SW8921101_APPROVED PLANS_20070117

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW8 CAZ1W1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 0-1 Co 1 1 --1
YYYYMMDD

LDCATIDN MAP
-----------bra New Bern
\
Tuscarora
Trenton EAK GREVE
sever, IS CHERRY I
Springs Rollocksv ille
Mt, alive Haveloc
Pink Con Fort Maysville
HM
Rlchlards
Warsaw orehe
BeulavlUe
Jacksonvll e
Magnolia L �`� wonsb Oro
Vero
RosehiU�
\ Dixon C MP LEJEUNE G
Wallace �
Fotksto
Lf
Hotly Ridge
Burgow
Words C
Acne
Delco
Lelard
olton
r,pstead �
t Hill
P
v
P
auto
Cl Ci
MARINE CERPS
L_J
EUNE)
VICINITY MAP - CAMP L_EJEUNE, N C
NC
LH
0
AREA AP
pq RIVER
ry
F�� g
O a ROAD
ECK WORK ARE
NEW
1114F,9
rMl
N El
12000
NC,
Pr
0
SCALE
SR-7 TARGETS
REPLACE LHA DECK
INDEX OF DRAWINGS
SHEET NUMBER
TITLE
CS
Cl
COVER SHEET
SITE EROSION CONTROL PLAN
EXISTING
DIVERSION DITCH
TREE LINE
— —8e— - CONTOUR
+ 97.0 SPOT ELEVATION
DIRECTION OF FLOW
ABBREVIATIONS
AC ACRES
SF SQUARE FEET
TYP. TYPICAL
N NORTHING
E EASTING
NEW
86—
+ 97.0
SPECIAL SCHEDULING REQUIREMENT
THE CONTRACTOR SHALL COORDINATE
CONSTRUCTION ACTIVITIES WITH RANGE
CONTROL THROUGH THE CONTRACTING
OFFICER.
C _
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Ul -o(-T- Zcw 4-

SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
1. OBTAIN APPROVED EROSION CONTROL PLAN.
2, REVIEW EROSION CONTROL PLAN AT PRECONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING,
5. INSTALL CHECK DAMS.
6. MAKE SITE IMPROVEMENTS.
7. STABILIZE AND SEED A_L AREAS NOT TO BE FUR'HFR DISTURBED BY
CONSTRUCTION ACTIVITIES WITHIN 10 CALENDAR DAYS OF THE COMPLETION
OF LAND DISTURBING ACTIVITIES.
8. ADDITIONAL 1,1ISCELLANEO'JS EROSION CONTROL MEASURES MAY BE
REQUIRED WFEN DEEMED NECESSARY BY THE CONTRACTING OFPCER OR
THE NCDENR'S LAND 0UA'LITY SECTION.
9. REMOVE GRAVEL CONTROL ENTRANCE AND CHECK DAMS
ONCE VEGETATION IS 95% ESTABLISHED,
NEW RIVER
ACCESS ROAD
20 t
0°0 00
00000
6' LAYER OF COARSE AGGREGATE
o 00 0OVER 12" LAYER OF STONE BASE
0 0 0 COARSE
50' 0°0°0
0 0
00000 10
0 0
00000
)-o000000_ 10
EDGE OF EXISTING T
GRAVEL TRAIL
1 GRAVEL CONTROL ENTRANCE
C1 C1 NOT TO SCALE
N
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3'
FILTER FABRIC
FLOW
3'
2 SILT FENCE
C1 C1 NOT TO SCALE
TRANCE
C1 C1 '
4
_I
00
MAINTENANCE PLAN
GENERAL CONSTRUCTION NCTES:
LHA DECK SUMMARY:
1 ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR
1. THE INTENT OF THIS PROJECT IS TO REPLACE THE EXISTING METAL PLATE LHA
TOTAL PROJECT AREA = 95,160
SF, 2.19± ACRES
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL
DECK WITH A CONCRETE DECK AREA. THE NEW CONCRETE LHA DECK WILL BE
EXISTING IMPERMEABLE AREA =
53,064 SF, 1.22± ACRES, 55.76% OF TOTAL SITE AREA
EVENT BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
PLACED TO THE SAME DIMENSIONS AND GRADES AS THE EXISTING METAL LHA
PROPOSED IMPERMEABLE AREA
= 53,064 SF, 1.22± ACRES, 55.76% OF TOTAL SITE AREA
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE
DECK, THE EXTENTS OF THE NEW LHA DECK WILL NOT EXTEND BEYOND THOSE
TOTAL PROJECT AREA IN CAMA
A.E.0 = 12,644 SF, .29± ACRES, 13.3% PROJECT AREA
OPERATIONAL CONDITIONS INTENDED.
OF THE EXISTING LHA DECK.
TOTAL EXISTING IMPERMEABLE AREA
IN CAMA A.E.C. = 1858 SF, 14.7% OF CAMA A.E.C. AREA
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
2. THE CONTRACTOR SHALL OBTAIN ALL OF THE FILL NEEDED TO COMPLETE THE
TOTAL PROPOSED IMPERMEABLE
AREA IN CAMA A.E.C. = 1858 SF, 14.7% OF CAMA A.E.C. AREA
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER
PROJECT IN EXCESS OF THAT GENERATED FROM ON SiTE GRADING ACTIVITIES
NOTE:
TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
FROM THE GOVERNMENT BORROW PITS INDICATED ON THE PLANS.
NO SECTION 404 WETLANDS EXIST WITHIN THE
ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
3. ALL AREAS WITHIN THE PROJECT BOUNDARY NOT COVERED WITH GRAVEL SHALL
PROJECT BOUNDARY.
REMOVED ON A DAILY BASIS.
SHALL BE PR=PARED, SEEDED, AND STABILIZED IN ACCORDANCE WITH THE
3. ANY SEDIMENT TRACKED ONTO THE PAVED ROADS SHALL BE REMOVED
PROJECT VEGETATION PLAN. SEE DETAIL 5, THIS SHEET,
ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING AND CHECK DAMS
WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX INCHES.
2' FLAT SECTION
12" LAYER NCDOT #57 STONE
ON UPSTREAM FACE
4'
>0c0o0 O 00 0� O 000�00
000000000000000000 00
00060C)o 00 000 600
0
0°0
0 00° 000
°
DIREC T'ON
OF FLOW
3 CHECK DAM
C1 C1 NOT TO SCALE
STEEL PLATE DECK SURFACE
NOTES:
1, CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM,
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END,IT SHALL BE
REPAIRED IMMEDIATELY,
4. PROVIDE 12" MIN, FINE GRAVEL
ON UPSTREAM END OF CHECK DAM.
EXISTING LHA DECK
NOTE:
DESIGN OF NEW CONCRETE LHA DECK BY OTHERS NEW CONCRETE LHA DECK
NEW DIMENSIONS TO MATCH EXISTING
/ _'-:A DECK cECT!0'J
C\ 1i °iOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES ALL EXPOSED AREAS, WITH THE
EXCEPTION OF AREAS TO BE SODDED, SHALL BE SEEDED TO
THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
SEPTEMBER THROUGH APRIL:
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 50 LBS PER ACRE
MAY THROUGH AUGUST:
COMMON BERMUDA 40 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 RESISTENCE
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.
REVISIONS
ISYMI I DATE IAPPROVEDI
tl\\\% IIIGII� Illp/
0 FE S%0
157J�I
FNGINE...'•'•
ti
irrr FV IINuuF\1C.
t`
5 VEGETATION PLAN
1\1C1 C1 NOT TO SCALE
Cl
AV 0 LI S ENGINEERING, P.A. DDEPARTM ENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
P.O. BOX 15564, NEW BERN, NC 28561 M A RN E CORPS BASE
[phone], FAX [phone] CAMP LEJEUNE, NORTH CAROLINA
DES. JKAVELIS, P E SR-7 TARGETS
DR. R R. Doti/NS REPLACE LHA DECK
CHK. J.C. AVELIS, P.E.
SUBMITTED BY:
GRAPHIC SCALE DESIGN DIR. SITE EROSION CONTROL PLAN
a0 0 15 30 60 120 APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
F 80091 4504214
( IN FEET) SATISFACTORY TO: DATE CONSTR. CONTR. NO. N62470-03—B-1945
I inch = 30 ft. SCALE: NOTED SPEC. 05-03-1945 SHEET 2 OF 2

LOCATIEN
t. dive
rsaw
Words
Tuscarora
Trenton AK /
ven ■ I
Hit(
ace
e
Jack
F
Rldge
((���yyH/ampstead
Scott Hill
P
Acme /
Wilmington
Ha
MAP
LEJEUNE)
76 Bolton Leland
s' Q'
VICINITY MAP — CAMP L_EJEUNE, N,C,
CEIRPS
NC
12000
NEW RIVER
SNEADS
ROAD
Y ��2
LH ECK WORK ARE
NEW
lln_4
BACK GATE
----HWY 172 BRIDGE
FERRY POINT
AREA .,MAP NOT TO SCALE
LAND i� NG HEL COPTER ASSAULT DECK
LHA DECK
INDEX OF DRAWINGS
SHEET NUMBER
CS
Cl
C2
C3
C4
C5
E1
E2
EXISTING
TITLE
COVER SHEET
EXISTING CONDITIONS AND DEMOLITION
SITE LAYOUT
SITE GRADING PLAN
LHA DECK PLAN, SECTION, & DETAILS
DETAILS
SITE ELECTRIC PLAN
ELECTRIC DETAILS
LEGEND
CLEARING LIMITS
DIVERSION DITCH
TREE LINE
- -86- - CONTOUR
+ 97.0 SPOT ELEVATION
DIRECTION OF FLOW
ABBREVIATIONS
AC ACRES
SF SQUARE FEET
TYP. TYPICAL
N NORTHING
E EASTING
NEW
86
+ 97.0
SPECIAL SCHEDULING REQUIREMENT
THE CONTRACTOR SHALL COORDINATE
CONSTRUCTION ACTIVITIES WITH RANGE
CONTROL THROUGH THE CONTRACTING
OFFICER.
NOTE:
NO SECTION 404 WETLANDS ARE LOCATED WITHIN
THE PROJECT BOUNDARY.
APPROVED
t=M CAROLINA ENVIRONMENT.
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
I-I-�JAto-7Zc%) -
NOV 17 MM
pxoa SW� I ?_/!O/ /✓ivC

NEW RISER HQw NSW
CLASSIFICATION SA,
300.44'
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL INFILTRATION BASIN, VEGETATED SWALE, AND CHECK DAMS.
5. CLEAR AND GRUB SITE
6. REMOVED METAL PLATE PAD AND CONSTRUCT NEW CONCRETE PAD.
7. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
8. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT
SHALL BE OBTAINED FROM THE FRENCH CREEK BORROW PIT.
2. THE RECEIVING WATER COURSE FOR THIS PROJECT IS
THE NEW RIVER, CLASSIFICATION C, HOW, NSW.
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION,
GENERAL DEMOLITION NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL
UTILITIES IN THE WORK AREA LOCATED PRIOR TO STARTING WORK
2. CONTRACTOR SHALL REMOVE ALL DEMOLITION AND CLEARING
DEBRIS FROM SITE.
A EXISTING CONDITIONS AND DEMOLITION
C1 C1 SCALE: 1"=30'
PROJECT LIMITS/
LIMITS OF DISTURBANCE
5.81 ACRES TOTAL CONTRACTOR &
_ - NEW RIVER
CLASSIFICATION
HQW
SA SW
.,
Sdq as4awgn5 gad
44aoN PuO xo-jddV
102.4 f ��
-- - -- — _ _
— — — -- — -- — — —
- SITE TBM - ROD
o _ " -'e ASSUMED ELEVATION=100.0' _
T_1_ -
1 E=2480946.33
L WOODED AREA TO BE
1
CLEARED -&-GRUBBED
WOODED AREA TO BE PROJECT DRAINAGE BASIN
— CLEARED & GRUBBEDc� 3.97 ACRES -i/
— —CL- — -- — — — — - -
- -- — C+- — — —
-PROJECT DRAINAGE BASIN -
- 3.97 ACRES I
i
PROJECT LIMITS/
I ' XISTING GRAVEL LIMITS OF DISTURBANCE
RIVE TO REMAIN 5.81 ACRES TOTAL CONTRACTOR &
— — — a' GOVERNMENT WORK AREAS
PROJECT LIMITS/ ---
ERSION CONTROL DEVICE MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS
OR SEDIMENT TRAPS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5. THE INFILTRATION BASIN SHALL BE CLEANED OF ALL
ACCUMULATED SEDIMENT UPON COMPLETION OF
CONSTRUCTION AND ESTABLISHMENT OF PERMANENT
VEGETATION. RETURN TO ORIGINAL DESIGN GRADES
AND VEGETATE.
e
LIMITS OF DISTURBANCE ` `- --- ---- -
5.81 ACRES TOTAL CONTRACTOR &' _
GOVERNMENT WORK AREAS
-.-CL
1EXISTING WOODED
AREA TO REMAIN /
EXISTING WOODED
AREA TO REMAIN
DEMOLITION WORK ITEMS:
(j)EXISTING METAL PLATING, ANCHORAGE SYSTEM, AND LIGHTING SYSTEM TO BE REMOVED
BY THE GOVERNMENT.
(2)EXISTING DITCH TO BE REGRADED. SEE SITE GRADING PLAN
®EXISTING 15" RCP TO BE REMOVED.
®POLE ANTENNA AND RECEIVER (L-854) TO BE REMOVED BY THE GOVERNMENT. POLE TO REMAIN
®AIRPORT LIGHTING CONTROL PANEL TO BE REMOVED BY GOVERNMENT. DISCONNECT POWER
AND CONTROL WIRING.
©REMOVE TWO (2) 3/4" PVC CONDUITS AND ASSOCIATED WIRE.
®REMOVE POLE MOUNTED 100 AMP DISCONNECT SWITCH.
®REGULATOR TO BE REMOVED BY GOVERNMENT,
Q9 REMOVE EXISTING 8KV CONDUCTORS.
®FOUR (34) EDGE LIGHT FIXTURES, TRANSFORMERS, PLUGS,
AND ASSOCIATED CABLES TO BE REMOVED BY GOVERNMENT
®FORTY EIGHT (48) RUNWAY LIGHT FIXTURES, TRANSFORMERS, PLUGS,
AND ASSOCIATED CABLES TO BE REMOVED BY GOVERNMENT.
®AREA TO BE HYROAXED BY GOVERNMENT.
EXISTING OVERHEAD
POWER TO REMAIN
—EXISTI 1IGG GRAVEL
DRIV TO REMAIN
JTING GATE
N
C
HH HM 172
0
01'0t0
GRAPHIC SCALE
0 '5 30 60
30
SCALE: 1" = 30 FEET
NOTE:
NO 404 WETLAND AREAS EXIST WITHIN
THE PROJECT BOUNDARIES.

PROJECT DRAINAGE BASIN �;rM
3.97 ACRES I INFILTRATION BASIN REVISION
NEW RIVER
NEW RIVER QW NSW CLASSIFICATION SA, HQW, NSW
CVASSIFICAfION SA, H
Sdq ia;aujgns aad
y}aON puO xoiddy
o
NC 0Y 172
i
A SITE LAYOUT
C2 C2 SCALE: 1"=30'
RAINAGE BASIN
GRAPHIC SCALE
30 0 15 30 60
SCALE: 1" = 30 FEET

W RNER W N
SS F CATION SA, HQ SW_-=-
Af�A 4T MAX POOL = 15,468 SFI LIMITS OF
tiORGINAL
1tNFiRATICAPACITY = 14,751 C STEEL PL TING1v1
. _ _ _ SITE TBM -ROD
ASSUMED . ELEVATION=100.0'
- — = -- --- -- -- —_ _ 4
N 3101623
:9
CIL
_.SILT FENCE - B
C3 C5 I
I
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS,
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3.INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL INFILTRATION BASIN, VEGETATED SWALE, AND CHECK DAMS.
5. CLEAR AND GRUB SITE
6. REMOVED METAL PLATE PAD AND CONSTRUCT NEW CONCRETE PAD.
7. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
8. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
NOTE:
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT
SHALL BE OBTAINED FROM THE FRENCH CREEK BORROW PIT.
2. THE RECEIVING WATER COURSE FOR THIS PROJECT IS
THE NEW RIVER, CLASSIFICATION C, HOW, NSW.
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES, IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION
GENERAL DEMOLITION NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL
UTILITIES IN THE WORK AREA LOCATED PRIOR TO STARTING WORK
2. CONTRACTOR SHALL REMOVE ALL DEMOLITION AND CLEARING
DEBRIS FROM SITE,
A SITE GRADING PLAN
C3 C3 SCALE: 1"=30'
ERSION CONTROL DEVICE MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS
OR SEDIMENT TRAPS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5. THE INFILTRATION BASIN SHALL BE CLEANED OF ALL
ACCUMULATED SEDIMENT UPON COMPLETION OF
CONSTRUCTION AND ESTABLISHMENT OF PERMANENT
VEGETATION. RETURN TO ORIGINAL DESIGN GRADES
AND VEGETATE.
LEGEND
� SILT FENCE
� : 3 CS
® CHECK DAM C
C3 C5
OF CTION ET E PROTECTION C3 CS
NOTES:
1.VEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH PROJECT VEGETATION PLAN. SEE DETAIL G,
SHEET C5.
0
CONTROL ENTRANC
\C3 C5
0
NC HWY 172
joLe
GRAPHIC SCALE
30
p
15
30
60
SCALE
=
30
FEET
HAND AUGER PROFILE
DEPTH
DESCRIPTION
0" -
18"
BROWN, SANDY LOVE
18"
28"
TAN, FINE SAND
28"
- 60"
ORANGE, SANDY CLAY
60"
- 90" 1
TAN ORANGE CLAY WITH TRACES OF SAND

kE :'I I7NS
I -"vY I I DATE HPFREVED
5/8" Ox2'-6" SMOOTH
@ 2'-6" O.C. PROVIDE
TRAVERSE CONTRACTIC
LINE 2, 3, 4, 31, 32, ,
A LHA DECK
C4 C4 SCALE: 1"
57' 114.5' 114.5' 114.5 94.50'
_ 23.75' ,4.5 26.00' I 18.00' 21.00'
CD
2' WIDE WHITE, TYP. 2�x2' SOLID o
CD® POSITION 6 ® POSITION 5 ® YELLOW, TYP
_- -
o ! POSITION 4IN
POSITION 2
-
® -- - - - -
® CN
2'x2' -SOLID WHITE TYP. -
7� �-�-�_�-� � _ � TRAMLINE
- 2'x2' SOL16 WHITE, TYP. TOUCH 7NMARK NG 5 TO
\ TYPICAL OF 6 CL
- TRAMLINE (WHITE)
SEE DETAIL
0
0
RUNWAY DESIGNATION
CD _
_ - SEE DETAIL o
- - - -- o
_ __ -__ .__ _____._ CL SAFE PARKING LINE
00
SAFE PARKING LINE (RED AND WHITE)
o ._ _ SEE DETAIL _ CD
. . . . . . . . . . . . . . . . . .
TOUCH DOWN MARKING -
TOUCH DOWN MARKI G-
\ POSITION 3 - POSITION 1
MOK'RIDE OUIN B GVE MNT • • • • • . • .\\ \ -
......... \ 0
\ \ \\o \\\\\\\\\\\\\\\N\ \\\\� \\ — - -- - - - ® - --- - - ---® --
. . . \
Ooommmm
SITION 3 ® POSITION
T 213.34' 55.17' t
LHA DECK STRIPING PLAN -ENLARGED VIEW
4 / SCALE: 1"=20'
STEEL PLATE DECK SURFACE
STEEL ANCHORS
EXISTING LHA DECK-DEMOLITON
495.00'
NEW CONCRETE LHA DECK
C LHA DECK SECTION
C4 C4 NOT TO SCALE
118.00'
THICKENED EDGE CONCRETE SLABl000e\
8" STONE BASE '
NEW CONCRETE LHA DECK COMPACTED �-
D LHA HECK SECTION
SUBGRADE
C41C4 NOT TO SCALE
112,83'
114,33'
I.- %IT CC Al AAIT
NO. 5 DEFORMED STEEL BARS, 2'-6" LONG
@ 2'-6" O.C. PROVIDE AT LONGITUDAL
CONTRACTION JOINT LINE B & H
LONGITUDINAL
JCINT SEALANT PAINT & OIL ONE
SEE DETAIL FEND OF DOWEL
N
JOINT SEALANT
SEE DETAIL
54.50'
PAINT & OIL ONE
END OF DOWEL
0
5/8"0x2'-6" SMOOTH DOWEL
@ 2'-6" O.C.
CONSTRUCTION JOINT ( )
PAVEMENT
SURFACE
-POURED JOINT
SEALER -
-5/8"0 BACKER
MATERIAL
INITIAL
SAWCUT (1/8°)
y
FAVEME UT�I'eo�,
SURFAC
u
p
POURED JOINT
SEALER
5/8"4 BACKER
MATERIAL
�- 5/8" Dx2'-6"
SMOOTH DOWEL
JOINT) %
ABUTTED
@ 2'-6" O.C.
PROVIDE AT
BOTTOM CRACK
r JOINT
TRAVERSE CONTRACTION JOINT
TRAVERSE LINE 2, 3, 4,
31, 32, & 33,
CONTRACTION JOINT SEALANT
CONSTRUCTION JOINT SEALANT
CONTRACTION JOINTS (CJ)
POURED JOINT SEALANT
DETAILS (BACKER MATERIAL)
GRAPHIC SCALE
E SLAB -ON -GRADE JOINTS &
DETAILS
0 to 20 40
20
C4
C4 NOT TO SCALE
SCAT E 1" = 70 FFFT
C
r
III
SAFE PARKING LINE (ALTERNATING RED/WHITE STRIPE
NOT TO SCALE
r,
o TAP TYP. TYP.
i
Lo p
TRAMLINE (WHITFj
NOT TO SCALE
RUNWAY DESIGNATION
NOT TO SCALE
21
TOUCH DOWN MARKING - POSITION 3
NOT TO SCALE
2' TYP
TOUCH DOWN MARKING POSITION 1
N DT TO SCALE
�7 7S' A F' '7 F' t ❑' of
a
N
2' TYP.
TOUCH DOWN MARKING POSITION 2 4 5 & 6
SEAL' NOT TO SCALE
15738
STRIPING DETAILS
rK'AVO;�O•
j�'1�'1►�� C4 C4 NOT TO SCALE
C4
AVOLIS ENGINEERING, P.A. DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
P.O. BOX 15564, NEW BERN, NC 28561 MARINE CORPS BASE
[phone], FAX [phone] CAMP LEJEUNE, NORTH CAROLINA
DES. J K, AVOLIS, P,E LANDING HELICOPTER ASSAULT DECK
DR. W,F-. FOSKEY LHA DECK
CHK. J C, AVOLIS, P.E.
SUBMITTED BY:
DESIGN DIR. LHA DECK PLAN, SECTION, & DETAILS
APPROVED: PWO OR OICC DATE SIZE CODE IDENT. NO NAVFAC DRAWING NO.
4550795
F 80091
SATISFACTORY TO: DATE CONSTR. CONTR. NO. N40085-05-B-6796
SCALE: NOTED SPEC. 05-05-6796 SHEET 5 OF 8

REVISIONS
20 --�
00000
00000
000°0
°°
0 ° 0
500000
0000 0
°°0 10
000 —
_0-0°0° 011
EDGE OF EXISTING
ROAD
;P)_�NOTTOEDIMENT TRAP
SCALE
SELF ANCHORING
METAL POST @ 6' O.C. MAX
6" LAYER OF COARSE AGGREGATE 12 GUAGE 6 X 6 WIRE MESH
OVER 12" LAYER OF STONE BASE FILTER FABRIC
COARSE 3
ow-
10'
8„ —
FLOW
3' —
N
B SILT FENCE
C3 C5 NOT TO SCALE
F_Lhly
TOP OF BANK=93.5' (MINIMUM) SCALE: —20 1 1/2-INCH STORM VOLUME ELEVATION=93.0
SEDIMENT CLEANOUT ELEVATION=92.25'
I r F BOTTOM ELEVATION=92.0'
TOP OF BANK=93.5' (MINIMUM)
SECTION A -A
NOT TO SCALE
1 1/2-INCH STORM VOLUME ELEVATION=93.0'
SEDIMENT CLEANOUT ELEVATION=92.25'
F—BOTTOM ELEVATION=92.0'
Ln
1� Ln �1
3 3
Ln SECTION B-B
NOT TO SCALE
D NFILTRATIQN BASIN PLAN & SECTIONS
C3 C5 SCALE AS NOTED
»" u�,7 CTnAIC
a
a
FLOW
DIRECTION
DC5HECK DAMNOT TO SCALE
0
CMP
Do - AS INDICA
Do - AS INDICATED
FILTER FABRI
SECTION A -A
NOTES:
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2, SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
4. PROVIDE 12" MIN. FINE GRAVEL
ON uF'SIREAM END OF CHECK DAM.
0
00 °o oo'o
00000
0 0 00 ° O°0000
00 8 o0 0 00 0°00
� °° °° ° ° °00 A
00
O° ° W
0o RIP RAP
0
Oo o°
0
o0 0 00 0 00
0000 0�00
000
00000000000
0
PROVIDE 202 BOARD(S) ACROSS
1 /3 MIN. HEIGHT OF INLET
FACE OF PIPE TO PREVENT
SEDIMENT FROM ENTERING PIPE.
REMOVE AFTER VEGETATION IS ESTAB ISHED
La
6" RIP RAP-\
14"
NOTE:
1. PLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS INDICATED.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE
REQUIRED DEPTHS.
3. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
OVERLAP ALL JOINTS 1'—O".
E INLET/OUTLET PROTECTION
C3 C5 NOT TO SCALE
PROVIDE EROSION CONTROL MATTING
FROM TOP OF SLOPE TO TOP OF SLOPE
ALONG ENTIRE SWALE. SEE DETAIL H, SHEET C5
VEGETATED OUTLET SWALE
VEGETATED FLOW SPREADING SWALE
SYM
1 INFILTRATION BASIN REVISION
PROVIDE EROSION CONTROL MATTING
FROM TOP OF SLOPE TO TOP OF SLOPE
—.... , — 1r nrTn II L Qwa -FT r�i
3
F GRASS SWALE
C3 C5 NOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
SEPTEMBER THROUGH APRIL:
RYE GRAIN 100 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
COMMON BERMUDA 80 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 RESISTENCE
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.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES, IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION,
G VEGETATION PLAN
C3 C5 NOT TO SCALE
TOP OF BANK / EDGE OF FABRIC
6" MAX,
24" MAX.
+ _ - FABRIC
48"_MAX. STAPLES
CURLED WOOD MATTING WITH FIBREGLASS
ROVING. MIN. WEIGHT = 0.18/SF
DATE APPROVED
1/16/0 JKA
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. INSTALL MATTING IN CONTACT WITH SOIL.
5. BUTT ROLLS OF MATTING EDGE TO EDGE.
6. U-STAPLES SHOULD HAVE 6" MIN. LENGTH, 1" MIN, CROWN, AND A MIN. DIAMETER OF Q091
H CURLED WOOD MATTING
C:3 C5 NOT TO SCALE
C5
C5
IAVGLIS ENGINEERING, P.Q. DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
P.O. BOX 15564, NEW BERN, NC 28561 MARINE CORPS BASE
[phone], FAX [phone] CAMP LEJEUNE, NORTH CAROLINA
DES. J.K. AVOLIS, P.E. LANDING HELICOPTER ASSAULT DECK
DR. w,F FOSKEY LHA DECK
ICHK. J.C. AVOLIS, PE,
SUBMITTED BY. DETAILS
DESIGN DIR.
APPROVED: PWO OR OICC DATE SIZE CODE IDENT. NO NAVFAC DRAWING
NO. 6
F 8 0 0 9 1 CONSTR. CONTR. N0. N40085-05-13-6796
SATISFACTORY TO: DATE
SCALE: NOTED SPEC. 05-05-6796 SHEET 6 OF 8

l
N-rs'
GA
IS �Tl'f'
rKwru�tu Lnh 311 L
o°p°p°o°o°���1 SNEADS FERRY o00000o�0o°p°o°o°oo 0 000�
._ � —eta° o o ,
n�nC�nCnOC�O'� _{ � ,.. ,--, ,-, .-,���n�n����n�^��O _ O1.0„Or.��
0 0
O O o �--O r o WOODED AREA oFFSE1
O ° Q / 150
V DITCH
° � lzz
of CL��iTS _a.
O 150` CLEARING
R WELL /
CONCRETE RUB E
NOTE:
1. THE LHA PAD IS 550' X 96'
WOV 1 7 1992
DEM
®� # a211�1 —
99,49
100,55
WATER LINT:
J
A.pf-'1'vK• � •s �
SEA WALL
L�
i 1 hiL(f • t jLc
� o 0 0 00
�o 0 0000
150' CLEARING � � O ° ° O O
O n O ° -
L�.N� O
D °
° 0
o 0
191
v
99 v O O o
ol/
a.
O O OO
O O O
o O ° °
°O
> o
I95,05 0
CREEK BED
v°
o
0
0
°
o
00
00
°
o
o
°
o
o
00
0
0
0
°o
WKW!, aw V
MARINE WING SUPPORT SQUADRON 272
MKOMMSWOM WYER
A060MR1� N119N �.EOS4
w RQ - B
1 24 MAR
92
1 MU NTS
DM BY SSGT PRINE
Eff 1 OF 1
m LH
S11L..
—
AM. BY _
322

L
0
LAND USE MANAGEMENT SYSTEM
Coveroges
Blue: HYPSO
Red: SOIL
Green: HYDRO
Leed
Silt Fence - x x-x-
Dist bed So! l ---
TreeT ine — — — — ——
Selectee:
o
NORTH
I
U
J L U U y w G V L. V V V I. V 1.
MCB Camp Lejeune N.C.
Cartographer: Doug Piner
Date: 03 Jul 91
1
1
1
�I
- ECE
Approved by: --
n� NOV 1 7 1 9L
uU
_ 2 � Date: —————————————————————
�w
DEM
•OJ # 42 to
�'7 N
_--
� 1
W
_
=
REC. IVE
=_ =
NOV 1992
_
Wilmington Regional office
m—
_ O..
DEM
Projection: UTM Spheroid: Clarke, 1866
r

STA 8+00
EACH VERTICAL LIFE I1 e
1% SLIM FRI11 LEFT Td Rldw
STA 5+00
EACH VERTICAL LINE IS 2'
1% SLOE no LEET TO RIGHT
100,05 98'87 751
- 94,16 98,99
106
U
U
k!OV 1 7 1992
DEM
�J # R211v!_ e
,00
STA 1+00
EACH VERTICAL LINE IS 2'
1% SLOPE FU LEFT TO RIGHT
STA 4+00
EACH VERTICAL. LINE IS 2'
1% SUpE FROM LEFT TO RIGHT
1 •
99.05
1.
0
STA 5+50
EACH VERTICAL LINE IS 2'
1% SLLpE FROM LEFT TO RIGHT
,00
STA 0+00
EACH VERTICAL. LINE IS 2'
1% SLOPE F'R01 LEFT TO RIGHT
STA 3+00
EACH VERTICAL LINE IS 2'
1% IM FROM LEFT TO RIGHT
,00
11 tl
•• 1
-95.94
1.
DESIGN
SETTLED
TOP
FILTER FABRIC
1600 CU. FT./ ACRE
CROSS SECTION
2:1 SIDE SLOPE MAX.
�21" MIN.
4'-0" MIN.
3'-0" MIN.
STONE SECTION
-FILTER FABRIC
OVERFILL 6"
FOR SETTLEMENT
'EMERGENCY
BY-PASS
6" BELOW
NATURAL SETTLED
GROUND TOP OF DAM
I:I SIDE SLOPE MAX.
SEDIMEN I TRAP DETAIL
NOT TO SCALE

L H A - 2
i RECEIVED
OCT 30 1992
Wilmington Regional 01{tce
DEM
LAND USE MANAGEMENT SYSTEM
Covercs pe�ectee:
Blue: HYPSO
Red: SOIL
Green: HYDRO
Le end
S►lt Fence -xx
Dist rbed Soil
Tree ine-- — — — ——
I
/A\
f�
r
0
(� NORTH
Study A.rea Location
MCB Camp Lejeune N.C.
Cartographer: Doug Piner
Date: 03 Jul 91
Approved by: — — — — —— — — — — — —
Date: — —_ — —_ --
Projection: L'T��i Spherod: Clarke, 1866
�
I- U nimr n 2 1992
DEM
viol