20070245 Ver 7_401 Application_20170917

PROJECT NARRATIVE
Roadway Interconnectivity Improvements at MARSOC
Construction Contract No. N40085 -16-B-0048
MCB Camp Lejeune, North Carolina
Prepared by:
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28561
[phone]
Corp. #C-0706
June 1, 2017
Modified August 22,2017

Roadway Interconnectivity Improvements at MARSOC
Construction Contract No. N40085 -16-B-0048
MCB Camp Lejeune, North Carolina
I. PROPOSED PROJECT
A. PROJECT DESCRIPTION
B. PRIOR PERMITTING HISTORY
II. PROJECT ANALYSIS
A. PURPOSE AND NEED
B. ALTENATIVES ANALYSIS
C. PROPOSED IMPACTS
D. IMPACT MINIMIZATION MEASURES
E. IMPACT MITIGATION
III. OTHER PROJECT CONSIDERATIONS
A. STORMWATER MANAGEMENT
B. EROSION CONTROL
FIGURES
Figure 1 Proposed New Traffic Flow at MARSOC Complex
Figure 2 Proposed Stream and Wetland Impacts (2 Sheets)
Figure 3 Site Plan - "No Action" Alternative
Figure 4 Site Plan - Alternative Road Alignment
Appendices
Appendix A Survey of Wetlands and Streams, MARSOC July 2007
Appendix B Project Plans - Roadway Interconnectivity Project
Appendix C Coastal Stormwater Permit
Appendix D Erosion Control Permit
Appendix E MARSOC Permit Modification & Resolution Document, August 2, 2010
Appendix F Bachelors Delight Mitigation bank Credit Reservation Letter

PROPOSED PROJECT
A. Project Description
Marine Corps Base, Camp Lejeune is proposing to make roadway improvements in the MARSOC
Complex in the Stone Bay area of the Base. Specifically, it is proposed that a new roadway
segment be constructed behind the Headquarters facility, Building RR400 to provide
interconnectivity between the roadway system in the MARSOC Complex to improve traffic flow
in anticipation of a significant increase in personnel at the MARSOC Complex in fiscal year 2017
and 2018.
Since this work cannot be completed by the expiration of the current Individual Permit (No.
2007 286 067) on December 31, 2017, this request for a permit modification also includes a
request for an extension of the permit expiration date until December 31, 2018.
B. Prior Permitting History
The U.S. Army Corps of Engineers issued Individual Permit (IP) No. 2007 286 067 on November
27, 2007 for proposed impacts to 404 Wetlands and streams associated with the construction of
MARSOC complex Phases I, II and III. The permit action authorized the permanent impacts to
12.5 acres of 404 Wetlands (9.0 acres riparian, 3.5 acres non -riparian), temporary impacts to
1.41 acres of 404 Wetlands, and permanent impacts to 12,800 linear feet of streams.
There have been three modifications to the original permit. A MARSOC Violation and
Modification Agreement was issued on August 30, 2010. Excerpts of this Permit Resolution and
Modification are included in Appendix E. A permit modification was issued on September 8,
2011 associated with the MARSOC Connector Road Modification (Action I.D. SAW -2010-01797).
The third modification was issued on October 2, 2015 addressing various mitigation failures and
violation restoration failures.
I. PROJECT ANALYSIS
A. Purpose and Need
Marine Corps Base, Camp Lejeune is proposing to make roadway improvements in the MARSOC
Complex in the Stone Bay area of the Base. Specifically, it is proposed that a new roadway
segment be constructed behind the Headquarters facility, Building RR400 to provide
interconnectivity between the roadway system in the MARSOC Complex to improve traffic flow
in anticipation of a significant increase in personnel at the MARSOC Complex in fiscal year 2017
and 2018. Figure 1 includes an aerial photograph overlay of the MARSOC Complex. Annotations
have been included on this map depicting the proposed project and other currently ongoing or
proposed projects.
Presently, the facilities at the MARSOC Complex house MARSOC Headquarters staff, Marine
Raider Regiment, Marine Raider Support Group, Marine Raider Training Center, Students,
support/construction contractors. The population within the MARSOC Complex is
approximately 3,000 personnel. Third Marine Raider Battalion will be occupying new facilities at
the MARSOC in the very near future and facilities for Second Battalion are slated for
construction start in 2017. The majority of these new facilities are located in the southeastern
corner of the Complex (Figure 1). The total population at the MARSOC is anticipated to increase

by approximately 800 active duty Marines after these two Battalions are relocated. Traffic
counts at the MARSOC are anticipated to significantly increase as these Battalions come on-line.
All traffic at the MARSOC Complex enters and exits the restricted access facility through one
gate. Modifications are proposed for the primary entrance gate and roadway to reduce
congestion and prevent delays entering and exiting the MARSOC facility. These modifications
will allow free flowing inbound and outbound traffic flow to occur at the expense of eliminating
north and south traffic movements through the intersection of the entrance road and Loop
Road. There will be no through traffic movement through this intersection from the north or
south approach along Loop Road. Other improvements are underway on the interior road
system to increase their capacities as well. Specifically, Loop Road is being widened, paved and
further improved to access the new Second and Third Battalion facilities. (Project P-121813)
The proposed interconnectivity of the access road behind RR400 is a crucial part of the
proposed improvements. This planned road segment will complete direct access between the
MARSOC Headquarters area and the rest of the MARSOC Complex, to include Marine Raider
Training Center, Marine Raider Support Group facilities, Training Ranges, and the Battalion
facilities. This interconnectivity will also replace the north and south traffic movements that will
be eliminated by the entrance road improvements.
B. Alternatives Analysis
Various alternatives were considered when evaluating this project, each alternative evaluated is
discussed below:
1. No Action Alternative:
Figure 3 illustrates the "No Action" Alternative.
If the proposed roadway segment is not constructed, it is anticipated that there will be
significant congestion for inflow and outflow traffic movements at the MARSOC
Complex. Additionally, internal circulation between the Headquarters area and the
other areas of the MARSOC Complex will be significantly hindered. Internal traffic
would have to continue to occur through the existing parking areas located to the south
of the Headquarters facility. Pedestrian safety will be jeopardized from this increased
traffic.
The "No Action" alternative does not result in a condition that is favorable.
2. Construct Interconnectivity Road in Alternate Location
a. Construct Interconnectivity at an Alternate Route
Figure 4 illustrates an alternate alignment for the proposed access road.
The proposed roadway interconnectivity will provide a direct connection between
the northern end and southern ends of Loop Road. Any connection of these road

segments at an alternate location would need to occur through wetlands and
stream segments downstream of the proposed impacts.
Appendix A includes excerpts of the July 2007 Survey of Wetlands and Streams
in the MARSOC Cantonment Area. The maps depict more significant wetland and
stream features downstream of the proposed project area.
Various alternatives for the roadway alignment were considered in an effort to
minimize impacts to streams and wetlands. An alternate alignment (Figure 4) would
allow for a more perpendicular crossing through the wetland and stream areas.
However, this crossing would occur at a point where existing grades are 5 to 6 feet
lower than those presently proposed. Additional wetland and stream impacts would
occur due to longer shoulder slope conditions. The alternate alignment would
result in a total of approximately 364 LF of stream impacts and approximately 0.05
acres of wetland impacts. The proposed design, although it does not represent a
perpendicular crossing conditions, does result in less impacts to wetlands and
streams because of the shorter shoulder slope lengths. (335 LF - stream, 0.046 AC
wetlands).
Due to the increased impacts to wetlands and streams anticipated by relocating the
roadway to another location, this alternative does not warrant further
consideration.
b. Construct Interconnectivity at Location of Existing Parking Lot South of
Headquarters Facility
The parking lots that exist to the north, south and east of the existing headquarters
facility are 100% utilized by the occupants of the headquarters facility. The
placement of these parking areas relative to the headquarters facility satisfies the
setback criteria for parking facilities as established by Anti -Terrorism and Force
Protection Rules. Although the proposed access road could be shifted to the area of
the parking lot to avoid wetland and stream impacts, the loss of the parking facilities
is deemed undesirable. Additionally, there is insufficient upland area available
around the Headquarters facility to construct additional parking facilities.
Due to the loss of critical parking area that would occur by implementing this
alternative, its further consideration is not warranted.
c. Provide Secondary Entrance/Exit
A second entrance/exit area exists on the northern side of the MARSOC Complex.
This entrance is currently not a manned facility and its present use is for emergency
access only. To further relieve congestion, this access gate will become operational
upon the completion of the Loop Road improvements presently underway. Opening
this gate area will establish a secondary exist area from the MARSOC Complex;
however, its use would not provide the internal connectivity that will be established
by the proposed project.

The alternative does not provide the required connectivity; therefore, its further
consideration is not warranted.
C. Proposed Impacts
It is proposed that approximately 1,150 LF of two-lane roadway segment be constructed,
connecting two existing roads (Appendix B). The road will be constructed to a pavement width
of 25 feet. The roadway alignment impacts two ravine areas, the bottom of which has been
previously delineated as intermittent streams and linear wetlands. Attached in Appendix A is a
copy of the Survey of Wetlands and Streams, MARSOC, dated July 2007 which depicts the
wetland conditions within in the limits of the MARSOC Compound prior to any development of
the MARSOC Complex. Appendix B, Plate 5 depicts intermittent stream segments 6.4c and 6.4d
which exist in the project area. Table 2 of this document lists the streams full bank width of
each stream segment as one (1) foot.
A total of 335 LF of intermittent stream exists within the footprint of the proposed roadway
limits of disturbance (268 LF of delineated intermittent Stream I.D. 6.4d and 67 LF of
intermittent Stream I.D. 6.4c). The proposed impacts will occur in the most upstream segment
of each of these streams. Non -riparian linear wetlands exist along the stream segments. An
average width of 6 feet (3 feet each side) of linear wetlands exist along the stream segments to
be impacted. A total of 2,010 SF, 0.05 acres of wetlands will be impacted by the proposed
construction. Figure 2 provides a plain view of the proposed stream and wetland impacts.
The proposed areas of impact consist of the most upstream portions (head) of the delineated
intermittent streams. The farthest downstream segment of each intermittent stream to be
impacted exists at an elevation of approximately 14.0 feet above sea level while the uppermost
extent exists at elevation 26.5 feet (Stream I.D. 6.4d) and 20.0 feet (Stream I.D. 6.4c). No
streams or wetlands exist upstream of the proposed areas of impact because they were
previously filled and developed. No stormwater runoff from the developed areas flows through
these delineated intermittent streams. All runoff from the upstream developed areas is
collected in a stormwater collection system and discharges to a stormwater treatment basin.
This stream is not a NCDMF - designated Primary Nursery Area.
D. Impact Minimization Measures
In an effort to minimize impacts to intermittent stream segments, certain elements were
incorporated into the proposed design. The roadway alignment was positioned such that the
uppermost segments of the streams were impacted. Topographic relief in these areas is less
severe requiring less fill to reach the desired roadway grades. Shoulder slope areas were also
minimized by the proposed roadway alignment and by maintaining side slopes to a minimum,
but stable 3:1 or 4:1 slope.
Additionally, the roadway finish elevation was lowered to the extent possible to minimize
shoulder slope areas.

E. Impact Mitigation
It is proposed that credits be purchased from a stream mitigation bank to offset the proposed
impacts to a total of 335 LF of intermittent stream, and 0.05 acres of non -riparian wetlands.
A credit reservation has been obtained from the Bachelor's Delight Mitigation Bank. Appendix F
includes a copy of the Credit Reservation approval letter.
II. OTHER PROJECT CONSIDERATIONS
A. Stormwater Management
The MARSOC Complex is covered by a Master Stormwater Permit which was issued by the North
Carolina Department of Environmental Quality (NCDEQ). Presently, in the project area, all
runoff from the developed areas upstream of stream segments 6.4c and 6.4d are collected by a
stormwater collection system and discharge to an existing stormwater sand filter basin (BMP 3,
Appendix B). It is proposed that runoff from the proposed roadway be directed to the existing
BMP 3. A modification to the existing stormwater permit has been submitted to and approved
by the NCDEQ (Appendix C).
B. Erosion Control
An Erosion and Sedimentation Control Permit has been submitted to and approved by NCDEQ
associated with the proposed project (Appendix D).

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DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
TOE OF FILL 1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
TOE OF FILL MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
60 0 3o 60 120 C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
GRAPHIC SCALE: 1" = 60' THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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PH.[phone], FAX [phone] .•►
DES. J. K. AVOLIS, P.E.
DR. MSP / WFF
CHK. J. C. AVOLIS, P.E.
SUBMITTED BY:
WL1
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
ROADWAY INTERCONNECTIVITY IMPROVEMENTS
AT MARSOC
DESIGN DIR. T. H. BURTON, P.E. OVERALL SITE PLAN
APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
80091
SATISFACTORY T0: DATE CONSTR. CONTR. NO. N40085 -16-B-0048
SCALE: NOTED SPEC. 05-16-0048 SHEET 02 OF XDX

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SCALE: 1 "=20'
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DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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AVOLIS ENGINEERING, P.A. LII;tNbtNU. U -U„
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NEW BERN, NC 28561
PH.[phone], FAX [phone] .•►
DES. J. K. AVOLIS, P.E.
DR. MSP / WFF
CHK. J. C. AVOLIS, P.E.
SUBMITTED BY:
DESIGN DIR. T. H. BURTON, P.E.
APPROVED: PWO OR OICC DATE
SATISFACTORY TO: DATE
WL2
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
ROADWAY INTERCONNECTIVITY IMPROVEMENTS
AT MARSOC
ENLARGED SITE PLAN - PROPOSED STREAM AND WETLAND IMPACTS
SIZE CODE (DENT. NO NAVFAC DRAWING N0,
80091 CONSTR. CONTR. N0. N40085 -16-B-004$
SCALE: NOTEDSPEC. 05-16-0048 SHEET 10 OF XDX

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DISCLOSURE OF INFORMATION
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THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
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A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
\ _ _
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
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2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
IMPACT AREA #1:-/
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MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
STREAM SEGMENT 6.4d:
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C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
WETLAND
IMPACTS: = 0 ACRES
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THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
GRAPHIC SCALE: 1" = 60'
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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AVOLIS ENGINEERING, P.A. LlUtNbtNU. U -U„
P.O. BOX 15564 t
NEW BERN, NC 28561
PH.[phone], FAX [phone] .•I
DES. J. K. AVOLIS, P.E.
DR. MSP / WFF
CHK. J. C. AVOLIS, P.E.
SUBMITTED BY:
FIG 3
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
ROADWAY INTERCONNECTIVITY IMPROVEMENTS
AT MARSOC
DESIGN DIR. T. H. BURTON, P.E. SITE PLAN -NO ACTION ALTERNATIVE
APPROVED. PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
80091 CONSTR. CONTR. N0. N40085 -16-B-004$
SATISFACTORY TO: DATE
SCALE: NOTED SPEC. 05-16-0048 SHEET 02 OF XDX

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WETLANDIMPACTS: 297 Fx6'wide = 1,782 SF, 0.0409 ACRES
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REVISIONS
SYM DATE I APPROVED
SUMMARY OF PROPOSED IMPACTS:
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TOE OF FILL
-IMPACT AREA #2:
STREAM SEGMENT 6.4c: STREAM IMPACTS -67 LF
WETLAND IMPACTS: 267LFx6'wide = 402 SF, 0.0092 ACRES
� I
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
TOE OF FILL 1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
\ MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
TOE OF FILL 60 0 30 60 120 C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
GRAPHIC SCALE: 1" = 60' THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
M PACTS :
I M FACTS:
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364 LFTOTAL
2,184 SF, 0.050
,ACRES
FIGURE 4
AVOLIS ENGINEERING, P.A. LlUtNbtNU. U -U„
P.O. BOX 15564 =lle`
NEW BERN, NC 28561
PH.[phone], FAX [phone] .•I
DES. J. K. AVOLIS, P.E.
DR. MSP / WFF
CHK. J. C. AVOLIS, P.E.
SUBMITTED BY:
FIG 4
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
ROADWAY INTERCONNECTIVITY IMPROVEMENTS
AT MARSOC
DESIGN DIR. T. H. BURTON, P.E. SITE PLAN -ALTERNATE ROAD ALIGNMENT
APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING N0.
80091
SATISFACTORY T0: DATE I ICONSTR. CONTR. NO. N40085 -16-B-0048
SCALE: NOTED SPEC. 05-16-0048 SHEET 02 OF XDX

Appendix A

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Appendix B

ROADWAY INTERCONNECTIVITY IMPROVEMENTS
AT MARSOC
CONTRACT N0. N40085 -16-B-0048
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pr
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Bay < SSP
$Py
(7' BA301
J a
BA300�
SBA137
N C rmtIle Ba
U� ( O sS2a OvI
/ hodwick) `(((ILLJJJJ%
CP
ll 1 Bay)J�l
FIRE TOWER
ST7 \ RAD WER0
RNC�J
RpAD
TRIANGLE
OUTPOST
O
O
z
Island (\\
r
� SFT
6000 0 6000 12000
SCALE OF FEET
LOCATION MAP - U. S. MARINE CORPS BASE
CAMP LEJEUNE, NC
GoldsboroKinsto uuv Cr
us 7o New B
Tuscarora
Trenton OAK GROVE
Seven
Springs PollocksviUe
Mt, Olive Ha
Pink Comfort Maysville
Hill
Richlands S~
Warsaw o
Beulaville
JacksonvR e
Magnolia Swc
G�
Vero IL /
Rosehill 1
Dixon C MIR LE,
Wallace
Folksto
Holly Ridge
Burgaw
CHERRY P❑INT
lock Otwa
eaufor
orehead Ci II
sboro
Words Corn
Hampstead
Scott Hill O
P Z
Acme `� v
Delco Wilmington
A 76 Leland I�I
s � Bolton /I
VICINITY MAP - CAMP LEJEUNE, N.C.
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S EXPENSE.
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
SYM
INDEX OF DRAWINGS
SHEET COUNT
NAVFAC NO.
SHEET NO.
TITLE
1
OF 23
60017754
G001
COVER SHEET
2
OF 23
60017755
C100
OVERALL SITE PLAN
3
OF 23
60017756
CD101
ENLARGED SITE PLAN -EXISTING CONDITIONS AND DEMOLITION
4
OF 23
60017757
CD102
ENLARGED SITE PLAN -EXISTING CONDITIONS AND DEMOLITION
5
OF 23
60017758
CS101
ENLARGED SITE PLAN - LAYOUT, STRIPING & SIGNAGE
6
OF 23
60017759
CS102
ENLARGED SITE PLAN - LAYOUT, STRIPING & SIGNAGE
7
OF 23
60017760
CS103
ENLARGED SITE PLAN - PARKING LOT STRIPING
8
OF 23
60017761
CS104
ENLARGED SITE PLAN - PARKING LOT STRIPING
9
OF 23
60017762
CS105
ENLARGED SITE PLAN - PARKING LOT STRIPING
10
OF 23
60017763
CG101
ENLARGED SITE PLAN - GRADING & EROSION CONTROL
11
OF 23
60017764
CG102
ENLARGED SITE PLAN - GRADING & EROSION CONTROL
12
OF 23
60017765
CG103
ENLARGED SITE PLAN - BMP #3 MODIFICATIONS
13
OF 23
60017766
CG301
ROADWAY CROSS SECTIONS
14
OF 23
60017767
CG302
ROADWAY CROSS SECTIONS
15
OF 23
60017768
CS501
DETAILS
16
OF 23
60017769
CS502
DETAILS
17
OF 23
60017770
CG501
DETAILS
18
OF 23
60017771
CG502
DETAILS - BMP #3 MODIFICATIONS
19
OF 23
60017772
ES100
OVERALL SITE ELECTRIC PLAN
20
OF 23
60017773
ES101
ENLARGED SITE ELECTRIC PLAN
21
OF 23
60017774
ES102
ENLARGED SITE ELECTRIC PLAN
22
OF 23
60017775
ES501
ELECTRICAL DETAILS
23
OF 23
60017776
ES502
ELECTRICAL DETAILS
ABBREVIATIONS
A/C
CLIMATE CONTROL EQUIPMENT
APPROX.
APPROXIMATE/APPROXIMATELY
CJ
CONTRACTION JOINT
CL, C/L
CENTER LINE
COMM.
TELECOMMUNICATIONS
CMP
CORRUGATED METAL PIPE
CONC.
CONCRETE
CPP
CORRUGATED PLASTIC PIPE
DIA, 0
DIAMETER
DI
(STORM DRAIN) DROP INLET
DMH
DRAINAGE MANHOLE
DS
DRAINAGE STRUCTURE
EL=, ELEV
ELEVATION
EJ
EXPANSION JOINT
ELEC.
ELECTRIC; ELECTRICAL
EW
EACH WAY
EX., EXIST.
EXISTING
FDC
FIRE DEPARTMENT CONNECTION
FES
FLARED END SECTION
FFE
FINISH FLOOR ELEVATION
GPM
GALLONS PER MINUTE
HVAC
HEATING, VENTILATION AND AIR
F
CONDITIONING (EQUIPMENT)
INV
INVERT
IPC
IRON PIPE & CAP (CONTROL)
LBS
POUNDS
LF
LINEAR FOOT
MAG
MAG NAIL (CONTROL)
MAX
MAXIMUM
MIN
MINIMUM
O.C.
ON CENTER
0. D.
OUTSIDE DIAMETER
PIV
POST INDICATOR VALVE
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYL CHLORIDE (PIPE)
RCP
REINFORCED CONCRETE PIPE
SMH
SANITARY SEWER MANHOLE
SF
SQUARE FOOT/FEET
SLT
SILT FENCE
SWP
STORMWATER POND
SYM
SYMBOL
TBM
TEMPORARY BENCHMARK
TYP
TYPICAL
WWF
WELDED WIRE FABRIC
XFMR
(ELECTRIC) TRANSFORMER
&
AND
@
AT
±
PLUS OR MINUS
%
PERCENT
=
EQUALS
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
REVISIONS
DATE (APPROVED
EROSION CONTROL NOTES:
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
1. INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT AREAS.
2. INSTALL SILT FENCING, DROP INLET PROTECTION, AND CHECK DAMS AT
DESIGNATED PROJECT AREAS.
3. COMPLETE IMPROVEMENTS AS INDICATED.
4. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
5. RESEED AS NECESSARY TO ESTABLISH FINAL VEGETATION.
6. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED
WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR THE NCDENR'S
LAND QUALITY SECTION.
7. REMOVE SILT FENCING, DROP INLET PROTECTION, CHECK DAMS, AND GRAVEL
CONTROL ENTRANCE ONCE VEGETATION IS 95% ESTABLISHED.
MAINTENANCE PLAN
1. THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION
CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY AND
WITHIN 24 HOURS OF A 1/2—INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS
UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR
AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN GAUGE
IS REQUIRED TO BE ON—SITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED,
INSPECTION RECORDS ARE TO BE FORWARDED TO THE CONTRACTING OFFICER AND
ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY
CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF
THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND
NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE
PROJECT SITE.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ANY SEDIMENT
TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY
BASIS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS, AND
DROP INLET PROTECTION WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX
INCHES (6") MAXIMUM.
G001
AVOLIS ENGINEERING, P.A. LIItNStNU. G-U/Ub
CIVIL LEGEND
EXISTING
MARINE CORPS BASE
DESCRIPTION
NEW
DQ
WATER VALVE
CAMP LEJEUNE, NORTH CAROLINA
PIV
POST INDICATOR VALVE
ROADWAY INTERCONNECTIVITY IMPROVEMENTS
DR. MSP /WFF
THRUST BLOCK
CHK. J. C. AVOLIS, P.E.
w1 �rrrf
AT MARSOC
FIRE HYDRANT
��►�llill!
I��C;*•
••
FDC
FIRE DEPT CONNECTION
COVER SHEET
0
DESIGN DIR. T. H. BURTON, P.E.
SANITARY SEWER MANHOLE
O CO
CLEANOUT
@D
STORM SEWER MANHOLE
APPROVED: PWO OR OICC DATE
❑
CODE IDENT. NO
STORM DRAIN
-
IT]
F
PEDESTAL
60017754
POWER POLE
SATISFACTORY TO: DATE
CONSTR. CONTR. N0. N40085 -16-B-0048
LIGHT POLE
SCALE: NOTED
SPEC. 05-16-0048
GUY WIRE
AE PROJECT # 16045
S
SANITARY SEWER (GRAVITY)
FM —
—
SANITARY SEWER (FORCE MAIN)
D
STORM SEWER
D
— — — —W— —
—
DOMESTIC WATER
— — —UGG—
— —
UNDERGROUND GAS
— — —OHE —
— —
OVERHEAD ELECTRICAL
— — —UGE —
— —
UNDERGROUND ELECTRICAL
— — —UGC —
— —
UNDERGROUND COMMUNICATIONS
C
GRAVEL
C
CONCRETE
C
ASPHALT
SILT FENCE
TEMPORARY BENCHMARK
n —0_
SIGN
X 5.00
SPOT ELEVATIONS
+ 5.00
— — — — —5— —
— —
CONTOUR LINES
5 -
Is IS
8
FENCE
TREE/CLEARING LIMITS
----CL----
SURVEY CONTROL POINT
0
— — —
SOURCE/DESTINATION UNKNOWN
DEMOLITION ITEMS
X XE]
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
REVISIONS
DATE (APPROVED
EROSION CONTROL NOTES:
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
1. INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT AREAS.
2. INSTALL SILT FENCING, DROP INLET PROTECTION, AND CHECK DAMS AT
DESIGNATED PROJECT AREAS.
3. COMPLETE IMPROVEMENTS AS INDICATED.
4. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
5. RESEED AS NECESSARY TO ESTABLISH FINAL VEGETATION.
6. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED
WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR THE NCDENR'S
LAND QUALITY SECTION.
7. REMOVE SILT FENCING, DROP INLET PROTECTION, CHECK DAMS, AND GRAVEL
CONTROL ENTRANCE ONCE VEGETATION IS 95% ESTABLISHED.
MAINTENANCE PLAN
1. THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION
CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY AND
WITHIN 24 HOURS OF A 1/2—INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS
UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR
AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN GAUGE
IS REQUIRED TO BE ON—SITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED,
INSPECTION RECORDS ARE TO BE FORWARDED TO THE CONTRACTING OFFICER AND
ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY
CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF
THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND
NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE
PROJECT SITE.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ANY SEDIMENT
TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY
BASIS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS, AND
DROP INLET PROTECTION WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX
INCHES (6") MAXIMUM.
G001
AVOLIS ENGINEERING, P.A. LIItNStNU. G-U/Ub
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
P.O. BOX
MARINE CORPS BASE
C 28561
NEW BERNN,,NC
PH.[phone] .•I
CAMP LEJEUNE, NORTH CAROLINA
DES. J. K. AVOLIS, P.E.
ROADWAY INTERCONNECTIVITY IMPROVEMENTS
DR. MSP /WFF
CHK. J. C. AVOLIS, P.E.
w1 �rrrf
AT MARSOC
SUBMITTED BY:
��►�llill!
I��C;*•
••
COVER SHEET
•.�'
DESIGN DIR. T. H. BURTON, P.E.
APPROVED: PWO OR OICC DATE
SIZE
CODE IDENT. NO
NAVFAC DRAWING NO.
-
F
60017754
80091
SATISFACTORY TO: DATE
CONSTR. CONTR. N0. N40085 -16-B-0048
SCALE: NOTED
SPEC. 05-16-0048
SHEET 01 OF 23
AE PROJECT # 16045

x
a
SEE SHEET CS105 FOR WORK THIS AREA
- v
I
-- I
I
SEE SHEET CS105 FOR WORK THIS AREA
LOOP ROAD — —
SEE SHEET CS103 FOR WORK THIS AREA
°
°
°
u �
°
°
°
RR41
\ele e o I
— — — —
°eoe°oeooeo®o°oo°ooeo®n0o®®�®
0
o.
�o.
o
0
a
io
o—
u
\1 I/
SEE SHEET CS104 FOR -WORK—THIS A_
I L--1—�—
L
OOP DRIVE
I / /
II
�
R400
01 I �
I
I
� I i
I
O I
� I LOOP DRIVE
O
O
to
� n
\ n
PERMITTED DRAINAGE BOUNDARY \ \
977,196 SF, 22.43 ACRES n n
-ADDITIONAL DRAINAGE BASIN AREA = 8,864 SF
of -.—.------- • i �� II �
R46 SEE � I �I� _ _ SEEever esiaa FOR wcreK rNis aaen _--�
REVISIONS
SYM DATE I APPROVED
DRAINAGE BASIN SUMMARY:
ORIGINAL PERMITTED DRAINAGE BASIN AREA = 977,196 SF, 22.43 ACRES
ADDITIONAL AREA ADDED BY ACCESS ROAD = 54,558 SF, 1.26 ACRES
TOTAL BASIN AREA AFTER ADDITION = 1,031,754 SF, 23.69 ACRES
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S EXPENSE.
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
°' � yam;-
fsr
UK. ,
INS
���>>ia111 1
AE PROJECT # 16045
AVOLIS ENGINEERING, P.A. LlUtNbtNU. U -IJ„
P.O. BOX 15564
NEW BERN, NC 28561
PH. [phone] .•I
DES. J. K. AVOLIS, P.E.
DR. MSP / WFF
CHK. J. C. AVOLIS, P.E.
SUBMITTED BY:
DESIGN DIR. T. H. BURTON, P.E.
C100
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
ROADWAY INTERCONNECTIVITY IMPROVEMENTS
AT MARSOC
OVERALL SITE PLAN
APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
F 80091 60017755
SATISFACTORY TO: DATE CONSTR. CONTR. NO. N40085 -16-B-0048
SCALE: NOTED SPEC. 05-16-0048 SHEET 02 OF 23

x
EXISTING
ASPHALT-\ X 43.70
44.09
4 55
43.75 43.53 43.32
�2
43 EXISTING DI
/RIM=40.82 X256
=4-1X OHE
4222
41.64
443- - -
x 41.61
a
4457
4454
4 .32
423��„
^ _
4 x.00 x 42.35 4
MATCH LINE SEE SHEET CD102
` \ ` \
Clx 2. 8 30, 628.69 6''\ x X 9 7
/ I 7 EXISTING DI 1 I
RIM=33.33 33. x I I I I 11// I v v
SITE BENCHMARK � EXISTING � EXISTING _ I � • I � I I I / / / � I I V v y
MAG NAIL ASPHALT INV IN -28.383.98
ELEVATION=38.68 -\ N x 35.52 ASPHALT 3 ,. SITE BENCHMARK INV OUT=28.48
x6�6.o4 MAG NAIL
x 36.72 \
� x 37.28 \ / ELEVATION=34.48 / 3 6
i x 38.44 x 37.88 x 37.48 i / 6/
39.54 x 39.2 x 38.82 38.68 x / EXISTING DIC �,� 7 EXISTING DI 3 .86
x 33.94
EXISTING DI 7 �� / / RIM=34.20 O RIM=33.46 I / ),341.54 R \ \
/ O ,� ::p x 34.85 3 3.8 x 3.46 i3.112x 0. \ \ \
= EXISTING DI 7 / - / f \ \
RIM -35.86 INV IN -28.90
- - - - RIM=35.48 x 6.32 x 35.76 - / INV IN=28.21 / 33.E / 29./2 \V A \ \ V A
4 .9� 13 - 38 INV IN -30.21 x 36.7 INV OUT -28.80 INV OUT=28.21 z 6
/ - INV IN=29.28 - /
RR406 X 41.5 f _ _ o ; 37.42 INV OUT=29.61 Log- - �o J - 4
x 0.40x 39 2 �3�7�%3 38.29 x 38.05 �
6 INV OUT=29.28 % _ r�J�3
- 3 _ _ _ - - - x X3.37 / > I \ \
16
6 38.21 68:9-3- - _ - = 6 _ - - - o - - - o UG 30" P� x 6-34- --UGE D_- 5 / 3 6� / �� / 6 � 6 \\ I \\ \ \
38X288N o o / 0 6 - -�- UGC-= - g _ _ - _ - - �- - j 9 �;\�1� / / /
x 6 r�� 6 _ - ---x _4./�j / / / X 27:46 X 26 60> 625.6 .
-' D _ �- - D _ - - .9 4.02 -�J - ��x.3e 2
.9-2- _ - �0 �E- -
40. - : i ----�rSLT-. -SLTX
-- xr- 3 - - - - - -SLT- _ SLT6.�- -
42 32 27 \ I SLT _- - - - - -=7-2r=--3fi.9�- x 35.96 35_.82 = y� SHE-�/ x 27.63 / 25/ /
_ ;
I / \ 138.27 51 99- �' Q�� 37 x _ -ONE- - 'x /
1 I 6 // `L_� _�\ x3749 ����- - _-36 i ------ - -34--- 4
42.3 �z / ' -� v X 36 i J
/ x 37. _ \ ,-_ X2.17 i
I I 38.19 � / X412 - ---3�1�----- �x9.86
/� ,x-N.�- _31.50---- -----� /1 V / / 8
38 I /- 35.97 \ x 3426 / _ - X 31- - - x 30.
x 4).. 40.E 7 O05 07 - i / 30.67 29.59
30.42 x �8.2� 6g-5.82 12 / � 30.52 /
/ / / �� - - .19 / /
x x �.8 / / I / - _ X12 -� W �� i / x 32.6 / / / 1
3 / 1.60 //X 2
41:85 1� �� 9.97 /� I x 6 \ x6. SCTV96-
W _ _ \
x 41.54 � � � v � _ � � � � � // x/32. 9 / � X29.98 / �- x 29.4` \6 � \
2. \� � 01.75 G � -
w / I l x X73 _ ✓ ,34.00 / x K9.70
/ x136.17i3.8� V --__ - x34.34 x34.52 / 3j�8 Iv---�� � �\
�, x39.3 \x3.� \ 0
x4.79 ,S yah I \�\ �_� v2.° ---_ I � � \ V A \ \ \
x 8.08 / \ X31- _ / // i 0 \ 1-1 99 x / \ �� \ \ \ \ I I
x 41.56 / _
x 41.18 6 x �'. - I / o I I 40\ 2 - \ \ v , , I x 62 i A `' - \ V \ \ \ \ \ I
/ U7 EXISTING DI _ _
RIM=39.71 /- �S�T , -41 6 �X 3 .�Z v v, I x 27.4 i A 6
37.99 4 \ ��� ��\0\ 2664 \ V v�� 6 ( (X650 \\ x .4�\2 .8E
X42:18 �x41.1 x �3 V A \ - x33.35 I x ��� \ x25.12 \
6'05.3 4 \ \ \ \ x 33.25 x 32.36 1 x8.25 6.83 , 6 / \ \ \
4 2. _ .8o EXISTING DI X\ \ _ _ \ \ 88 EXTENT OF NEW \ \
I- x 40.5p / V A V OSS y x2.02 - - - - - . / 31.60
4154 � -
4187
i 4175 4137
x 41.67
x 41.63 �
24� RCP'
x��1 0 0
44�T:1 \ x 40.92
A 7 A \
39.05 / RIM=35.63 EX. I v v vv \ 1.05 _ - - / x ?1� / _ _x 26.21 v PAVEMENT x 30.00 v x \28.20 V A A y v
4136/ / ONE x 39.7 / / \ x\32 \ \\ v v x -� \ \
40.9 / 3L/56 RIM=37.9 (NEW) I v v \ 6v v 3 .7� / / / _ v A
/ x 40.88-�0 x ( \\ 2 \ \ - - - _ \ \ 1
2. 24 P t- x INV IN=31.18 xv 4 v \v 2 v v ---- -----------x - / X63. 9 y vv X2.93 ���
i RR - X36. \ \ \ \ \ �- f- f
-D -9. / 37.77\ x 35.61 \ x 3 \ 6 v -____-- -
394- / 36.58 36.4 6 \ \ - _ - 3�.
x / / x x x INV20UT=30.48 x 344 \ V AA �S v - -- - - - - - - - - - 30.69 v 14 30 2 / / V v v�29.4�i
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/ 16„ / - ---- 1----- '�- \ \ �� v 29.06 \ x - / �+
40:13 ° / \ \ \ \ \� \ \ \ \ \ \ 4+00 / 626),4j/ / \ \ \ \ \ i x - x 29.33
x 40.33 3 S / \ \ \ \ \ \ \ \ I i 4.7 \ / / \
/ x 16.11 \ v \ \ i .i / // 22.19 _ - - x
S / / \ 3* 0 \ \ \ \ \ I
36.43 s s / / X38.53/ 6 EXTENT OF NEW 1 I V \ \ v Av v v �9v v v v x 29.77 - _ _ - - - _20� - 28'68-6� / /// v _ 23-x 4.75
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/ 4.45 5.04 \ \ \x\27. 1 \ x 25.65_ - - - - - - /
41.73 41.46 _-SLT- i x 38.d� x 37.39 / x �6.1 / l \ \ _ - _ X_24 8�� '_ - - - - - - _ - v v - 26.63
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1 W _ / SLT SLT . . SLT I \ \ \ - 16, - - -25-
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/ / I / x 4 -22-
x _ LIMITS OF DISTURBANCE
3215 - - 32 3 _ - \ _
/ /V �� _ -� V I \ x3-1 vvv v� ���_� vy _ 6 __ ��v124,268 SF
�x178� -21- -x
x38,05 x 37,74 / / A
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6 x304v_ -� 1 ��-vv �.a x �� v x 14.45 x4o 8� v v v 285 ACRES
V A A\ _ X2\32 - - - vvv vv v�
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x 3649 \
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x 34,35 x 3386 \ \ \ A x 32,83 �� x,7-2_ �- _ V A A A \ V \ \ 4,4� \ x 114 - \ - x 18,71
A x-141914496` 1 b' 1 - - -
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I A ,� x31�� � � � � v v I 3 .85 � � � 1564
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x1 77
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\ x3168 V V A A ��� A �16�98V A \ A V A x14.34
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ENLARGED SITE PLAN - EXISTING CONDITIONS AND DEMOLITION
SCALE: 1 "=20'
PLAN
NORTH
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL F, SHEET CG501.
4. COMPLETE ALL PIPE TRENCHING IN ACCORDANCE WITH DETAIL D, SHEET CS501.
SPECIFIC WORK ITEMS:
DEMOLITION WORK ITEMS:
0 EXISTING ASPHALT AND STONE BASE TO BE REMOVED.
20 EXISTING AREA TO BE CLEARED AND GRUBBED.
3O EXISTING DROP INLET FRAME AND COVER TO BE CONVERTED TO MANHOLE COVER AND FRAME
FLUSH WITH NEW PAVEMENT.
40 OVERHEAD ELECTRIC TO BE RELOCATED. SEE SITE ELECTRICAL PLANS.
O5 EXISTING BOLLARD TO BE REMOVED, TYPICAL OF 3.
6O EXISTING STORM DRAIN PIPING TO BE REMOVED.
NEW WORK ITEMS:
01 NEW ASPHALT ROADWAY - SEE DETAILS A AND B, SHEET CS501.
O2 NEW DROP INLET - SEE DETAIL C, SHEET CS501.
O3 PAVEMENT STRIPING AS INDICATED - SEE DETAIL A, SHEET CS502.
0 NEW SIGN AS INDICATED - SEE DETAIL B, SHEET CS502.
O5 INSTALL GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET CG501.
O6 INSTALL SILT FENCE - SEE DETAIL B, SHEET CG501.
()INSTALL DROP INLET PROTECTION - SEE DETAIL C, SHEET CG501.
0 INSTALL CHECK DAM - SEE DETAIL D, SHEET CG501.
O9 VEGETATED SWALE - SEE DETAIL E, SHEET CG501.
160 =30. 2 � � �A 6v �� �1 �� % o�� � �v 12.59 v �
\ _�- \ 28 3 / �1�0 \ \ \ ��� \6� �1D-7i1. \ x40..8 �\ 1351
\ x 31.66\ A VA A\ VAA V A A x 11,95
x3156 \ x1806�\
x 30,47
\ - _ x16 Ile,
\ \
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� ? i x �50
Jp� � x 0.51
_ ---
� x12,76
29(7
, - x 2945
p 91
2819 x 2951
\x 2914
x 2713 2738
20 0 10 20 40
GRAPHIC SCALE: 1" = 20'
IMPACT AREA #1:
STREAM SEGMENT 6.4d: STREAM IMPACTS -268 LF
WETLAND IMPACTS: 267LFx6'wide = 1,608 SF, 0.0369 ACRES
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
KI O TF -
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S EXPENSE.

SITEBENCHMARK c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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C w / o�
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8
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-CL _ LIMITS OF DISTURBANCE x
STORAGE
I 124,268 SF
- 2.85 ACRES41
/ / 4-w C-)
__- -15 i 1 I I w w
00
IMPACT AREA #2:
STREAM SEGMENT 6.4c: STREAM IMPACTS -67 LF
WETLAND IMPACTS: 267LFx6 wide = 402 SF, 0.0092 ACRES
/�
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GENERAL CONSTRUCTION NOTES:
PLAN
NORTH 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
ENLARGED SITE PLAN - EXISTING CONDITIONS AND DEMOLITION -- THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SCALE: 1 "=20' SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL F, SHEET CG501.
4. COMPLETE ALL PIPE TRENCHING IN ACCORDANCE WITH DETAIL D, SHEET CS501.
SPECIFIC WORK ITEMS:
DEMOLITION WORK ITEMS:
0 EXISTING ASPHALT AND STONE BASE TO BE REMOVED.
O2 EXISTING AREA TO BE CLEARED AND GRUBBED.
O3 EXISTING DROP INLET FRAME AND COVER TO BE CONVERTED TO MANHOLE COVER AND FRAME
FLUSH WITH NEW PAVEMENT.
O4 OVERHEAD ELECTRIC TO BE RELOCATED. SEE SITE ELECTRICAL PLANS.
O5 EXISTING BOLLARD TO BE REMOVED, TYPICAL OF 3.
O6 EXISTING STORM DRAIN PIPING TO BE REMOVED.
NEW WORK ITEMS:
01 NEW ASPHALT ROADWAY - SEE DETAILS A AND B, SHEET CS501.
20 NEW DROP INLET - SEE DETAIL C, SHEET CS501.
30 PAVEMENT STRIPING AS INDICATED - SEE DETAIL A, SHEET CS502.
O4 NEW SIGN AS INDICATED - SEE DETAIL B, SHEET CS502.
50 INSTALL GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET CG501.
O6 INSTALL SILT FENCE - SEE DETAIL B, SHEET CG501.
70 INSTALL DROP INLET PROTECTION - SEE DETAIL C, SHEET CG501.
80 INSTALL CHECK DAM - SEE DETAIL D, SHEET CG501.
O9 VEGETATED SWALE - SEE DETAIL E, SHEET CG501.
20 0 10 20 40
GRAPHIC SCALE: 1" = 20'
WOODED
E- w r�"
4w
L
� w
-OHE -
-FM
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTORS EXPENSE.
ILA
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8
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-CL _ LIMITS OF DISTURBANCE x
STORAGE
I 124,268 SF
- 2.85 ACRES41
/ / 4-w C-)
__- -15 i 1 I I w w
00
IMPACT AREA #2:
STREAM SEGMENT 6.4c: STREAM IMPACTS -67 LF
WETLAND IMPACTS: 267LFx6 wide = 402 SF, 0.0092 ACRES
/�
X��C6-
I WOODED m A \ I
�
cif I '-22--J / //� V/
W /
�,��/
O / � ." � u✓ x ,, - ,mac,,, / / / / / � _ � � A
CD
� A�\ /
GENERAL CONSTRUCTION NOTES:
PLAN
NORTH 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
ENLARGED SITE PLAN - EXISTING CONDITIONS AND DEMOLITION -- THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SCALE: 1 "=20' SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL F, SHEET CG501.
4. COMPLETE ALL PIPE TRENCHING IN ACCORDANCE WITH DETAIL D, SHEET CS501.
SPECIFIC WORK ITEMS:
DEMOLITION WORK ITEMS:
0 EXISTING ASPHALT AND STONE BASE TO BE REMOVED.
O2 EXISTING AREA TO BE CLEARED AND GRUBBED.
O3 EXISTING DROP INLET FRAME AND COVER TO BE CONVERTED TO MANHOLE COVER AND FRAME
FLUSH WITH NEW PAVEMENT.
O4 OVERHEAD ELECTRIC TO BE RELOCATED. SEE SITE ELECTRICAL PLANS.
O5 EXISTING BOLLARD TO BE REMOVED, TYPICAL OF 3.
O6 EXISTING STORM DRAIN PIPING TO BE REMOVED.
NEW WORK ITEMS:
01 NEW ASPHALT ROADWAY - SEE DETAILS A AND B, SHEET CS501.
20 NEW DROP INLET - SEE DETAIL C, SHEET CS501.
30 PAVEMENT STRIPING AS INDICATED - SEE DETAIL A, SHEET CS502.
O4 NEW SIGN AS INDICATED - SEE DETAIL B, SHEET CS502.
50 INSTALL GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET CG501.
O6 INSTALL SILT FENCE - SEE DETAIL B, SHEET CG501.
70 INSTALL DROP INLET PROTECTION - SEE DETAIL C, SHEET CG501.
80 INSTALL CHECK DAM - SEE DETAIL D, SHEET CG501.
O9 VEGETATED SWALE - SEE DETAIL E, SHEET CG501.
20 0 10 20 40
GRAPHIC SCALE: 1" = 20'
WOODED
E- w r�"
4w
L
� w
-OHE -
-FM
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTORS EXPENSE.

EXISTING
ASPHALT
EXISTING DI
RIM=40.82
—s
LOOP ROADo+oo
-----------�
ENLARGED SITE PLAN — LAYOUT, STRIPING & SIGNAGE
SCALE: 1 "=20'
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL F, SHEET CG501.
4. COMPLETE ALL PIPE TRENCHING IN ACCORDANCE WITH DETAIL D, SHEET CS501.
SPECIFIC WORK ITEMS:
NEW
WORK ITEMS:
O
NEW ASPHALT ROADWAY — SEE DETAILS A AND B, SHEET CS501.
O2
NEW DROP INLET —
SEE DETAIL C, SHEET CS501.
O3
PAVEMENT STRIPING
AS INDICATED — SEE DETAIL A, SHEET CS502.
O4
NEW SIGN AS INDICATED — SEE DETAIL B, SHEET CS502.
O5
INSTALL GRAVEL CONTROL ENTRANCE — SEE DETAIL A, SHEET CG501.
O6
INSTALL SILT FENCE
— SEE DETAIL B, SHEET CG501.
O7
INSTALL DROP INLET
PROTECTION — SEE DETAIL C, SHEET CG501.
80
INSTALL CHECK DAM
— SEE DETAIL D, SHEET CG501.
O9
VEGETATED SWALE —
SEE DETAIL E, SHEET CG501.
10
INSTALL GUARDRAIL
— SEE DETAIL C, SHEET CS502.
20 0 10 20 40
GRAPHIC SCALE: 1" = 20'
\ \ T\
-SLT-
j
IMPACT AREA #1:
STREAM SEGMENT 6.4d: STREAM IMPACTS -268 LF
WETLAND IMPACTS: 267LFx6'wide = 1,608 SF, 0.0369 ACRES
NOTE:
MATCH EINE SEE SHEET CS102
SPECIAL SEEDING NOTE:
WOODED
LIMITS OF DISTURBANCE
124,268 SF
2.85 ACRES
6
8
sT\
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S EXPENSE,

0
�I I
= L
z m
rn
cn
' I I
EXISTING DI 07
RIM=33.46
INV IN=28.21
EXISTING
ASPHALT—,
WOODED
ENLARGED SITE PLAN — LAYOUT, STRIPING & SIGNAGE
SCALE: 1 "=20'
rlTr nrA Inl 111 A nl/
I\I IIL
ATION=34.48
O7 NEW DI-
RIM=33.5
INV IN=27.7±
INV OUT=27.7±
— —UGE— — UUL- UGE- $ -UGE —
GENERAL CONSTRUCTION NOTES:
1, THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3, ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL F, SHEET CG501.
4. COMPLETE ALL PIPE TRENCHING IN ACCORDANCE WITH DETAIL D, SHEET CS501.
SPECIFIC WORK ITEMS:
NEW
WORK ITEMS:
01
NEW ASPHALT ROADWAY — SEE DETAILS A AND B, SHEET CS501.
02
NEW DROP INLET —
SEE DETAIL C, SHEET CS501.
03
PAVEMENT STRIPING
AS INDICATED — SEE DETAIL A, SHEET CS502.
04
NEW SIGN AS INDICATED — SEE DETAIL B, SHEET CS502.
05
INSTALL GRAVEL CONTROL ENTRANCE — SEE DETAIL A, SHEET CG501.
06
INSTALL SILT FENCE
— SEE DETAIL B, SHEET CG501.
07
INSTALL DROP INLET
PROTECTION — SEE DETAIL C, SHEET CG501.
08
INSTALL CHECK DAM
— SEE DETAIL D, SHEET CG501.
09
VEGETATED SWALE —
SEE DETAIL E, SHEET CG501.
10
INSTALL GUARDRAIL
— SEE DETAIL C, SHEET CS502.
20 0 10 20 40
GRAPHIC SCALE: 1" = 20'
EXISTING DI 07
RIM=32.52
INV IN=27.57
INV OUT=27.42
18" RCP
ELEVATION=34.84
I
EXISTING DI
RIM=33.82
INV IN=27.921NV
OUT=27.82
EXISTING
ASPHALT
LOOP ROAD
NO2°05'58"W
207.50'
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S EXPENSE.

124
EXISTING
44.09 ASPHALT x 42.72
4 . 55
43.75 43.53 43.32
2 4�� 2
43 EXISTING DI
RIM=40.82 X2.56
34
0
4457
4 34 54
42.3 a
4 00 x 42.35 4
/
G 1
RIM=33.33
EXISTING EXISTING SITE BENCHMARK
MAG NAIL - ASPHALT I ASPHALT MAG NAIL INV IN=28.383 �8
ELEVATION -38.68 � _ � � 35 01 INV OUT -28 48
x 35.52 ELEVATION=34.48 -
\ 36.72 X3.04 I I
x 37.48 x 37.28 3 I � \
- x /� I
� / 33.6
39.54 x 38.68 x 3868 � 38.44 37:88 r 1
x 33.94 I /
3 2+ x 38.82 v' � � EXISTING DI 7� �,`�� �7 EXISTING DI 3�8 j �
,-3 4 d
EXISTING DI 7 NIV IN428.90 / x 34.85 RIM=33.463 3.8 3.462•1�2x o.3 \ \
O EXISTING DI 70 x 35.76 INV IN=28.21 33.8 / E x 29, 7
l 38 RIM=35.86 , , x RIM -35.48 36.32 �' INV OUT=28.80 INV OUT=28.21 /
4�.91� + INV IN -30 21 36.7' INV IN=29 28 o r
RR406 x 41 5x 40.40x 39/2 38.78± ` xnA7M 38.29 x -.05 37.2 - 3_7 09 , / 0 2 �a -UGE- - - 129 > A I V A v
�j _ - - INV OUT=29.61 INV OUT=29.28 - _ - - - - - - - _ _ - x 63.37 !� F,�
6 x 38.21 3g -G3- - � o - --L;=:=„
I 34- - D- 5 33.65 \ c:
38.66 X 38. o o \ 7 o �36� _--_ - 9�-- -UG _� P� _ _ _ =x�3
o J 38..28 o - - _ \ X 8 8 x x 25.2
x _ UGC- _ _ _ - - _ - - - - - - - - - - - � �� 27. 266v % i
0 x 38.53 = = - - - �0" PE- - - - - - �- - D - - -4.D 33.9 4.0= _ _ - -SLT �x �� /
f 40. 38.8 5 9� - 3 = - - 1 - - - - D- - - T ��SLT � -5,5� X
35.75----
x
5.751
42.3 {�2 271 \ -3 3 - - _ -�2 -SLT- �--36.9 -S 6.57-- 35.96 35.82 _ 9 -9HE / 2
\ -`�-QHE-
37 ,
1 / 38.27 X51 \ 17
6 _ - - - - _ -- -1-
-
x Q�� \ 6 -6 - OHE�. _ -34- - - X
I x 38.66 X 38.49 �' � � z� � � - - - -
42�3 `L 1 / l / x 37. v x 37 49 ' ��Q��� x 363 �� / _ -x 33 6 _
_ -33------- i 1
I / x 38.19 / - %�� - x 3 1. - - -- - -- v3 14 ------ 42 9.86_�`� 8
- �� _12.�--- x31.5 _---- -
\ 1 cV38813 :79 / /- 3597 / X3509 x 346- T �-------------X 31 x
x 4�1 40.E x 3gS' O �i 82 X 12 05 .1547- � � x - x 30.52 30.67 30. �` �59 1
/ X 3 .42 x 3 / �f5.75 _1 X5.19 i / 31.0 - /
x �.8 / L _ �_ �x - -� V 12 W , / x 32.5 '�` / r�1 �� / / 8 x
�` '�
x x 41.85 - �// 1 3 / / r 1 21 9
212 0 .75 41.54 G 0 i - 7�i� x ri x 6. SC
.02� _\ - ----29. /
� � � x/32.09 � � -129.98,� 29.97 � x 9.70 �
I l 22 X 33.73 - _ _ 34.52 , ,�34.00O 2 NEW DI x 31 5 9 \ /�a x�,o6
v ,y 36.17 3.8� - , X 34.34 , - RIM -31.0 / I - -
- / I \ \ 32- _ - -
RIM=31.0 \ \ \ \
x 4\.79 ,5� X 39.301 �i\3.�� v v �� ,3 _ _ x �2. _ _ - ' INV OUT=29.0 x 3G
241,70 x 41.56 a��" XI 8.08 EXISTING DI 7 I I \ \ \ - \ \ \
_ x 40 \ 4B - I 29.99
x11. 39.22 / - I \ \ \ - / 32 9 3i x 29.62
7 EXISTING DI 41.18 38/RIM-35.63 (EX.) \ x 27 4 \ \ \
/ / i I V vv v v� 2 .�Z v( I x X 28.42\
42 5o i RIM=39.71 -417 i 39.4=
37.9.x. RIM=37.9 NEW 26.44 \ - - Lx x ()\\�\ \ - x 33. 2. x8.25 x21.83 \ 2512x 41.1x 42.18 - '05*�;2 N x 3(INV IN=31.18 �\ \ g \ x 33.254154 / I X 40.5 p 01 \ j 80 r I \ \ \ X2.02 -. / 31.60 ,� ) \ \ '88, \ x ? 0 �\ 6\ \ _
4187 .a � 3q: h5 �- r INV /AUT=3�.4� \, �\ \ \ v
��, c,� /, x�R�n� V A,
4222 4175 41,37,
-Lx 41.6
- - x 41.63
7 -I
2C RCP'
D 41.64 1 - x�g xx
40.71 / xv1
=0.7 4 - - 4 4�8t: x
x 41.61 40.92
X1.43 I
41.46
41.73 41.19
41.66 I 1.2 40.93
x 41.65 41.
X1.76
x 41.48
o G� 43141
41.05
41 .40 1 / 41.27
41.241 3 41.5
W �-
x 41.21
x 4128
x 41.12
41.03 x 41.33
Y xf�. 2 x \ L �- x 25.6` - --- _ --- v L -v ��zb 6� 1 /
_'SLT- / X 37.37 5.04 - - - - - x25,42 z7 -s9- 76- - - - - - - - /
� x 38.a � x � �
x 39.10 - SLT- � x 25.78-- ---__
x 4 73 - - _ 12" W - - i SLT 5 _-x.34 SLT /SLT \ \ \ \ \ \ \ 2 - 28- - X3.1 - - - - - - - - - --25-
� - �. _ � � -_-_ x 5.03 - �- � x25.40 �
41� 4107 39.7 / , �/ / CL _ _ x 4.14 - - - - -�� \ \ `z'`3 0� v Fj- - - ' �a� - - - - _ 9724--x 24,09 X25.z,
x l 2� x 33 .8 5 I \ \ \ \ \ x - - - _ _ - A / - _ - - x 2 c
x 419X76 85 35.97 / .3359 - - - - , 2 �/ _ -
39.4 / 6 I / / 3241-----�� 33.77 I 1 �' \ '�� �6� \\ \ 24 --- - `G�'� --22-
C/)
23---
- } 3215 x 3243 _ _ - y \ v - - _ - -x 96 v 22- - - LIMITS OF DISTURBANCE
41114 / v J --� 1 X15o vv v 1 - --- -��7 - �19 124,268 SF
�x 05 3774 / / \ /-� - �v I \ \ \x� 62��-__- - - -_v v x14.4 �� �v --21---x2116
x30.4 - \ �o V - \ _ _ _ _ - x v v 17, 2.85 ACRES
WOODED, / 3 .25 3 .7 4.14 v \ v - - v v v I v v �E32 - - - - - _ _ 20- -
�q Q / i x 30,26 \ N _ - _ _ _ �f1 - x 1978
4010.238. 0 3 .55 - / 36.49 / x35 0 x3449 �V A WOODED / \ - - - A �� - _ �` - - - -� \ V/ J�� \ �; A x1851 - - -
-2 q -19-
% 38.57 1 x 3729 1 � x 3435 � x 33,86 \ \ \� \ I \ � x � ` � x �i7.`t� � � - - _ ` � � \ \ \ \ \ =GB1x 1' \ / � \ `x 1=1= � - - x 18,71
V A �� �� A x32.83 �l� \ A �- V V A V A 444
\ V �� -5,18 \ A V A \ x9�` 1_ x144'
4111�31 11 �� x3669 x327�� 31 e8 v� II x 31.85��` �� v\V AA-----523y�17 v �7 \ �x� �a0o�xls6� _�--_vv-----�
x 37,65 AIQ,\4 28,86 x 28.2 \ _ X V A \ �2 1 \ xy �.`�.��� x \ V A \
x \54\' x
1 \ ��8�96� 3119 � _ x 31 62 � V -A - - - -
PLAN
NORTH
ENLARGED SITE PLAN - GRADING & EROSION CONTROL
SCALE: 1 "=20'
x 57 st T
1 A x Z - - -- \ x 2 26 / \ �1 2 V AA A A A\
31 .62 \ - _ �, A / \ �>> �� 1698 \ x1-3�1V�\ \ \
x31,68 \ _ - A / A 4,34
r3L17 A V J \ Ax114V
��304 x29,72 x23nS�6 x2131 �A �8� J��J 1 hV �`. A 99 --
1-/ \A A \
_ _
3i CIO A \ VA 6v �j �y3 %x o�4 v�1259 A
9<0
6-�_ -SLT-*28 3 19.40 �� ���`�� ��v /o v x117704ffi y1351
\ x31,66 \ A� \� \ \ \ VA V A x11.95
x�g„ � v x3176 �32�02 � x18@5v � � A�,� v
-37- A vvv�� vvvvA
x 3047
- -x16 \ �\
\ x 3177 x 3146 x 3088 \
�130� - - - x 051 / 145�
- - IMPACT AREA #1: x1276
-29_ \ x2945 STREAM SEGMENT 6.4d: STREAM IMPACTS -268 LF
- - - , - WETLAND IMPACTS: 267LFx6'wide = 1,608 SF, 0.0369 ACRES
2819 x 2951
x 2914
x.2713 -7,38
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL F, SHEET CG501.
4. COMPLETE ALL PIPE TRENCHING IN ACCORDANCE WITH DETAIL D, SHEET CS501.
SPECIFIC WORK ITEMS:
NEW
WORK ITEMS:
O
NEW ASPHALT ROADWAY - SEE DETAILS A AND B, SHEET CS501.
O2
NEW DROP INLET -
SEE DETAIL C, SHEET CS501.
03
PAVEMENT STRIPING
AS INDICATED - SEE DETAIL A, SHEET CS502.
0
NEW SIGN AS INDICATED - SEE DETAIL B, SHEET CS502.
0
INSTALL GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET CG501.
O6
INSTALL SILT FENCE
- SEE DETAIL B, SHEET CG501.
0
INSTALL DROP INLET
PROTECTION - SEE DETAIL C, SHEET CG501.
0
INSTALL CHECK DAM
- SEE DETAIL D, SHEET CG501.
O9
VEGETATED SWALE -
SEE DETAIL E, SHEET CG501.
10
INSTALL GUARDRAIL
- SEE DETAIL C, SHEET CS502.
11
INSTALL TEMPORARY
SEDIMENT TRAP - SEE DETAIL G, SHEET CG501.
20 0 10 20 40
GRAPHIC SCALE: 1" = 20'
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S EXPENSE.

II II II I I �
IIII
I I I I I
I o
m
II
CA
NEW ASPHALT ROADWAY - SEE DETAILS A AND B, SHEET CS501.
O2
CD
SEE DETAIL C, SHEET CS501.
O3
PAVEMENT STRIPING
I I
III
IIID
I I •� I
IIII
x
1 I _
O6
INSTALL SILT FENCE
c_
O7
INSTALL DROP INLET
I
O8
EXISTING
ASPHALT
NIL bLIN ;HMHKK D D D o D o 0 0 0 0 0 o 0 0 0 0 0 o 0 0 0
G II NAILImI
I � l o l i I� EL VATION=34.48 /
9 I I I I
y,
EXISTING DI 7 EXISTING
1 I RIM=33.46 0 / 1
ASPHALT
� I INV IN=28.21 EXISTING
\ I INV OUT=28.21 / -- - - ASPHALT EXISTING DI
EXISTING DI O7 _ _ _ _ _ - - -- - - - 1 - -- - - RIM 32.52 I
- -34- - - - EXISTING DI 7 I - - INV IN=27.57 Imo,
\ 1 RIM -33.33 EXISTING DI 7 - - - -
\-� _INV IN=28.38 ti RIM -32.89 - 0 EXISTING DI O7 1 EXISTING DI O7 INV OUT=27.42
\ m� �� INV OUT=28.48 -
INV IN=27.74 RIM 32.06 RIM=31.92 RIM=32.37
� J INV OUT=27.21 �
�\ - - _ - INV OUT=28.04 6 / INV IN=27.32 1 INV IN=27.27 - - - _ _
s o - � � INV OUT=27.11 INV OUT=27.27 6 - � o
.l �
- �� A - �� 0 0 0 o a J o o �.7-i o a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 �� a a 0 0 0 0 1
c� 30" PE - - _ 33 _ s - - = x -- x �� - - - x
_ �\ -D -�-_- p=_ -_ _------ --� - 15„ PE-�8"P�-� - �� - 3+X -
El
m \ \ - 3 - - - - - -� - - _=D- -p- -D- - - D p -D 18 RCP
m��."" -Eo- --- 4------ -------- N ---33- -- - N ------- v �� ----------------- - -s-- --- - - �------- - -- D =p -
3 5 _ - - - - SLT= - _ - o� - _ - =SLT= - - - - - 33 c��J, L -
U
4 c - « ---- - x o ��
- CIT ---P u'C� i
-UGE- -
1
G
1
UGE-
UGE
-UGE
EXISTING
EXISTING DI ASPHALT
RIM=33.82
INV IN=27.921NV
OUT=27.82
LOOP ROAD
NO2°05'58"W
207 /
INV OUT=27.71
-26-
�< I
\ > 0CL
co
/ l
A
co1
\-WOODED 11 1 1
0
'P\
ENLARGED SITE PLAN - GRADING & EROSION CONTROL
SCALE: 1 "=20'
SLT-_-
_ - - � �----
LIMITS OF DISTURBANCE
124,268 SF
2.85 ACRES
IMPACT AREA #2:
STREAM SEGMENT 6.4c: STREAM IMPACTS -67 LF
WETLAND IMPACTS: 267LFx6'wide = 402 SF, 0.0092 ACRES /
1
I �
PLAN SEE SHEET CG -103 FOR
NORTH
MODIFICATIONS TO BMP #3
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED IN
ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL F, SHEET CG501.
4. COMPLETE ALL PIPE TRENCHING IN ACCORDANCE WITH DETAIL D, SHEET CS501.
SPECIFIC WORK ITEMS:
NEW
WORK ITEMS:
O
NEW ASPHALT ROADWAY - SEE DETAILS A AND B, SHEET CS501.
O2
NEW DROP INLET -
SEE DETAIL C, SHEET CS501.
O3
PAVEMENT STRIPING
AS INDICATED - SEE DETAIL A, SHEET CS502.
O4
NEW SIGN AS INDICATED - SEE DETAIL B, SHEET CS502.
O5
INSTALL GRAVEL CONTROL ENTRANCE - SEE DETAIL A, SHEET CG501.
O6
INSTALL SILT FENCE
- SEE DETAIL B, SHEET CG501.
O7
INSTALL DROP INLET
PROTECTION - SEE DETAIL C, SHEET CG501.
O8
INSTALL CHECK DAM
- SEE DETAIL D, SHEET CG501.
O9
VEGETATED SWALE -
SEE DETAIL E, SHEET CG501.
10
INSTALL GUARDRAIL
- SEE DETAIL C, SHEET CS502.
11
INSTALL TEMPORARY
SEDIMENT TRAP - SEE DETAIL G, SHEET CG501.
`- W
co
20 0 10 20 40
GRAPHIC SCALE: 1" = 20'
NI r) TF-
-� -OHE
-FM
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S EXPENSE.

REVISIONS
SYM DATE APPROVED
6+00
36 36
25' R(ADWAY
32 FINISH GRADE 32
SELECT FILL
2+00
EXIST NG GR DE —
40 40 28 _ 28
7o ai
- - - 3+50
Vl T —80 —60 —40 —20 0 20 40 60 80
FINISH G ADE
36 36
EXISTING GRADE
25' ROADWAY
36 36
co
32
�' �32 ' 4+50 5+50
80 —60 —40 —20 0 20 40 60 INISH GRADE
32 _ 32 36 36 36 36
—Z
EXISTING GRADE ELEC FILL 25' ROADWAY
25 ROADWAY
_
1+50 28 28 32 \ � 32 32 32
FINISH GRADE FINISH GRADE
\-EXISTING RADE \ _ SELECT FILL
SELECT FILL
EXISTING GRA E 25 ROADWAY
� � � EXISTING GRADE
40 � FINIS GRADE 40 24 / 24 28 28 28 — 28
— — — — \ — —
SELECT FI
a; o�—
36 � Il) 36 20 " " 20 24 \ 24 24 24
—80 —60 —40 —20 0 20 40 60 —80 —60 —40 —20 0 20 40 60 80 \ /
20 20 20 20
/ o0
1+00 3+00 \ " "
25' ROADWAY / —80 —60 —40 —20 0 20 40 so 80
16 \ 16
ROADWAY
—FINISH GRADE
40 40 36 \ 36 CT;
N
XISTIN GRAD FINI H GRADE —80 —60 —40 —20 0 20 40 60 80
_
_4
—60 —40 —20 0 20 40 — so \ E ECT FI L 5+00
----
32 \ EXISTING GRADE — � 32 36 36
4+00 9W PCIAI)IAIAV
0+50 28 / 28 32 \ 32
1
44 44 M M 36 36 FINISH GRADE
—80 —60 —40 —20 0 20 40 60 80 25 ROADWAY
EXISTING GRADE
SELECT FILL
40 / 40 32 INISH GRADE 32 EX STING GRADE
co
2+50 SE ECT FI L 24 24
25 ROADWAY
—60 —40 —20 0 20 40 60 E ISTING GRADE
28 / / 28 — — —
36 FINI H GRADE 36 / 20 \ 20
SELECT FILL �- — — — — � SELECT F LL
0+00 EX STING GRADE 24 \ / 24
44 44 32 32 16 16
— — —
EXISTING GRA E
20 20
--- --- _ 00
" C--"4
40 40 28 28 12 12
—80 —60 —40 —20 0 20 40 60 —80 —60 —40 —20 0 20 40 60 80 —80 —60 —40 —20 0 20 40 60 80 —80 —60 —40 —20 0 20 40 60 80
A ROADWAY CROSS SECTIONS
CG101 CG301 SCALE: HORIZONTAL 1"=20'
VERTICAL 1 "=4'
NOTE: SPECIAL SEEDING NOTE: DISCLOSURE OF INFORMATION
CG301
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF THE CONTRACTOR SHALL COMPLY AS FOLLOWS: AVOLIS ENGINEERING, P.A. LICENSE N00.. C-07106 DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
COMPLETION OF ANY PHASE OF GRADINGTEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES , BE PLANTED AND PROVIDED WITH P.O. BOX 15564 MARINE CORPS BASE
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTOR'S EXPENSE. A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION NEW BERN, NC 28561
.•r
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PH.[phone] CAMP LEJEUNE, NORTH CAROLINA
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS DES. J. K. AVOLIS, P.E. GROUND COVER, AND SHALL BE PLANTED. 1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR DR. MSP /WFF ROADWAY INTERCONNECTIVITY IMPROVEMENTS
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.lull!UCHK. J. C. AVOLIS, P.E. AT MARSOC
N% irr rf
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED THE ,`¢4!x.G.. a''f, SUBMITTED BY:
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS DESIGN DIR. T. H. BURTON, P.E. ROADWAY CROSS SECTIONS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF' �
RELEASE. APPROVED: PWO OR OICC DATE slzE CODE (DENT. NO NAVFAC DRAWING NO.
20 0 10 20 40 N A T A I A IMI IR M NT I H NTR T R ��$ 1 t� 60017766
C. THE CO TR C OR GREES TO NCLUDE S LAR REQU E E N EAC SUBCO AC UNDE F 80091
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE f'r*fr Nk �'��`CONSTR. CONTR. NO. N40085 -16-B-0048
frll���f�llll��,`'� SATISFACTORY TO: DATE
GRAPHIC SCALE: t = 20 THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. AE PROJECT 16045 SCALE: NOTED SPEC. 05-16-0048 SHEET 13 OF 23

REVISIONS
SYM DATE APPROVED
8+00 13+50
25' ROADWAY
EXISTING GRADE
36 SELE T FILL 36 36 _ \ 36
FINISH GRADE
— — —40 —20 0 20
32 EXISTING GRADE M M — — — _ - - - - - - 32 10+50
—60 —40 —20 0 20 40 60 80
25' ROADWAY
36 36
,-FINISH GRADE 13+00
E ECT FILL—
7+50 32 32 36 36
25' ROADWAY EXI TING RADE _ - -
36 36 \ v
EXISTING GRADE
— — — _ 28 — 28 32 32
—40 —20 0 20 40
32 \ \ FINISH G DE 32 M M
—60 —40 —20 0 20 40 60 80
SELEC FILL
28 � 28 12+50
EXISTING RADE
25OROADWAY 00 36 EXISTING GRA E 36
'
24 24 36 36 — — — — — — — — —
\
FINISF GRAD
32 M 32
SEL CT FIL —60 —40 —20 0 20 40
2020 32 32
EXISTING GRADE -
N
00 Cd—
cV cV M M
—60 —40 —20 0 20 40 60 80 —60 —40 —20 0 20 40 60 80
12+00
36 36
7+00 g+5O - - - FINISH GRADE
25' ROADWAY 25' ROADWAY ~ - -
36 36 36 36 32 32
EX STING GRADE N SELECT FILL
FINISH GRADE M M
- - , ✓ - - �� ELECT FILL -60 -40 -20 0 20 40
32 \ FI ISH G DE 32 32 EXISTING GRADE - - - - _ 32
4\� LECT ILL7 -
EXISTING GRAD —60 -40 -20 0 20 40 60 80
28 28 11+50
36 1.36
24 24 9+00 _ _ _ - FINISH GRADE
25 ROADWAY
cm cm
N 36 36 32 / SEL CT FIL \ 32
—60 —40 —20 0 20 40 60 80 EXISTING GRADE N
_ FINISH GRADE � � — — — — -
- — — — — SELECT FILL —60 —40 —20 0 20 40 60
32 EXISTING GRADE — _ _ _ 32
—60 —40 —20 0 20 40 60 80
36 36 11+00
FINISH GRAD 36 36
' ROADWAY
\ _
32 8+50
SELECT FILL 32 25ROADWAYWAY
EXISTING GRADE 36 36 32 - - _ SE ECT FILL FINISH GRAD 32
/-FINISH GRADE
-' _ EXIS ING GR DE
28 28
ELECT FILL
32 EXISTING RADE4/' - - - 32 28 28
c6 m 24 cV cV 24 — — /
—80 —60 —40 —20 0 20 40 60 80 —60 —40 —20 0 20 40 60 80 —60 —40 —20 0 20 40 60
A ROADWAY CROSS SECTIONS
CG101 CG302 SCALE: HORIZONTAL 1"=20'
VERTICAL 1 "=4'
SPECIAL SEEDING NOTE: DISCLOSURE OF INFORMATION
CG302
NOTE: CUT &FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF THE CONTRACTOR SHALL COMPLY AS FOLLOWS: AVOLIS ENGINEERING, P.A. LICENSE N00.. C-0706 DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH P.O. BOX 15564 MARINE CORPS BASE
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION NEW BERN, NC 28561
' SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY WITHIN 7 DAYS SLOPES ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PH.[phone] .•r CAMP LEJEUNE, NORTH CAROLINA
A PROPERLY PERMITTED COMMERCIAL BORROW PIT AT THE CONTRACTORS EXPENSE. STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS DES. J. K. AVOLIS, P.E. GROUND COVER, AND SHALL BE PLANTED. 1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR DR. MSP /WFF ROADWAY INTERCONNECTIVITY IMPROVEMENTS
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.CHK. J. C. AVOLIS, P.E. AT MARSOC
��►/lull ! w1 �rrrf
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED THE ,`¢4!�.G.. af, SUBMITTED BY:
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS DESIGN DIR. T. H. BURTON, P.E. ROADWAY CROSS SECTIONS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF 'ML
RELEASE. APPROVED: PWO OR OICC DATE slzE CODE (DENT. NO NAVFAC DRAWING NO.
�6001776720 0 10 20 40 -I �C. THE CONTRA TOR AGREES TO INCLUDE A SIMILAR REQUIR M NT IN EACH SUBCONTRACT UNDER ��F 80091
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASEf'r*fr Nk SATISFACTORY TO: DATE I I CONSTR. CONTR. NO. N40085 -16-B-0048
GRAPHIC SCALE: t = 20 THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER. AE PROJECT 16045 SCALE: NOTED SPEC. 05-16-0048 HEET 14 OF 23
S

6' SHOULDER 25' PAVEMENT WIDTH 10' SHOULDER
NEW GUARDRAIL -SEE DETAIL
w - 11' LANE WIDTH w
w Q
SLOPE
� o
o SOLID YELLOW DOUBLE CENTER LINE SOLID WHITE EDGE LINE w \ SLOPE 1/4":1'
SLOPE 1/4":1' SOLID WHITE EDGE LINE
4
'44414441441 '/z
IL�41� F��, 441 444L4 �Q c
XV/ -7 \ 1777/\/ \ \ \
SEE TYPICAL PAVEMENT SECTION
A ROADWAY CROSS SECTION
CS101 CS501 NOT TO SCALE
SEE SPECIFICATIONS 31 23 00.00 20
"EXCAVATION AND FILL" FOR BURY REQUIREMENTS
BURIED WARNING AND
IDENTIFICATION TAPE
TACK COAT
2" THICK ASPHALTIC CONCRETE
[SURFACE COURSE
2 1/2" THICK ASPHALTIC CONCRETE
INTERMEDIATE COURSE
12"
1�1 '
�-zz
8" ABC STONE BASE COURSE \\'�
111111 NEW 112 SELECT FILL -I I I
COMPACTED SUBGRADE
NOTE:
CONTRACTOR TO UNDERCUT SUBGRADE A MINIMUM OF 12" WHERE
NEEDED IN ORDER TO INSTALL THE PAVEMENT SECTION ABOVE.
rB--"� PAVEMENT SECTION
CS101 CS501 NOT TO SCALE
FINISH GRADE
EXISTING GRADE
i
AST IRON FRAME AND 2 #4 CONT. GRADE
GRATE
d
RIM a a
a a d a c
/—CONCRETE JOINTS
7 d` e
TYP. ALL 4 CORNERS
e�
1 WIDE CONCRETE COLLAR
a
0 o d
PIPE O.D. + 12» 8" CONCRETE
GROUT ENTRANCE 0 0 d d
4 ° 0 0 aQa
PIPEd -
d 4 u
d -
4" TYPE
° d
CD °
de ed.
INVERT d
d"-
d -
O CONCRETE COLLAR—PROVIDE IN
00 2X4 KEY GRASSED AREAS ONLY, OMIT
#5 @ 12" O.C. E.W. IN PAVED AREAS T
6" COMPACTED BASE PLAN
SECTION
C DROP INLET
CS101 CS501 NOT TO SCALE
BURIED DETECTION WIRE
FOR NON—METALLIC PIPE—
SEE SPEC FOR BURY
REQUIREMENTS Q
Y �
m
Q J
Z cD
UTILITY MAIN
SIZE AS INDICATED
12" O.D. OF 12"
PIPE
PIPE TRENCH WITHOUT BEDDING
rD PIPE TRENCH SECTION
zl!v
NOT TO SCALE
E CURB AND GUTTER
tff01 NOT TO SCALE
MATCH EXISTING
1'-5»
1 '
CATCH CURBING
—2" RADIUS
PAVEMENT
CONCRETE d
CURB & GUTTER..

6" THICK NCDOT
#57 STONE ARO
PERIMETER
CD
Ln
20
0-00
o ° o ° 6" LAYER OF COARSE AGGREGATE (2"-3")
0 ° 0 ° 0 OVER 12" LAYER OF STONE BASE COURSE
00000
0°0°0
0 0
0 0 0
o°o°0 10
00000
0
0000000
EDGE OF EXISTING—
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE
CG101 CG501 NOT TO SCALE
MAINTENANCE:
1. MAINTAIN ENTRANCE CONDITION.
THIS MAY REQUIRE REPLACEMENT
OF STONE.
SELF -ANCHORING
METAL POST @ 6' O.C. MAX
12 GAUGE 6"x6" WIRE MESH
FILTER FABRIC
S BURY
<�= FLOW
B SILT FENCE
CG101 CG501 NOT TO SCALE
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2" OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
F' CTE -E-1 DOLT
NOTE:
UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET
NOTE:
PROVIDE DROP INLET PROTECTION
AT ALL DRAINAGE STRUCTURES.
"DOT #57 STONE
(1/2" OPENINGS)
POST
Y FABRIC
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2" OR GREATER
RAINFALL EVENT.
2. CLEAR DEBRIS AND REPLACE STONE
AS NEEDED.
3. REMOVED ACCUMULATED SEDIMENT
WHEN IT REACHES A MAXIMUM DEPTH
OF 6 INCHES.
(�_C DROP INLET PROTECTION
CG101 CG501 NOT TO SCALE
00
12" THICK NCDOT #57 WASHED
STONE ON UPSTREAM SIDE
MC
CLASS A NON -WOVEN
GEOTEXTILE FABRIC
12" THICK NCDOT #57
STONE ON UPSTREAM SIDE
X00 � 1
3
-FILTER CLOTH
�jCLASS B
RIPRAP
4' MINIMUM
6' MAXIMUM
�O 2
00001
00 O
DO 000000
MAINTENANCE
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED PRIOR TO THE LEVEL
REACHING WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
rT"� CHECK DAM
ZLY
NOT TO SCALE
CURLED WOOD MATTING
s
SECTION VIEW
s
TOP OF BANK/EDGE OF FABRIC
`6" _MAX. _
I 24" MAXI _
_ _ FABRIC
481 MAX. STAPLES
SWALE
PLAN VIEW
CURLED WOOD MATTING
0
w
=Q
F__ U
z �
U z
U
cn
NOTES:
1. INSTALL MATTING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
2. PREPARE, SEED, AND FERTILIZE SWALE PRIOR TO MATTING INSTALLATION.
3. APPLY MATTING IN DIRECTION OF WATER FLOW.
4. PLACE MATTING IN CONTACT WITH SOIL.
5. BUTT ROLLS OF MATTING EDGE TO EDGE.
6. U—STAPLES SHOULD HAVE 6" MIN. LENGTH AND 1 " MIN. CROWN.
E SWALE WITH CHANNEL LINING
CG101 CG501 NOT TO SCALE
TEMPORARY VEGETATIVE SEEDING
(PRIOR TO ESTABLISHING PERMANENT VEGETATION)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2 -TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
SUPPLEMENTAL SEED
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75%
COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY DISCED
INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE
DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO
ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE
STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95%
COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
PERMANENT VEGETATION
ALL DISTURBED AREAS NOT COVERED WITH BUILDINGS, PAVEMENTS, OR OTHER
IMPERMEABLE SURFACES SHALL BE SODDED WITH CENTIPEDE SOD AS THE FINAL/
PERMANENT VEGETATION,
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION, ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
F VEGETATION PLAN
CG101 CG501 NOT TO SCALE
Cross—Section 12" min. of NcOf �T##5 � 1 �-
or#57, Noshedstone — �. "� ----------------------- -
AL
* 5J1
�.' j,
filter
fdbrir,
VARIES -SEE PLANS
Design settl=ed Overfill l for
tap RMS- settlement
-, Plan View loft
6'
Fmergency �y_
rt =.5,6" below
-----------!9 11iIIV. Ar, mop of
4
} k�� ; , ,
iY
' to 3.�'
-------
- - - 1V'ntu rol
Ciround
tier
abric mim
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND AFTER AT LEAST A 1/2" OR GREATER RAINFALL EVENT.
2. CLEAR DEBRIS AND REPLACE STONE AS NEEDED.
3. REMOVED ACCUMULATED SEDIMENT WHEN IT REACHES A MAXIMUM DEPTH OF 1.5 FEET.
4. AFTER PERMANENT STABILIZATION HAS OCCURRED, REMOVE THE STRUCTURE AND UNSTABLE SEDIMENT
GRADE AREA SMOOTH WITH FINISH GRADES AND STABILIZE IN ACCORDANCE WITH VEGETATION PLAN.
G TEMPORARY SEDIMENT TRAP
CG101 CG501 NOT TO SCALE

Energy, Mineral &
Land Resources
EN VIROMMENTAL QUALITY
February 8, 2017
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Director
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Stormwater Management Permit No. SW8 070847 Mod.
MARSOC Complex
Overall Low Density with Pockets of High Density
Onslow County
Dear Mr. Paul:
ROY COOPER
Governor
MICHAEL. S. REGAN
swremry
TRACY DAVIS
Director
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for MARSOC Complex on November 3, 2016 with final information submitted on
January 23, 2017. Staff review of the plans -and specifications have determined that the modified
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000 and SL 2008-211. We are forwarding modified Permit No. SW8 070847 Modification
dated February 8, 2017, for the construction, operation and maintenance of the SCM's and built -
upon areas associated with the subject project. The modifications and corrections covered by
this permit have been listed on the attached table.
Please replace the previously approved Master Plan sheet with the attached approved Master Plan sheet
stamped received on November 3, 2016, and add the approved plans for this modification to the approved
plan set. All other previously approved plans remain in full force and effect, except as changed by this
modification. Attached to this permit are the application, new BMP supplement form(s), O&M
agreement(s), updated Drainage Area attachment sheets and the updated Master Table attachment.
This permit shall be effective from the date of issuance until January 23, 2022, and the project
and the permittee shall be subject to the terms, conditions and limitations as specified therein. _
Please pay special attention to the Operation and Maintenance requirements contained in this
permit. Failure to establish an adequate operation and maintenance program for the stormwater
management system will result in future compliance problems.
If any parts, requirements, or hinitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes. Per
NCGS 143-215.1(e) the petition must be filed with the OAH within thirty (30) days of receipt of this
permit. You should contact the OAH with all questions regarding the filing fee (if a fling fee is required)
and/or the details of the filing process, at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
Telephone [phone] or visit their website at www.NCOAH.com. Unless such demands are made
within the specified time frame, this permit shall be final and binding.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional office I IZ7 Cardinal Drive Extension I Wilmington. NC 28405
910 796 7215

State Stormwater Permit No. SW8 070847
Page 2of
If you have any questions about this permit or its conditions, please contact Linda Lewis at (910) 796-
7215 or by email at linda.lewis(ancdenngov
Sincerely,
Tracy E. Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:\\\Stotmwater\Permits&Projects\2007\070847 HD\2017 02 permit 070847
cc: Kevin Avolis, P.E., Avolis Engineering
Thomas Bradshaw, P.E., MCB Camp Lejeune
Wilmington Regional Office Stormwater File
State of North Carolina 1 Environmental Qualfty I Energy. Mineral and Land Resources
Wilmington Regbnal Cifficc 1 127 Cardinal Drive Emnston I Wilmington. NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 070847 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT WITH AREAS OF HIGHER DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commanding Officer, MCB Camp Lejeune
MARSOC Complex
Stone Bay, Rifle Range Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of eighteen (18) alternative design open sand filters, seven
(7) standard design open sand filters, and six (6) infiltration basins, to treat runoff from the areas of
higher density, and the associated built -upon areas, in compliance with the provisions of 15A NCAC
2H .1000, 1995 version, (hereafter referred to as the "stormwater rules' and the approved' stormwater
management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division") and considered a
part of this permit.
This permit shall be effective from the date of issuance until January 23, 2022, and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. The sand filters can be modified to d6al with increases in drainage area and/or built -upon area
by moving the weir wall further into the sand area to expand the required sediment area, with a
corresponding reduction in the sand area, for no net change in the overall size of the sand filter
or in the provided volume. A new minimum volume must be calculated based on the new
proposed condition. The proposed sand filter area, sediment area, Hmax, and volume must be
sufficient to accommodate the new design minimums.
3. The overall tract built -upon area percentage for the 613.37 acre project area must be maintained
at no more than 25% of the total tract area, per the requirements of Section .1005 of the
stormwater rules. The overall tract built -upon area percentage for the 92.447 acre tract must be
maintained at no more than 12% of the total tract area above MHW, per the requirements of
Section .1005 of the stormwater rules. The 613.37 acre project area is currently permitted for a
maximum of 6,679,599 square feet of BUA based on 25% of the total tract area. The 92.447
acre project area is currently permitted for a maximum of 483,241 square feet of BUA based on
12% of the total tract area above MHW.
4. Future development within MARSOC must be permitted as a modification to this permit. Any new
BMP's that are required to serve high density development within MARSOC must be designed
using the most recent design requirements. The runoff from any BUA that is added within the
drainage area of an existing sand filter must be accounted for at the level specified in the SA rule
which is in force at the time the modification is received.
5. After this modification, there is 1,565,885 sf of remaining BUA available within the 613.37 acre
original MARSOC tract and there is 20 square feet of future BUA available within the 92.447
acre tract.

State Stormwater Management Systems
Permit No. SW8 07Q847 Modification
6. The stormwater systems have been approved for the management of stormwater runoff as
described in Sections 1.13, 1.14 and 1.15 of this permit. The stormwater control BMP's have been
designed to handle the runoff from a total of 3,639,511 square feet of impervious area in
eighteen (18) altemative design open sand filters, seven (7) standard sand filters, and six (6)
infiltration basins from the areas designated as a pocket of high density. The "low density" built -
upon area of 1,474,203 square feet that is not associated with an area of higher density is not
required to be treated until such time as the overall density within MARSOC exceeds 25%. The
untreated areas are required to meet the low density rules to limit piping, use vegetated
conveyances to transport runoff, and promote sheet flow and infiltration of the runoff in
vegetated areas as much as possible.
7. A 30 -foot -wide vegetated buffer shall be provided and maintained adjacent all surface waters
within the 613.37 acre MARSOC tract subject to an overall maximum density of 25%. A 50 -foot -
wide vegetated buffer shall be provided and maintained adjacent all surface waters within the
92.447 acre tract which is subject to an overall maximum density of 12%. No built -upon area
shall be allowed in either the 30 -foot or the 50 -foot buffer.
8. The runoff from all built -upon area within the permitted drainage area of each designated high
density drainage area must be directed into the appropriate permitted stormwater control BMP.
9. Development within CAMA's Area of Environmental Concern or in 401/404 wetlands may result
in a reduction of the overall maximum allowable built -upon area.
10. The discharge leaving each of the eighteen (18) alternative design sand filters (1, 3, 5, 6, 7, 8,
9A, 9B, 9C, 10, 11, 12, 13, 14, 15, 16, 17, and 22) and the seven (7) standard sand filters (24,
25, 26, 27, 28, 29 and 30) through the underdrain shall be directed at a non-erosive rate into a
.level spreader and vegetated filter strip system with sufficient area capable of providing effective
infiltration of the discharged design storm volume such that no direct discharge to SA waters
occurs.
11. The excess design storm from each of the seven (7) standard sand filters and each of the six (6)
infiltration basins must overflow into a level spreader and 50' vegetated filter strip capable of
passing the peak flow from the 10 year storm in a non-erosive manner.
12. The receiving stream for all BMP's permitted as part of MARSOC is either Stones Bay, Index No.
WOK02 19-30, classified as SA HOW or the New River, Index No. WOK02 19-27, also classified
as SA HOW. The project is within Y2 mile of and draining to SA waters, therefore all of the BMP's
must be designed per the rules governing SA waters.
Pana 9 of 1(1

State Stormwater Management Systems
Permit No. SW8 070847 Modification
13. The following design criteria have been permitted for the eighteen (18) alternative design open
sand filter systems and must be provided and maintained at design condition. Refer to the
individual supplement forms for additional design information.
Design Criteria
BMP #13
BMP 014
BMP #15
BMP 1#16
BMP #17
BMP #22
oc. Drainage Area: acres
-Onsite, ft2
-Offsite, ft2
9.85
429,036
0
3.52
153,526
0
11.53
502,181
0
8.20
357,005
0
0.97
42,290
0
3.73
162,523
0
dd. Total BUA, ft2
268,566
100,971
303,159
116,044
16,765
90,931
ee. Design Storm, in. (corn osited):
1.56
3.65
1.63
1.5
1,5
1.5
ff. Adjusted WOV W
25,674
20,766
30,282
11,824
1,784
8,432
Provided WOV, W
32,280
27,768
33,781
12,846
2,151
8,497
hh. HMax provided, feet
1.2
1.67
1.0
1.0
0.5
1.3
ii. Imemal Weir Elevation, FMSL
32.9
41.38
17.5
19.0
36.5
27.3
'. Bypass Elevation, FMSL
33.15
41.5
17.8
19.35
36.75
28.38
kk. Bottom Elev., FMSL
29.7
37.8
14.5
16.0
34.0
26.0
II. SHWT elevation, FMSL
27.5
34.5
12.0
13.50
32.67
24.0
mm. Total Sand Filter Area ft2
26,900
11,412
33,781
12,846,
6,536
6,536
nn. Sediment Area As provided
2,434
1831
2,779
1,112
742
742
oo. Sand Area Af pEovided
24,466
9,581
30,002
11,734
5,794
5,794
pp. Underdrain dia. <40 hrs.
6" 1
6"
6"
6"
6"
6"

State Stormwater Management Systems
Permit No. SW8 070847 Modification
14. The following design criteria have been permitted for the seven (7) standard sand finers. These
criteria must be provided and maintained at design condition. Refer to the individual supplement
form for additional design information.
15. The following design criteria have been permitted for the six (6) infiltration basin systems and
must be provided and maintained at design condition. Refer to the individual supplement forms
for additional design information.
If. SCHEDULE OF COMPLIANCE
1. The stormwater management systems shall. be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
3. The stormwater management systems shall be constructed in accordance with the approved
plans and specification, the conditions of this permit, and other supporting data.
4. If the stormwater management system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
Paoe 4 of 10

State Stormwater Management Systems
Permit No. SW8 070847 Modification
5. The permittee shall maintain access to the stormwater management system at all times for the
purpose of inspection, operation and maintenance.
6. The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The signed Operation and
Maintenance agreement must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow spreader, catch
basins, piping, level spreader and vegetated filter.
g. A clear access path to the bypass structures must be available at all times.
Records of maintenance activities must be Kept and made available upon request to authorized
personnel of DEMLR. The records will indicate the date, activity, name of person performing the
work and what actions were taken.
The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved plans,
including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the drainage area.
C. Further subdivision, lease or sale of all or part of the project area.
d. Acquisition of additional land that will become part of the common plan of development.
e. Any alteration to the drainage system as shown on the approved plan, including but not
limited to, location, grades, surface areas, addition of piping, side slopes, width or depth,
etc.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate designer
for the system installed certifying that the permitted facility has been installed in accordance with
this permit; the approved plans and specifications, and other supporting documentation. Any
deviations from the approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
10. The permittee shall submit final site layout and grading plans for any future areas shown on the
approved plans, prior to construction. Such projects shall be reviewed for a proposed collection
system and the creation of an area of higher density. If a collection system or an arra of higher
'density is proposed, the applicant shall design, permit and construct a suitable BMP to treat the
associated runoff.
11. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specked in the notice, the permittee
shall submit a written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of revised plans and certification in writing to
the Director that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and approval by the
Director. At least 60 days prior to a change of ownership, or a name change of the permittee or
-of the project, or a mailing address change, the permittee must submit a completed and signed
Name/Ownership Change form to the Division, accompanied by the appropriate documentation
as listed on the form. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time as the
Division approves a request to transfer the permit.

State Stormwater Management Systems
Permit No. SW8 070847 Modification
3. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the stormwater rules is subject to enforcement procedures as set forth in
North Carolina General Statute 143, Article 21.
4. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, the Permittee shall take immediate
corrective action, including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DEQ / DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted stormwater
management facility. The Division acknowledges that due to the nature of the project, prior
notification of an inspection is necessary in order for the Base to provide an escort.
7. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and re -issuance or termination does not stay any
permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual,
9. The approved plans, application, supplements, O&M agreements, calculations and other
supporting documentation for this project are incorporated by reference and are enforceable
parts of this permit. A copy of the approved plans and documentation shall be maintained on file
by the Permittee at all times.
10. The permittee shall submit a permit renewal request to the Director at feast 980 days prior to the
expiration date of this permit. The request shall include a completed renewal application, fee,
and supporting documentation.
Permit modified and reissued this the 81" day of February 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ox racy E. avis, P.E., Director
Division of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Pace 6 of in

State Stormwater Management Systems
Permit No. SW8 070847 Modification
MARSOC — SW8 070847
Onslow County
Page 1 of 2
Desienses Certification
1, , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the
BMP's for the project,
(Project & BMP numbers)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SWS 070847 Modification
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation Is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
13. All required parts of the system are provided, including a level spreader and vegetated
filter.
14. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Thomas Bradshaw, MCB Camp Lejeune
Noe a of 10

State Stormwater Management Systems
Permit No. SWS 070847 Modification
SWS 070847 MARSOC 613.37 acre complex MASTER TABLE
I BMP I
Buildings I
Street (
Parking (
Sidewalks
Other
Existing
Future
I Total
I Last Mod
1
26833.0
40271.0
79961.0
12508.0
3430.0
0.0
15164.0' 178167.0
9/25/2014
3
107637.0
113877.0
167888.0
36285.0
2185.0
0.0
14286.0
' 427872.0
2/8/2017
4
22295.0
0.0
0.0
0.0
0.0
0.0
-4940.0
' 2229S.0
7/11/2008
5
1529.0
0.0
58403.0
1761.0
-0.0
0.0
0.0
' 61693.0
9/25/2014
6
0.0
0.0
37784.0
1525.0
4384.0
0.0
41868.0
43693.0
3/17/2011
7
23731.0
0.0
0.0
2001.0
4383.0
0.0
455.0
30115.0
11/9/2011
8
73235.0
49767.0
13310.0
18614.0
267.0
0.0
0.0
' 155193.0
9/25/2014
9a
0.0
0.0
57969.0
714.0
0.0
0.0
0.0
58683.0
3/17/2011
9b
0.0
0.0
85121.0
111.0
0.0
0.0'
9041.0
85232.0
3/17/2011
9c
5168.0
109197.0
0.0
11478.0
0.0
0.0
0.0
125843.0
2/8/2017
10
41317.0
3490.0
115252.0
1800.0
605D.0
0.0
2851.0
170760.0
9/25/2014
11
37784.0
119.0
123492.0
0.0
0.0
0.0
753164.0
' 161395.0
2/8/2017
12
57913.0
0.0
137117.0
1275.0
6050.0
0.0
0.0
202355.0
2/8/2017
13
32096.0
20148.0
197063.0
777.0
13749.0
0.0'
4733
268566.0
2/8/2017
14
11932.0
8677.0
68264.0
2432.0
902.0
0.0
9764'
100971.0
3/14/2016
15
123959.0
116709.0
58870.0
3621.0
0.0
0.0
' 303159.0
7/18/2013
16
4000.0
11430.0
80463.0
8187.0
6899.0
0.0
5065.0
116044.0
10/12/2012
17 (Fire Station)
2907.0
14778.0
0.0
0.0
1080.0
0.0
18765.0
12/15/2011
18 (Fire Station)
11214.0
2873.0
7781.0
2068.0
569.0
0.0
24505.0 12/15/2011
19 (Fire Station)
0.0
1064.0
10815.0
1070.0
0.0
0.0
12949.0
12/2/2008
20 (Exchange)
3050.0
1620.0
13503.0
1534.0
0.0
0.0
19707.0
3/29/2011
21 (Exchange)
4198.0
1550.0
6932.0
78.0
587.0
0.0
13345.0
3/29/2011
22( - Building N)
37882.0
0.0
46510.0
6539.0
0.0
0.0
90931.0 10/11/2011
23 Intel Ops)
0.0
5065.0
58979.0
3426.0
0.0
0.0
67470.0 10/12/2012
24 (MSOB/SERESF#1)
60137.0
0.0
76851.0
1308.0•
700.0
0.0
4500
143496.0
6/6/2014
25 (MSOB/SERE SF#2)
76070.0
0.0
36960.0
3204.0
843.0
0.0'
15000
132077.0
6/6/2014
26 (MSOB/SERE SF#3)
76070.0
0.0
36960.0
3204.0843.0
0.0
21000
138077.0
6/6/2014
27 (MSOB/SERE SF#4)
0.0
44105.0
167045.0
10031.0
2296.0
0.0
27500
250977.0
6/6/2014
!8 (Shoothouse A 'P1 ' 391)
17253.0
6123.0
4036.0
5856.0
2016.0
0.0
0
35284.0
7/31/2014
29 (indoor Range P191)
46432.0
16874.0
11121.0
4597.0
1126.0
0.0
0
80150.0
7/31/2014
30 (Intel Ops Exp. P1396)
42340.0
0.0
41726.0
9589.0
4362.0
0.0
1725
99742.0
8/19/2016
Low Density (untreated)
Existing (2007)
81335.0
608579.0
86248.0
22666.0
26174.0 99258.0
924260.0
5/4/2011 vehicle lifts
0.0
18911.0
0.0
0.0
4832.0
0.0
23743.0
11/10/2011 Multiple
6100.0
0.0
14698.0
6208.0 116768.0
0.0
143774.0
10/08/2012 Multiple
14286.0
0.0
14152.0
0.0
1467.0
0.0
29905.0
_7/18/2013 Mod.
10728.0
-4940.0
10809.0
9585.0
543.0
0.0
2672S.0
11/7/2013 Mod.
0.0
4940.0
0.0
0.0
0.0
0.0
4940.0
SOF Loop Road mod.
0.0
46371.0
0.0
41868.0
0.0
0.0
0.0
88239.0
P1393.
24680.0
14215.0
82326.0'
18373.0
455.0
0.0
0.0
140049.0
7/30/14 Mod.P1391
0.0
2343.0
0.0
0.0
302.0
0.0
0.0
2645.0
R2 Mod 9/24/14
1260.0
13076.0
1390.0
6314.0
0.0
0.0.
0.0
22040.0
7/2015 mod P1396
0.0
0.0
7627.0
1052.0
362.0
0.0.
0.0
9041.0
3/14/16 Mod P1475
0.0
0.0
0.0
2909.0
0.0
0.0
0.0
2909.0
8/19/2016 P1396B
0.0
0.0
0.0
687.0
0.0
0.0
0.0
687.0
2/8/2017 Sere lab
5270.0
49669.0
0.0.
307.0
0.0
0.0
0
55246.0
Low Density Subtotal
143659.0.
753164.0
217250.0
109969.0 150903.0
99258.0
0.0 1474203.0
Total permitted BUA
1090641.0 1320901.0
2017426.0
264562.0 213624.0
99258.0
107302.0;'.$113714:p
Current percent impervious
19.1%
Maximum allowed BUA
6679599
Total BUA remaining
::
155885.
as of
2/8/2017

State Stormwater Management Systems
Permit No. $W8 070847 Modification
The following modifications and corrections are currently reflected in this permit:
FEBRUARY 8, 2017
1. As -built conditions were used for purposes of designing the modifications BMP #3, #9C, # l l and # 12.
2. The drainage area for BMP#3 was enlarged by 54,558 sf.
3. The BUA treated by BMP #3 was increased by a net of 28,512 sf.
4. The BUA treated by BMP #9C was increased by a net of 11,14I sf There was 221 sf of future BUA
available in BMP #9C. The added BUA of 11,362 sf was reduced down by 221 A, for a net addition of
11,141 sf. There is no future BUA remaining in BMP #9C.
5. The drainage area of BMP #I I was decreased by 17,967 sf and added to BUT #12.
6. The drainage area of BMP # 12 was enlarged by 17,967 sf This drainage area was taken from BMP #11.
7. The BUA treated by BMP #12 was increased by a net of 5,235 sf. There was 10,023 sf of future BUA
available in BMP #12. The added BUA of 15,258 sf was reduced down by 10,023 sf, for a net addition of
5,235 sf. There is -no future BUA remaining in HMP #12.
8. The drainage area of BMP #13 is being enlarged by 9436 sf.
AUGUST 19,2016:
1. The drainage area for BMP #30 increased to 158,381 sf for P -1396B
2. Used up 6,987 sf of the 8,712 sf future BUA allocation to add a building, parking and sidewalk for P -
1396B, leaving 1,725 sf available for future development.
3. Added 687 sf of untreated sidewalk to the overall 613.37 acre low density MARSOC project.
MARCH 14,2016:
I. The drainage area and built -upon area of BMP #14 have been increased to accommodate P-1475, Cultural
Assimilation Facility.
2. An alternate bid jogging trail that will add 2,909 square feet of BUA within the untreated portion of the
613.37 acre low density tract.
3. Convected a mix-up in the reporting of the values for sediment basin area (As), filter area (AF), and total
sand filter area for BMP #12.
4. Corrected a mix-up in the reporting of the values for filter area (AF) and total sand filter area for BMP # 13.
5. Corrected a reporting error for the permitted WQV for BMP #30 to 20,959 cubic feet.
6. Changed the drainage area titles in Sections I.13,1.14 and I.15 of this permit from "Basin" to "BMP #" to
match up with the supplement forms.
7. Added a "last modified date" column to the Master Table attached to this permit.
Page 10 of 10

Date E!Mryed l _ _ . _ Fee -paid I Permit Number t
Applicaft Rules: O Coastal SW. -49195 ❑ Coastal SW - 20M ' D Ph It - Post Construction
(select all that apply) 0 Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Envirniunent and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, fatality, or establishment name - should be consistent with project nate on plans,
specifications, letters, operation and maintenance agreements, etc): )4M7C
P-1219 SOF Marine Batallion Comnay/Team Facilities - Sites Cl C2D2 M -E2. B3 E4 F1(F013900762);
MPC Obstacle Course at RSOC (76-0049) & Roadwag IntercormigUAIX 1MRMY99=Ls at MAR.SOC (16-
00481
2- Location of Project (street address):
MARSOC Stone Ba
City:MCB CamvLcjmm County:Onslow Zip. -2&-A7
3. Directions to project (froze nearest major intersection):
I/N .a4 . e l' 11 1 � 4 a � UI 1 11 ' U : i .�. .� it • • . � l ' 111 ' � � i " �.. 1 " 1/ � � q
4. Latitude:34034' 42" N Longitude. 77° 27' 10" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one); []New ®Modification ❑ Renewal w/ Modificationt
iReneruats with modigwdow also requins S WU--102 — Renu Application Form
b. If this application is being submitted as the result of a inodiPication to an existing permit, list the existing
permit number_ M 070842 , its issue date (if ]mown) _Sgntember 14.2f114 . and the status
of construction: ❑Not Started ❑Pardaliy Completed* ❑ Completed* *provide a designer's certification
Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned applleation or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
prop,
4. a. Additional Project Requirements.(check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-6233-6748):
❑CAMA Major
[]NPDES Industrial Stormwater
®Sedimentation/Erosion C Arol:11.81 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b. If. any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No []Yes
If yes, see S.L. 2012-200, Part VT hU;UyszrWmcdenr.orl;&&/lrlrules-and-reeulations '
EI V EF. FormBWU-tot version Oct 31, 2013 Page I of 6 SEP302016pt. J

111. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the
Applicant/Organization' Commanding Officer - MCI Camp Lejeune. North Carolina
Signing Official & Title: Thomas Bra�aw. PF - Civil Engineer Public Works Department
b.Contact information for person listed in item is above:
Street Address:
City. CAMIZ LaState;Zip: 28547
Mailing Address (if applicable):
City: State- Zip:
Phone: (SO 451-3238 Ext, 328.' Fax: (91Q } 431-2927
Emaihthomas. MdshawQusmc.mil
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a).
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact InformatiM item 2a and
2b below)
Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State-, Zip:
Mailing Address (if applicable):
City: State; --Zip:
Phone: f ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the projectls construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization David Towler. EI %Public Work
Signing Official & Title: Neal Paul, DenLM PWft Works' PkccLor
b. Contact information for person listed in item 3a above:
Mailing Address: 1005 Michael Road
City:_ CMJ gjM= State: NC -- Zip: 28547
Phone: (210 ) 450-5803 Fax: (910 ) 451-2927
Email:david.towlerfa?usmc.mii_
4. Local jurisdiction for building permits:
Point of Contact: Phone *%
^t . .
Form 5WU 101 Vomion Oct. 31, 2013 Page 2 of 6

IV.4 PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
See attached narrative.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph U - Post Construction
I Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 615.08 / 92.45 acres 5. Total Coastal Wetlands Area:1.71 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project Area{:
613.37 192.45 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NUM or Mean High Water
(MHW) Iine, and coastal wetlands landward {mm the NHW► (or MHW) Iine. The resultant project area is used to
calculate overall percent built upon area (BIA). Non -coastal wetlands kn*vard of the NHW .(or MHW) Zine may
be included in the -total project area.
S. Project percent of impervious area: (Total Impervious Area / Total Project Area)'X 100 =191 %
9. How many drainage areas does the project have? -6- (For high density, count T for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Receiving Stream Name
Stream Class * See Attached
Stream Index Number *
Total Drainage Area (sf)
On-site Drainage Area (sf)
Off-site Drainage Area (sO
Proposed Impervious Area" (so
% im 'ow Area** (total)
(: Y I f r`%�'M'L�%tl ' y`_ /L! t �k""'1T'ft� ] C`" % 1. "^'•i �ca�l^, R,�����YI�j ff. t `'k+4`t:�.
�: ..."S�.r.��`%`�xn.L"�.�
sit I_
W. 0-t
�• � � ii�i�lii�'
Stream Class and Index Number can be determined at: j:/1,nnrtal.nsdenr.orgfu>pbfu+a/ns/csu/class��Fucatioti$
74 Im us area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidmfts, gravel areas, etc.
***Report only that amount qf existing BUA that will r after devekpnent. Do not report arty existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

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11. How was the off-site impervious area listed above determined? Provide documentation.
Frnieds In Union Countw. Contact DEMLR Central Office staff to check if the project is located within a Threatened do
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the fortes can be downloaded
from hug:/ l tncdenrgX&/web/wa/ws/su/bmvr-,mAnMal.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A. complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htti)://Dmtal,ncdmr.me/web/­­wg/ws/­su/­sUteswi me/web/wg/ws/su/sUtesw(slogs, The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at bW:/ /Rg9al++cdenr org/webJw-gZws/sulm=.)
Please indicate that the following required Warniation havc hewn maid ded by initialine in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from bffgm/ /portal-ncdenzore/ q/ws/sac stated (form- docs.
1. Original and one copy of the Stonmwater Management Permit Application Form.
�—
2.Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed. sigmd and dated) an O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hft-jZwww-envhelp-=/Vgg=iQnZL==Msltud for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or thnla6�
receiving stream drains to class SA waters within 2h mile of the site boundary, include the Fi
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans faded to 8.5"_x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NI -IW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all RUA identified and dimenskwwd.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of soads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none e),ust. (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the team set of plans, not as a separ
p. Vegetated buffers (where required). NIS
Form SWU-101 Version OCt 3l, 2013 Page 4 of 6 �-

9. Copy of any applicable soils report with the associated SHWr elevat3tn (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for AEMLR to verify the 61(W1'prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Military Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Infornm hon, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
11w corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://www.mmdaW..sbk.nc.us/CaM=fions/CSeamb.a=
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocation vary, a table listing each lot number, lot size, and the allowable built -upon area most be
provided as an attadrment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be -downloaded from htip:/loortal ncdenr.or& web state.
storm &&2= . Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sigh the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include aU the items required in the permit and listed
an the forms available on the website, that the covenants will be binding on all parties and persons claiming
tinder them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLK and that they will be recorded prior to the We of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer -and/or firm) so that they may provide information on. your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Av li
Consulting Firm: - Avolis Engig,_PA
Mailing Address: P.O. Box 15564
Lisp i. ��lr�
_mil.
� � + - � •4'i .Il 4: 1l�t =._ i� it
State: NC Zip: 28561
Fax: f )
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Infi mWion, item 1a)• with (print or type name of organization listed in
Contact Infprwtion, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal; which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEIVE
Ep
BY:
Form SWU 101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Infonnation, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with ifre DEMLR Stonmwater permit reverts bark
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and rimy result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
i, a Notary Public for the State of County of
. do hereby certify that personally appeared
before me this T day of _ and aclmowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
x APPLICANTS CERTEFICATION
I, (print or type name of person listed in Contact Information, item 1a) Thomas Bradshaw
certify that the information included on. this permit application form is, to the best of my knowledge, correct and
that the project will be constructed -in conformance with the approved plans, that the required deed restrictions
and protective covenants will recorded„ and that the p project complies with the requirements of the
applicable stormwater rule er 15A NCAC OOQ y other applicable state stormwater requirements.
:— f1dUIV
Signature,- Date
�_
I, at't� a Notary Public f° the State of _ ounty of
f�et�l do hereby certify that A� t�Qpl�4Z personally appeared
before me this gnday of s� Mr 11, ,+� and a wledge the du execution of the VOW= for
a stormwater permit. Witness my hand and official seal,
Nolmy Public
Onslow C6unty
Commission Exp
Ab/26/2019
N CA%
SEAL
My commission expires -,-2 Jz)9.r---
SEP 3 0 2010 9 h
Form SWU-101 Varsion Oct 31, 2013 Page 6 of 6

Permit Number:
(ro be provided by AWQ)
aF N'aT�9
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPUCA11ON FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed arra) submitted tvif h aH of the required arformatfon.
Make sure to also f# out and submit the Required Items Checklist (Swt)an 1111 and the 18M Agwmerd (Section 1V)
Phone number
Date
Drainage area number
Ske Charaeterletica
Drainage area (AD)
ft OK
Impervious area
ft
% Impervious (IA)
5:.596 %
Design rainfall depth (Ro)
in
Peg Flow Cakulatlons
Weir elevation (between chambers)
1 -yr, 24 -hr runoff depth
in
1 -yr, 24 -hr intensity
;irdflr
Pre -development 1 -yr, 24 -hr runoff
le/sec
Post -development 1 -yr, 24 -hr runoff
to/sec
Pre/Post 1 -yr, 24 -hr peak control
0.17 ft3/sec
storge Volume
Design volume (WOV) EMMI,
Adjusted water quality volume (WQVA4
24,674.25 ft3
Volume contained in the sedimentation basin and on top of the sand filter
ft
OK
Top of sand filter/grate elevation
fl amsl
Weir elevation (between chambers)
ft amsl
Maximum head on the sedimentation basin and sand Tiler (hMF,N,)
ft
Insufficient depth.
Average head on the sedimentation basin and sand filer (hA
ft
Ensure that the average is hal of the max.
Runoff Coefficient (Rv)
0.61 (unifiess)
Type of Sand FrIbr
Open sand filter?
Y or N
SHWT etevafion
ft amsl
Bottom of the sand filter elevation
It amst
Clearance (dswrr)
4
S-
Closed/pre-cast sand filer? .
Y or N
SHWT elevation
ft amsl
JAN tR
Bottom of the sand filter elevation
ft amsl
'f
Clearance (ds♦,w)
If this is a closed, underground dosed sand filter: The clearance between
By.
the surface of the sand filter and the bottom of the roof of the underground
ft
structure (dsp.)
u`
NOTE: No revisions to BMP 13, future allocations assigned to this project.

Sedknenb flan Basin
Surface area of sedimentation basin (As)
Sedimentation basintchember depth
Sand Fiber
Surface area of sand filter (AF)
Top of sand media fitter bed elevation
Bottom of sand media filter bedldrain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeaboy for the sand fitter (k)
Outlet diameter
Outlet dischargelflowrate
Time to drain the sand fitter (1)
Time to drain the sand filter (t)
Additional Information
Does volume: in excess of the design volume bypass the sand fifter?
Is an oil -line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What Is the length of the vegetated filter?
Does the design use a levet spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (500 if SA waters)?
If not a dosed bottom, is BMP located at least 1000 from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (W&,)?
What is the depth of sand over the outlet pipe (dpipe)?
Permit Number.
(ro be provided by Dw0)
OK. Meets minimum, but may need to be increased to
loftZ OK. Meets minimum, but may need to be increased to
ft emsl
ft amst
2.00 ft
(fVday)
in
.. A3/sec
' `.jhours OK. Submit drainage calculations.
1.64 days
Y or N OK
YorN OK
Y or N OK
YorN OK
Y or N OK
Y or N OK
Y or N OK
Y or N OK
OK
OK
JAN 23 2017
BY:
Form SW401-Sand Finer-Rev.5 2009Septl7 C... , — 11 n_:__. n_ :__ -- _ - q

Permit No. _
(to be provided by DWQ)
Please indicate the page or pian sheet numbers where the supporting documentation can be found. An inaompiete submittal
package will result in a request for additional information. TMs will delay final review and approval of the project initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. If a requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
t. Plans (t" - 60' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
- Maintenance access,
• Flow splitting device,
® Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off-site drainage (if applicable), and
Boundaries of drainage easement.
2. Plan details W= 30' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
charmer,
- Maintenance access,
Flow splitting device,
Vegetative filter strip dimensions and slope (if SA waters),
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off-site drainage (If applicable), and
- Boundaries of drainage easement.
3. Section view of the sand filter (i" = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filler media,
- Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
SHWT elevation,
- Outlet pipe, and
- Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable).
4. A soils report that is based upon an actual field investigation, sal borings, and infiltration tests. The
results of the soils report must be verified in the field by DWG, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
5. Supporting calculations (including drainage calculations)
6. Signed and notarized operation and maintenance (0&M) agreement
7. A copy of the deed restrictions (if required).
r'] EC.
s2..rn i3 n T W-. i •.
SEP 3 V 2016 3
BY: --

Permit Number.
(to beproWded by DWO
rea
Drainage ANumber: 13
Sand Filter Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BW.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the sand filter.
The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
Once a year, sand media will be skimmed.
The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1-5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
MINIMIZE
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface.possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
' Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer apl2lication.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height,
Flow diversion structure
The structure is dogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damagels too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf nutting or riprap if
needed to prevent future erosion
problem.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
T
Foam SW401-Sand Filter O&M Rev.4 20wsept17 of 3
5EP 3 0 2016 a
��i

-
I:ilter bed and underdrain
'Nater is ponding on the surface for
r-
IMMIN 111
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
1 ponds, then consult an expert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Watei Quality
have occurred at the outlet.
401 Oversight Unit at 919-733-17$6.
SEC' 3 J 216 j
Form SW401-Sand Filter O&M-Rcv.4 20098cptl 7 Page 2 of 3

Permit Number.
(to be provided by DWO
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name: P-1219 SOF Marine Battalion Companv/Teamrn Facilities - Site El -E2 - New Guard
BMP drainage area number:.
Print name: Thomas Bradshaw PE
Title:Civil E4ineer. Public Works Department
Address: 1005 Michael Road Camp Leieune NC 28547
Date: 5,.F/:z M
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of 87 , do hereby certify that
—��P615 1UA3 personally appeared before me this'�� day of
g to, and acknowledge the due execution f the forgoing sand filter
main mance requirements. Witness my hand and official seal, y
Nolary PubliC
Onslow Coun1Y
=MY Commission Expiroaf
05/2612019
p�TH, 9Aa0
��``r`
SEAL
My commission expires � Qto� o�Ct
Form SW401-Sand Filter O&M-Rev.4 2009Sept)7
SEP 3 0 20% `
tiiv
Page 3 of 3

Permit Number:
(o be provided by DWQ)
(eei
MCEEW
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be 61W out on rhe, printedand sued with all of the requirredlydanrtation.
Make sure to also fdl out and submit the Required Menta Cheoldifst Oman 111) and the 1&M Agree m&# (Suction l9
Project name
Contact name
Phone number
Date
Drainage area number
Peak Flow Calculations
1 -yr, 24 -hr runoff depth din
1 -yr, 24 -hr Intensity :!'infir
Pre-developmerd 1 -yr, 24 -hr runoffit$/sec
Post -development 1 -yr, 24 -hr runoff tC�/sec
Pre/Post 1 -yr, 24 -hr peak control 0.51 tP/sec
Storage Volume
Design volume (WOV)
fe
Adjusted water quality volume (WQV„e)
7909.00 fe
Volume contained in the sedenentation basin and on top of the sand filter
tt9
Top of sand fiber/grate elevation
ft amsl
Weir elevation (between chambers)
ft amsl
Maximum head on the sedimentation basin and sand fitter (hm FA,)
Ift
Average head on the sedimentation basin and sand fifler (h�
g It
Runoff CoeffidW (Rv)
0.711 (unhless)
Type of Sand Fitter
Open sand filter?
Y or N
SHWT elevation
' ft ams]
Bottom of the sand filter elevation
ft amsl
Clearance (d&w)
Closed/pre-cast sand fifter?
Y or N
SHWT elevation
ft amd
Bottom of the sand filter elevation
eft amsl
Clearance (dwff)
�
If this is a dosed, underground dosed sand finer: The clearance between
the surface of the sand finer and the bottom of the roof of the underground
i It
structure (dq J
OK
Insufficient depth.
OK
-P ;
OCT 17 20S
M- 4 .10

sadimantation Basin
Surface area'of sedimentation basin (As)
SedimenWon basinkhamber depth
Suit Filter
Surface area of sand After (AF)
Top of sand media fiber bed elevation
Bottom of sand media flitter bed/drain elevation
Depth of the sand media finer bed (dF)
Coefficient of permeability for the sand fitter (k)
Outlet diameter
Outlet discharge/flowrate
Time to drain the sand filler (t)
Time to drain the sand fiber (t)
Addillf" Info ... ohm
Does volume In excess of the design volume bypass the sand fifer?
Is an off-Iine How-splitfing device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated fiber?
Does the design use a level spreader to evenly distribute bow?
Is the BMP located at least 3Dft from surface waters (50110 SA waters)?
N not a closed bottom, IS BMP located at least 100ft from water supply wells?
Are the vegetated side sees equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Hight of way (ROM?
What is the width of the sedimentation chamber/forebay (W&�?
What is the depth of sand over the outlet pipe (dpipe)?
PerrnN N LNnber:
Ito be provfded by DWQI
OK. Meets minimum, but may need to be increased to
OK. Meets minimum, but may need to be increased to
OK. Submit drainage calculations.
Y or N OK
Y or N OK
Y or N OK
YorN OK
YorN OK
Y or N OK
YorN OK
Y or N OK
OK
OK
Form SW401-Sand Rter-Rev.S 2009Sept17 Pans I and II. Project Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. tf a requirement has not been met, attach justification.
Initials Pagel Pian
Sheet No.
C1 CG. 101 1. Plans (1' - 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
Flow splitting device,
• Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off-site drainage (if applicable), and
Boundaries of drainage easement.
C1 CG -103 2. Plan details (1' = 30' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
- Maintenance access,
- Flow splitting device,
Vegetative filter strip dimensions and slope (if SA waters),
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off-sfte drainage (if applicable), and
• Boundaries of drainage easement.
3. Section view of the sand filter (1'. = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
Depth of sand filter media,
Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
SMWT elevation,
• Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable).
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
X 5. Supporting calculations (including drainage calculations)
X 6. Signed and notarized operation and maintenance (0&M) agreement
7. A copy of the deed restrictions (if required).
r'
t" SEP 3 0 2016 j 44

u
Permit Number.��
(to 6e provkW by DWQ)
Drainage Area Number - z=_
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the sand filter.
- The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
- Once a year, sand media will be skimmed.
-- The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
Entire BMP
%debris is present,
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
Pavement surface.
Bible.
Perimeter of sand filter
Areas of bare soil and /or erosive
gullies have formed.
Regrade the soil if necessary to remove the
gully, and then plant a ground cover and
water until itis established Provide lime
and a one-time fertilizer a hcation.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for
Forebay or pretreatment area
Sediment has accumulated to a
depth of greater than six inches.
Search for the-source.of the sediment and
remedy tate problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or. the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than s
SSP Z1 .f
Form SW401-Sand Filter O&M-Rev.4 2009Septl7 Page 1 of 3

Filter bed and underdrain Water is ponding an the surface for Check to see if the collector system is
collection system more than 24 hours after a storm. clogged and flush if necessary. if water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an expert.
Outlet device Clogging has occurred. Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is -damaged Re air or replace the outlet device.
Receiving water Erosion or other signs of damage Contact the NC Division of Water Quality
have occurred at the outlet 401 Oversight Unit at 919-733-1786.
r�EGEUV'
� -
SEP 3 D 2016
Form SW401-Sand Filter 0&M-Rev.4 2009SgA17 Page 2 of 3

Permit Number:
(to be p ovided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name: P-1219 SOF Marine Battalion Com an (Team Facilities - Site C2 - Elec/Comm PEB
BMP drainage area number: BMP'' f
Print name: Thomas Bradshaw. PE
Title:Qbhl Engineer. Public Works D artment
Address:1005 Michael Road Camp ieieune NC 28547
Dater 7 7��L
Note: The legally responsible party should not be a homeowners association unless more d an 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, 1.11 -,L- , a Notary Public for the State of
t
County of N61t , do hereby certify that
personally appeared before me this�D�I day of
tin and acknowledge the due exelcutiio of the forgoing sand filter
maintenance uirements.. Witness my hand and official sea Z, I
It.
NOlary Put0c
Onslow
r Cbunh
Co2lrop
a,
a�ei4
yo \fir
'*k,!rN C A9
SEAL
My commission expires �Zb
Form SW401-Sand Filter O&M-Rev.4 2009SWI7
'i
SEP 3 0 2016
Lh
PI
BY.
Page 3 of 3

Permit Number
rro be provided by owo)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be fi11ed out on ft printed and submitted vm4 afi of fie required infatrtadan.
Make sure to alio fiN out and submit the Required items ChecW (Set -tiara 111) and fie W Agreement (Secfiat 10
Silo CharacWWO
Drainage area (Ao)
ftz OK
Impervious area
its
% Impervious VA)
S62fe %
Design rainfall depth (RD)
J In
Peak Flow Celeulatfonst
Clearance (dwm)
1 -yr, 24 -hr runoff depthin
Gosedlpre•cast sand fitter?
1 -yr, 24 -hr intensity
E I
idhr
Pre -development 1 -yr, 24 -hr runoff
! f1s/sec
Post -development 1 -yr, 24 -hr nmoff
-OCT t 21011-6
0
fe/sec
Pre/Post 1 -yr, 24 -hr peak control
0.15 fls/sec,
Storage Volume
Design volume M010 me fig
Adjusted water quality volume (WOV,O 13,014.75 f? OK
Volume contained in the sedimentation basin and on top'of the sand Mer if?
Top of sand filler/grate elevation If amsl
Weir elevation (between chambers) It amsl
Maximum head on the sedimentation basin and sand fitter (tN Fmw) It OK
Average head on the sedimentation basin and sand filter (h, jft Ensure that the average is hag of the max.
Runoff Coefficient (Rv) 0.45! (unidess)
Type of Surd Ff1Eer
Open sand filter?
f Y or N
SITYff elevation
It amsl
Bottom of the sand filter elevation
It amsl
Clearance (dwm)
Gosedlpre•cast sand fitter?
Y or N
E I
SHY . elevapon
M amsl
Bottom of the sand Eger elevation
ft amd
-OCT t 21011-6
0
Clearance (dsu+wr)
H this is a dosed, underground dosed sand filter: The clearance between
f
„��•
the surface of the sand filter and the bottom of the roof of the underground
structure (dam

SedirnerWman Basin
Surface area of sedimentation basin (As)
Sedimerr llm basinAchamber depth
Sand Pillar
Surface area of sand filter (AF)
Top of sand media filler bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filler bed (dF)
Coefficient of permeability for the sand flNer (k)
Outlet diameter
Outlet dfschargeftwrale
Time to drain the sand filter (t)
Time to drain the sand fitter (t)
Additional Irdorrnetion
Does volume In excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distritxrted through a vegetated filter?
What Is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute four?
Is the BMP located at least 30f1 from surface waters (SON If SA waters)?
If not a closed bottom, is BMP located at least 1Wft from water supply wens?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP Ionated in a recorded drainage easement with a recorded access
easement to a pubic Right of Way (ROW)?
What is the width of the sedimentation chamberRarebay (Wsj?
What is the depth of sand over the outlet pipe (dplpe)?
Permit Number.
[to be PfOW*d byOWQ1
0 • , fe OK. Meets minimum, but may need to be increased to
`ft
Inf e OK. Meets minimum, but may need to be increased to
flamsl
flamal
Y or N OK
YorN OK
YorN OK
YorN OK
Y or N OK
Y or N OK
YorN OK
YorN OK
OK
OK
6r --
Form SW401-Sand Filter-Rev.5 2009Septl7 P—te i a„a If o.,.i�r nee:..., e........— os..e 1)..s n

Permft No.
(to be provided by DWQ)
Please indcate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package wlU result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. 0 a requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
E1—E2 1. Plans (1" - 50' or larger) of the entire site with labeled drainage area boundaries
CG -101 /102System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
- Maintenance access,
Flow splitting device,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off-site drainage (if applicable), and
Boundaries of drainage easement.
AZ El —E2 2. Plan details (In= 30' or larger) for the sand fitter showing:
cG-103 - System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
Flow splitting device,
Vegetative filter strip dimensions and slope (if SA waters),
Proposed drainage easement and public right of way (ROM,
Design at ultimate build -out,
- Off-site drainage (if applicable), and
- Boundaries of drainage -easement.
3. Section view of the sand filter (1" = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media,
- Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
• SHWT elevation,
Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (tf
applicable).
f.� 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County sal maps are not an acceptable source of soils information.
X 5. Supporting calculations (including drainage calculations)
X 6. Signed and notarized operation and maintenance (0&M) agreement
LNIA 7. A copy of the deed restrictions (ff required).
SEP 3 0 2016
BY: --

Permit Number.
(to be provided by DWO
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the.inspettion will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMF.
Important maintenance procedures:
The drainage area will be carefully managed to reduce the sediment load to the sand filter.
The sedimentation chamber or forebay willbe cleaned out whenever sediment depth exceeds
six inches.
- Once a .year, sand media will be skimmed.
- The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
Entire BMP
Trash/. debris is present.
Remove the trash/debris.
Adjacent pavement Of
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavemient murface.
le.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
Water until it is established. Provide lime
and a one-time fertilizer a lication..
Vegetation'is too short or too long.
Maintain vegetation at an appropriate
height,
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
_
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or the BMP.
Erasion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
. roblems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying
'
Form SW401-Sand Filter 0&M-Rev.4 2009Sept17 SEP 3 0 2018 Page 1 of 3

Filter bed and underdrain
Water is ponding on the si iface for
Check to see if the collector systein is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
fitter bed media and replace. if water still
pon,ds, then consult an expert,
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is damaged
r or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet 1.401
Oversight Unit at 919-733-1786.
Fr
.i
SEP 3 6 2016 i
a�
Form S W401 -SSW Filter O&M Rev.4 20095ept] 7 Page 2 of 3

Permit Number.
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the pel:formance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name: 1219 SOF Marine Battalion CompanvlTeain Facilities - Site C1 - Auxiliary Sunnly
BMP drainage area number: BIyIP,tC
Print name: Thomas Bradshaw PE
Title:Civii Engineer. Public Works Department
Address: 1005 Michael Road. Camp Lejeune NC 28547
Date: y Z %
Note: The legally responsible party should not be a homeowners association unbess more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
• , a Notary Public for the State of
{
Q!4% 1([. County of b b -M ibaz do hereby certify that
7%N,4�n personally appeared before me this , day of
Ztand acknowledge the due execution of the forgoing sand filter
maintenance requirements. Witness my hand and official seal,
it. SA • .",F
�5
Not PUbtlC s
Onslow C6unty
Y Cotnmisslon Explpasa
03/26/2014
iIVCAR
SEAL;
My commission expires A 5CA Z"-
Form SW401-Sand Filter O&M-Rev.4 2009Septl7
pE C E I V t:-.1
t .
SE' 3 0 2616
1
Page 3 of 3

Permit Number:
#o Ce provided by OWO)
WDM.
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CER11FICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be SW out on rhe, printed and submiNed with aA of the required h1bonadon.
Make sure to also fill out and submit the Required Items Checklist (Section /I/) and the Itt M Agreement (Section M
Project name
Contact name
Phone number
Date
Drainage area number
Peak Flow Calculations
1 -yr, 24 -hr runoff depth
1 -yr, 24 -hr intensity
Pre -development 1 -yr, 24 -hr runoff
Post -development 1 -yr, 24 -hr runoff
Pre/Post 1 -yr, 24 -hr peak control
Storage Volum
Design volume (WOV)
Aclusted water quality volume (WOVm)
Volume contained in the sedimentation basin and on top of the sand filter
Top of sand filter/grate elevation
Weir elevation (between chambers)
Maximum head on the sedimentation basin and sand filter (hm W)
Average head on the sedimentation basin and sand filter (h, j
Runoff Coefficient (Rv)
Type of Sand Filter
Open sand filter?
SHWr elevation
Bottom of the sand filter elevation
Clearance (dam)
Closedtpre-cast sand finer?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dam)
H this is a dosed, underground dosed sand filter: The clearance between
the sudace of the sand filter and the bottom of the roof of the underground
structure (dam)
�'� ��J::l�t�t5 a � i�• �.�
t
YorN
ft amyl
N amsl
or N
OK
Insufficient depth.
Ensure that the average is hall of the max.
n NOY
03
•

SedirnerdWon Beain
Surface area of sedimentation basin (As)
Sedimentation basinldtamber depth
Sand Filter'
Surface area of sand filter (AF)
Top of sand media fitter bed elevation
Bottom of sand media filter bed/drato elevation
Depth of the sand media filter bed (dF)
Coef fident of permeability for the sand filter (k)
Outlet d'ia meter
Outlet disdtaroaftwrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Infommillon
Does volume In excess of the design volume bypass the sand filter?
Is an off-Ifne flow-splilting device used?
If drairting to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a.level spreader to evenly distribute flow?
Is the SMP located at least 30 from surface waters (50ft fl SA waters)?
I not a dosed bottom, is BMP bored at least 100it from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located In a recorded drainage easement with a recorded access
easement to a public Right of Way (ROM?
What is the width of the sedimentation chamberAorebay (Weld)?
What is the depth of sand over the outlet pipe (d*e)?
Permit Number.
(to be pm~ by owo)
fe OK. Meets minimum, but may need to be increased to
ft
fe OK Meets minimum. but may need to be Increased ft
C�amsl
Y or N OK
Y or N OK
Y or N OK
Y or N OK
Y or N OK
YorN OK
Y or N OK
Y or N OK
OK
OK
oft
RECEIVE-
f3Y

Permit Number:
(to be provided by UWQ)
W�T�9
4
¢ s
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIRCATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This fort must be filled out on line, prn O and sub mkted *M all of the required mbr ratba
Make sure to also fiR out and submit the Required llems Checkbt (Section 111) and the f&M Agreement (Section I1)
D Wrtage area (Ao)
e OK
BEEF
Impervious area
45,384.75 OK
% Impervious Q
41.6%%
Design rafnfail depth (RD)
in
Peak Flow Calculations
ft amsl
1 -yr, 24 -hr runoff depth
in
1 -yr, 24 -hr intensity
Mt
11felsec
Pre -development 1 -yr, 24 -hr runoff
e/sec
Post-developmerd 1 -yr, 24 -hr runoff
Pre Post 1 -yr, 24 -hr peak control
0.64 Msec
Storage Volume
Design volume (MV)
#1
Adjusted water qualtty volume (WOVA;)
45,384.75 OK
Volume cceianed in the sedimentation basin and on top of the sand fitter
;4 ; ft'
Top of sand filter/grate elevation
_ , . , ft am I
Weir elevation (between chambers)
ft amsl
Maximum head on the sedimentation basin and sand fitter (hM„�,)
ft Insufficient depth.
Average head on the sedimentation basin and sand fitter (h�
; ft OK
Runoff Coeffulent (Rv)
0.42 (unitless)
Type at Sand Filter
Open sand filter?
i Y or N
SHWr elevation
jft amsl
Bottom of the sand fitter elevation
ft amsl
Clearance (dsHwr)
Closed(pre-cast sand filter?
Y or N
SHWr elevation
itamst
Bottom of the sand filler elevation
fl amsl
Clearance (dsrrwr)
i
If this is a closed, underground dosed sand finer: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
ft
1E
structure (dam
7
Y L'lY l M �r;
BY:

Sedinwdetion Badn
Surface area of sedimentation basin (As)
Sedimentation basuddrarrrber depth
Sand FNNr
Surface area of sand Her (AF)
Top of sand media Nor bed elevation
Bottom of sand media filter bedfdrain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeability, for the sand filter (k)
Ounet diameter
Outlet dischargelflowrate
Time to drain the sand lifter (t)
Time to drain the send filter (t)
Additional adormolon
Does volume in excess d the design volume bypass the sand filter?
Is an off -fine Ibw-spliNing device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filler?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least atm from surface waters (5011 if SA waters)?
N not a dosed bottom, is BMP located at least 100N from water supply wells?
Are the vegetated side slopes equal to or less than 3: t
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
Mal Is the width of the sedimentation c ambedlorebay (Wsj?
What Is the depth d sand over the odet pipe (dpipe)?
Form SWao9-Sar4 FiHo.-R®„ S annaQ-197
Permit Number
(to be provided by DWO)
h, I .
, It 2 OK. Meets minimum, but may need to be increased to
EMRM am It
fe OK. Meets minimum, but may need to be increased to
0- 11 amsl
fl amsl
Y or N OK
Y or N OK
Y or N OK
YorN OK
YorN OK
Y or N OK
Y or N OK
Y or N OK
OK
OK
ECEIVE
�;,Pei,
N.Ov
BY'

s
Permit No.
fro be provided by nwo)
Please kocate the page or plan sheet numbers where the supporting documentation can be found. An incomplete sulm toil
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. If a requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
4z F1 CG -101 1. Plans (1' - 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
Flow splitting device,
Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
Off-site drainage (if applicable), and
Boundaries of drainage easement.
F1 CG -103 2. Pian details (1'= 30' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
- Maintenance access,
Flow splitting device,
Vegetative filter strip dimensions and slope (if SA waters),
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off-site drainage (it applicable), and
• Boundaries of drainage easement.
3. Section view of the sand filter (1'= 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media,
• Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
• SHWT elevation,
- Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable).
y-- 4. A soils report that is based upon an actual field investigation, sal borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
K 5. Supporting calculations (including drainage calculations)
X 6. Signed and notarized operation and maintenance (OW) agreement
✓ WA 7. A copy of the deed restrictions (if required).
SES' 3 0 201b � #
BY-,

r
Permit Number: + '
(to be provided by DWO
11
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
T will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced munediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
The drainage area will be carefully managed to reduce the sediment load to the sand filter.
The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
Chce a year, sand media will be skimmed.
The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
Entire BMP
Trash debris is t.
Remove the trash/debris.
Adjacent pavement (if
a bcable)
Perimeter of sand filter
Sediment is present on the
avement surface.
Areas of bare soil and/or erosive
gullies haVe formed.
Sweep or vacuum the sediment as soon as
ossible.
Regrade the soil if necessary to remove the
gully, and then plant a ground cover and
water until it is established. Provide lime
and a ane -time fertilizer apphcation.
vegetation is too short or too long.
Maintatn vegetation at an appropriate
helot.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for
Forebay or pretreatment area
Sediment has accumulated to a
depth of greater than six inches.
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a •location where it will not cause
impac ts, to streams or the BNW.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent futm erosion
leets.
Weeds are present.
Remove the weeds, preferably by hand. if
a pesticide is used, w1pe it on the plants
rather than•s
E VE't,).
Fonn SW401-Sand Filter O&M-Rev.4 2009Septl7 �.iq SEP 3 0 2016 Fy' Page 1 of 3

Fitter bed and underdrain
Water is ponding on' the surface for -
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
then consult an ogert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is dame ed
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet.
401 Oversight Unit at 919-733-1756.,
SEP 3 Q 2016
BY.,
Foam SW401-Sand Filter O&M-Rev.4 2009Septl7 Page 2 of 3

Permit Number. $G?() 00
{Io be proWded by DWO
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:,w P-1219 SOF Marine Battalion Compamacam Facilities - Site Fl - Milan CMc
Add'
BMP drainage area number. BMP 3
Print name: Thomas Bradshaw PE
Title:Civil Engineer. Public Works D artment
Address: 1005 Michael Road Came Lejeune NC 28547
Note: The legally responsible party should not be a homebwners association unless more than 50916 of the lots have bow
sold and a resident of the subdivision has been flamed the president.
a Notary Public for the State of
r ,County of Ot>� , do hereby certify that
_ Z„rws �C `� personally appeared before me this�� day of
1 , and acknowledge the due executio of the forgoin sand filter
maintenance requirements. Witness my hand and official seal,
Nry Public
On110w County s
�My �ommitsion �N�R�
.6112612019 s
4.
.v"*1;'!rAf OARtO�``tt`��
SEAL
My commission expires
Form SW401-Sand Filter O&M-Rev.4 2009Septl7
ECEIVE'i",I
' 4
SEP 3 0 2616 1 ,R
Page 3 Of 3

J ti
Energy, Mineral
and Land Resources
ENVIRONMENTAL GYALITT
October 4, 2016
PAT MCCRORY
r ca„�.>ror
DONALD R. VAN DER VAART
LETTER OF APPROVAL WITH MODIFICATIONS
AND PERFORMANCE RESERVATIONS
MCD - Camp Lejeune
ATTN: Thomas Bradshaw
1005 Michael Road
Camp Lejeune, NC 28547
seadary
TRACY DAVIS
RE: Project Name: SOF MARINE BATTALION COJTEAM FACILITIES &
MPC OBSTACLE COURSE AT MARSOC & ROADWAY
INTERCONNECTIVITY IMPROVEMENTS AT MARSOC (EXPRESS]
Acres Approved: 11.81
Project ID: ONSLO-2017-018
County: Onslow, City: Camp Lejeune
Address: Range Road
River Basin: White Oak
Stream Classification: Other
Submitted By: J. Kevin Avol.is, PE, Avolis Engineering, PA
Date Received by LQS: September 30, 2016
Plan Type: Other
Dear Mr. Bradshaw:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval must be posted
at the job site. This plan approval shall expire three (3) years following the date of approval, if no land -
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
Please be aware that your project will be covered by the enclosed NPDES Construction Stormwater
General Permit NCGO100O0. Please become familiar with all the requirements and conditions of this
permit in order to achieve compliance.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file at the
job site. Also, this letter gives the notice required by G.S. 113A -61.1(a) of our right of periodic
inspection to ensure compliance with the approved plan.
Division of Energy, Mineral, and Land Resources
127 Cardinal Drive Extension Wilmington, NC 28405• Phone: [phone] - FAX: [phone]
Internet: hib://uarta1.nodenr,2Whveb/Id
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 170% Post Consumer Paper

Letter of Approval witil Ni lications and Performance Reservatior
MCB- Camp Lejeune
October 4, 2016
Page 2 of 4
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project, the
erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation
Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may
require revisions to the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water
quality laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to
this land -disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. You are requested to file an amended form if there is any
change in the information included on the form. In addition, it would be helpful if you notify this office
of the proposed starting date for this project. Please notify us if you plan to have a preconstruction
conference.
Your cooperation is appreciated.
Sincerely,
om
Rhonda Hall
Regional Engineering Associate
Land Quality Section
Enclosures: Certificate of Approval,
Modifications and Performance Reservations
NPDES Permit
cc: 1. Kevin Avolis, PE, Avolis Engineering, PA, PO Box 15564, New Bem, North Carolina 28561

Letter of Approval with TV.� 'fications and Performance Reservatior
MCB- Camp Lejeune --- --
October 4, 2016
Page 3 of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: SOF MARINE BATTALION C01MAM FACILITIES & MPC OBSTACLE COURSE AT MARSOC &
ROADWAY INTERCONNECTIVITY IMPROVEMENTS AT MARSOC
Project ID: ONSLO-2017-018
County: Onslow
1. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing
activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on-site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those additional steps
necessary to stop sediment from leaving this site (NCGS 113A-57(3)). Each sediment storage device
must be inspected after each storm event (NCGS 113A -54.1(e)). Maintenance and/or clean out is
necessary anytime the device is at 50% capacity. All sediment storage measures will remain on site and
functional until all grading and final landscaping of the project is complete (15A NCAC 04B .0113).
Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise noted. The removal of vegetation within any existing ditch or channel is
prohibited unless the ditch or channel is to be regarded with side slopes of 2 horizontal to 1 vertical or less
steep (15A NCAC 04B.0124 (d)). Bank slopes may be mowed, but stripping of vegetation is considered
new earth work and is subject to the same erosion control requirements as new ditches (NC(3S 113A-
52(6)).
4. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include our agency's Stormwater regulations. and the Division of Water Resources' enforcement
requirements within Section 401 of the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction
of Section 404 of the Clean Water Act, the Division of Coastal Management's CAMA requirements, the
Division of Solid Waste Management's landfill regulations, the Environmental Protection Agency and/or
The U.S. Army Corps of Engineers jurisdiction of the Clean Water Act, local County or Municipalities'
ordinances, or others that may be required. This approval cannot supersede any other permit or approval;
however, in the case of a Cease and Desist Order from the Corps of Engineers, that Order would only
apply to wetland areas. All highland would still have to be in compliance with the N.C. Sedimentation
Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Resources
(DWR), the Corps of Engineers and the Environmental Protection Agency (EPA) respectively. Any
erosion control measures that fall within jurisdictional wetland areas must be approved by the
aforementioned agencies prior to installation. The Land Quality Section must be notified of a relocation
of the measures in question to the transition point between the wetlands and the uplands to assure that the
migration of sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWR, the Corps, or the EPA, it is the responsibility of the developer to inform the
Land Quality Section regional office so that an adequate -contingency plan can be made to assure
sufficient erosion control remains on site. Failure to do so will be considered a violation of this approval
(NCGS 113A -54.1(b)).

Letter of Approval with M 5cations and Performance Reservatior
MCB- Camp Lejeune
October 4, 2016
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other.approved
source. Any soil waste that leaves this site can be transported to a permitted mine or separately permitted
construction sites without additional permits under NCGS 74-49(7xd). Disposal at any other location
would have to be included as a permit revision for this approval.
This permit allows for a land disturbance, as called for on the application plan, not to exceed 11.81 acres.
Exceeding that acreage will be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan, would
also require a revised plan to verify the appropriateness of the erosion control measures and stormwater
retention measures (NCGS 113A -54.1(b)).
The construction detail for the proposed silt fence requires reinforcing wire and steel posts a maximum of
eight (8) feet apart. Omission of the reinforcing wire is a construction change that necessitates more posts
for support, i.e., the spacing distance needs to be reduced to no greater than six. (6) feet apart (E&SC
Planning & Design Manual 6.63, Rev. 6/06).
9. Because the sediment traps and basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the traps_ and basins and their collection systems be
installed before any other grading takes place on site, and that every structure that receives more than one
acre of drainage is built so that each dewaters only from the surface (NCGOl.0000). 1f that proves to be
impractical, a revised plan must be submitted and approved that addresses erosion and sediment control
needs during the interim period until the traps and basins are fully functioning (113A -54.1(b)).
10. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and egress from
the project site at a point without a graveled entrance will be considered a violation of this approval.
Routine maintenance of the entrances is critical (113A -54.1(b)).
11. As a condition of the provided NPDES General Stormwater Permit (NCG010000), groundcover
stabilization must meet specific time &aures. Slopes (including cuts, fills, and ditch banks) that are
steeper than 3 horizontal to 1 vertical left exposed will, within seven (7) calendar days after completion of
any phase of grading, be provided with groundcover. Slopes that are 3 horizontal to 1 vertical or flatter
will be provided with groundcover within fourteen (14) calendar days.
12. As a part of routine monitoring of the approved land -disturbing activity, the financially responsible party
shall assure inspections of the area covered by the approved plan after each phase of the plan has been
completed and after establishment of temporary ground cover in accordance with North Carolina General
Statute 113A -54.1(e).

MARSOC Permit Modification & Resolution Document
United States Marine Corps Base
(USACE Action ID: 2007 286 067 / DWQ Project No. 2007 0245)
Prepared for:
United States Marine Corps Base — Camp Lejeune
Jacksonville, North Carolina
Prepared 6y:
The Whiting -Turner Contracting Company
Baltimore, Maryland
and
Southern Environmental Group, Inc.
Wilmington, North Carolina
2 August 2010

DRArT MAR50C Modification/Kesolution Document
5E-Gi
Section
Table of Contents
Page
1.0
INTRODUCTION .............................. .................................................................. I............................
I
2.0
PERMIT MODIFICATION.............................................................................................................
2
2.1 Impact Area EE............................................................................................................................
2
2.2 Impact Area HH & PP..................................................................................................................
2
2.3 Impact Area QQ...........................................................................................................................
3
2.4 Impact Area D 1............................................................................................................................
3
2.5 Impact Area N I............................................................................................................................
4
2.6 Impact Area P I............................................................................................................................
4
2.7 Permit Modification Impact Summary ........................................................................................
4
3.0
AS -BUILT IMPACT SUMMARY...................................................................................................
5
4.0
CORRECTIVE ACTION TIME LINE FOR AREAS OF CONCERN .......................................
6
5.0
BAFFLE REMOVALAND STREAM STABILIZATION............................................................
6
6.0
MITIGATION COMPONENT......................................................................................................
7
6.1 Mitigation Status Summary .........................................................................................................
7
6.2 Proposed Mitigation Plan.............................................................................................................
7
6.2.1. Additional Permanent Impact Mitigation...................................................................
7
6.2.2. Temporary Impact Mitigation.....................................................................................
7
6.2.2.1 Reach and Duration.....................................................................................
8
6.2.2.2 Biological Characteristics............................................................................
8
6.2.2.3 Natural Sediment Loads within MARSOC Streams ..................................
9
6.3 Mitigation Summary....................................................................................................................
10
7.0
MONITORING PROPOSAL...........................................................................................................
10
7.1 Sedimentation Restoration...........................................................................................................
10
7.2 North and South Mitigation Sites................................................................................................
10
7.3 Temporary Impact Areas Associated with Additional Impacts ...................................................
I I
8.0
CUMULATIVE IMPACT SUMMARY..........................................................................................
12
9.0
CONCLUSION..................................................................................................................................
13
Page TOC -i

MAR50C Permit Modification & Resolution Documcnt
Table No.
List of Tables
Description
5F-Gi
Page
2-1
Permit Modification Impact Summary ...............................................................................................
5
3-1
Impact Summary ...........................................................................................................................
5
4-1
Corrective Action Time Line.........................................................................................................
6
8-1
Cumulative Impact Summary .............................................................................................................
12
Appendix
Appendices
Description
Page
A
US Army Corps of Engineers individual Permit (9 October 2007)...... ......................................
i
B
US Army Corps of Engineers Individual Permit (16 October 2008) ..........................................
ii
CImpact
Area EE Details ..... .................................................................. ,.......................................
iii
DImpact
Area HH & PP Details..................................................................................................
iv
EImpact
Area QQ Details..............................................................................................................
v
FImpact
Area D1 Details...............................................................................................................
A
GImpact
Area N1 Details...............................................................................................................
vii
HImpact
Area P1 Details................................................................................ > .........................
viii
IPermitted
Impacts Survey and Table.................................................................... .....................
ix
JNC
EEP Receipt for Payment.............................................................................................
x
K
US Army Corps of Engineers Individual Permit (28 March 2008) ..........................................
xi
L
MARSOC Cantonment Project Area Wetland Type Exhibit.......................................................
xii
MSedimentation
Tracking Survey and Table.............................................................
xiii
NMARSOC's
Natural Stream Photos.............................................................................................
xiv
Page TOC -ii

MAR50C PGet Modification & Rzsolubon Document
1.0 INTRODUCTION
,5E -(Si
Southern Environmental Group, Inc (SEGi) and The Whiting -Turner Contracting Company (WT),
on behalf of the US Marine Corps Base — Camp Lejeune (herein referred to as the "Applicant"),
have prepared this correspondence pursuant to conversations which took place during the 4 February
2010 and 18 February 2010 meetings regarding the Marine Corps Special Operations Command
(MARSOC). The purpose of this document is to:
• formally request a modification to the existing DWQ Certification and Department of the
Army (DA) Individual Permit (IP), issued to the Applicant under DWQ #20070245 and
USACE Action ID No. 2007-00286-06;
• resolve non-compliance/enforcement issues; and
• provide an expected time line for stabilization of areas of concern to take place.
MARSOC was issued a provisional permit on 9 October 2007, which preliminarily authorized the
discharge of fill material into an estimated 12.5 acres (Ac.) of wetlands and 12,800 linear feet (LF)
of unnamed tributaries to Stone Bay, which abuts the New River, a navigable water of the U.S. (see
Appendix A). These calculations were based upon the best information available during the
preparation of the conceptual layout of the complex.
During the permit process, it became necessary to separate the project into three phases: Phase I —
Headquarters; Phase II — Road Realignment; and Phase III — Y07 -Y08 Development. Under these
three permits, more specifically the IP dated 16 October 2008, the Applicant was authorized to
permanently discharge fill into 4.36 Ac. of wetlands and 3,040 LF of tributaries (see Appendix B).
As a requirement of the special conditions of the previously mentioned authorizations, as well as to
resolve permit non-compliance matters that inadvertently took place during the construction process,
as -built surveys were prepared. The surveys revealed that only 4.11 Ac. of wetlands and 1,447 LF of
tributaries were permanently impacted. The differences were largely based upon misinterpretation of
wetland and stream information. Additionally, the as -built surveys identified the need for after -the -
fact (ATF) permitting of 0.22 Ac. of 404 jurisdictional wetlands. Cumulatively, wetland and
tributary impacts, including the 0.22 Ac. of ATF impacts, total 4.33 Ac. and 1,447 LF, respectively.
Although cumulatively the impacts are less than what were originally approved, impacts to riparian
wetlands exceeded the permitted allotment by 0.05 acres and perennial stream impacts were 90 LF
greater than permitted. Therefore, a modification of the authorizations is necessary to ensure
accurate accounting of all impacts associated with the MARSOC project.
It is the intent of this document to provide the information necessary to resolve all outstanding
concerns relating to wetlands at the MARSOC Complex. It is our sincere hope that, after reviewing
the information found within and attached to this document, the permit modification will be
authorized and a resolution letter can be issued.
Page 1

MAR50C Permit (Modification & Rcsolution Document
2.0 PERMIT MODIFICATION
S'EG
According to attachments to the Individual Permit, dated 16 October 2008, authorized permanent
impacts consisted of 165,548 SF (3.80 Ac.) of non -riparian wetland; 24,398 SF (0.56 Ac.) of riparian
wetland; 2,957 LF of intermittent stream; and 83 LF of perennial stream (please see Appendix B for
more details).
This packet provides documentation to support the requested modification to the IP, which consists of
the permanent fill of 9,499 SF (0.218 Ac.) and the temporary fill of 6,096 SF (0.139 Ac.) of section 404
jurisdictional wetlands. Please refer to Appendices B through G for plan and profile views and other
relevant information for each impact area. A brief summary for each area follows:
2.1 Impact Area EE (linear wetland / non riparian):
461 SF (0.011 Ac.) (154 LF) Permanent
This additional impact is necessary to ensure the operational integrity of the adjacent stormwater
basin 13 (please see Appendix C for details).
Impact area EE is an extension of Impact area DD, which was necessary to facilitate the
construction of Alignment 6. The wetland feature is depicted on the original grading plan.
However, it does not appear on the stormwater plan. Thus, it is anticipated that the impact was an
oversight during the original permit process. The impact is necessary to facilitate the slopes for
stormwater basin 13.
An alternative for restoring the feature consists of removing the existing fill and installing a
retaining wall on each side to ensure slope stability. Based on the linear footage of the impact, the
structures would need to extend 176 LF and be approximately 10 feet high. However, based on the
fact that the pond has been fully constructed, the installation of a retaining wall, directly adjacent
to the existing pond bank, creates a logistically complex construction scenario, which may
compromise the integrity of the pond. Thus, it is believed that restoration of the feature is not a
practicable alternative.
2.2 Impact Areas HH and PP (bottomland hardwood forest / riparian):
HH 3,134 SF (0.072 Ac.) Permanent
PP 3,702 SF (0.085 Ac.) Permanent
These additional impacts are necessary to provide sufficient foundation and expanse for
infrastructure associated with buildings E2 and E3 (please see Appendix D for details)
Although indicated as fill on the grading plan, these impacts were inadvertently left out of the
original submittal of the application and subsequent issued permits. Per the previously submitted
drawings, the buildings, required fire lane, 10" sanitary sewer and 24" stormwater lines required
the grading and proposed impacts. At this time, the slope is approximately 1.5:1, and erosion is an
ongoing issue. The proposed 3:1 slope is necessary to ensure adequate bank stabilization.
Page 2

IMPACT TRACKING REPORT
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Appendix F

BACHELORS DELIGHT MITIGATION BANK
CREDIT RESERVATION LETTER
August 22, 2017
TO: J. Kevin Avolis, PE (Applicant's Agent) FROM: Bachelors Delight Mitigation Bank
Avolis Engineering, PA c/o Land Management Group, Inc.
P.O. Box 15564 3805 Wrightsville Avenue, Suite 15
New Bern, NC 28561 Wilmington, NC 28403
Project: 16-0048 Roadway Interconnectivity Improvements MARSOC
Dear Mr. Avolis:
Pursuant to your recent credit request, Bachelors Delight Mitigation Bank (BDMB) is providing confirmation
of acceptance to supply riparian wetland and stream compensatory mitigation credits for impacts
associated with the Roadway Interconnectivity Improvements Project located at MCB Camp Lejeune,
MARSOC Complex in Onslow County, North Carolina. This acceptance is conditional upon receipt of
payment as outlined below. Please refer to the table below depicting the type and quantity of credits
requested and reserved for your project.
Mitigation Type
Credits Reserved
Fee Per Unit
F Fee
Stream
335
$394.00
$131,990.00
Non -Riparian Wetland
0.0
$51,782.00—$0.00
Riparian Wetland
0.1
$71,772.00
$7,177.20
Total Fee
r $139,167.20
Note that the BDMB provides wetland credits in 0.1 -acre increments. Based upon receipt of the project
credit request transmitted on August 22, 2017, BDMB will reserve 335 stream credits and 0.1 riparian
wetland credits for a period of up to 90 days from the date of this letter. Note that requests to reserve
credits beyond 90 days will require a deposit. Please contact us if you need a reservation to extend beyond
the 90 -day period.
Upon request for receipt of credit transfer, BDMB will issue an invoice in the amount of $139,167.20.
Upon receipt of payment, BDMB will provide an executed Transfer of Credit Certificate. Note that all
payments must be made with certified funds. It is the applicant's responsibility to ensure that the credit
types and amounts requested are consistent with the compensatory mitigation requirements of the
permit(s) issued. BDMB and/or its agents are not responsible for determining the applicant's mitigation
requirements. If you have any questions or need additional information, please contact me by phone at
[phone] or by email at [e-mail].
Sincerely,
Bachelors Delight Mitigation Bank
Dlgftally slgnetl by Chrlsllan
Christian DN: n�N lan PnMa ,nand
Management Group Irrc.ou,
Preziosi pt)g{Psetlo l@mgrap ne
Date:3017.-1]:34313-0 W'
Christian Preziosi
Land Management Group, Inc. (Agent)