POST
00) (TYP.)
SYO)0
F
Figure 8C. Landscape Plan for RR469
GENERAL NOTES
1. ALL DISTURBED AREAS EXCLUDING PAVING AND LANDSCAPE BEDS
WITH TO BE SODDED WITH CENTIPEDE SOD.
CONSTRUCTION NOTES
1. CENTIPEDE SOD
2. GRAVEL STRIP
3. BUILDING MONUMENT SIGN- ALIGN WITH BACK OF BUILDING
KEY PLAN
GRAPHIC SCALES
1"=30'
w
Q
0
DESCRIPTION
2
0)
A
WAk
IMP
NAPi.--
..
Lic. No. 001058
CLARKNEXSEN
4525 MAIN STREET
SUITE 1400
VIRGINIA BEACH, VA 23462
757.455.5800 FAX [phone]
WWW.CLARKNEXSEN.COM
CLARK NEXSEN LICENSE # C-1028
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED BY SOFIA SCHWARTZ, DEPUTY DIRECTOR OF
INSTALLATION DEVELOPMENT, WITH MCB CAMP LEJEUNE,
VIA EMAIL.
SATISFACTORY TO DATE
12/2/2020
DES JTD
DRW
JTD
CHK
TAR
PM/DM
SGL/JPC
BRANCH MANAGER
DLB
CHIEF ENG/ARCH
EJA
FIRE PROTECTION
NAVAL FACILITIES ENGINEERING COMMAND
DEPARTMENT OF THE NAVY
I-
qz
a
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2
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0
CD
Lu
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SCALE:
NAVAL STATION - NOFOLK, VA
0
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J
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0
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CC
CC
0
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0
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CL
w
w
J
0
m
0
1"=30
EPROJECT NO.:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12827046
MAINTENANCE EXPANSION - SITE 2
RR469 - LANDSCAPE PLAN
1572053
SHEET 94 OF 228
LP101 D
UNCLASSIFIED
2
3
UNCLASSIFIED
5
DRAWFORM REVISION: 7 FEBRUARY 2019

1 2 4 5 \C _ACC = D//=0R 0== C A C 0\ Y
N c.,,
I I _ LEGEND
I3 / �/ �' 10— EXISTING CONTOUR SURFACE
/J`i j �% !., ,,r� ' / /� 2JOUCE
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View of channel to be restored at RR456 (downstream of Impact#1). Looking upstream at the culvert to be removed
Culvert is currently located here.
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FIGURE 10 Photos of Culvert to be Removed