10-02 Oversized Plans

P
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/Smi h Creek Channel
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25' 75'
Graphic Scale
Hydrographie Surrey by Atlantic Surveying & Design, August 5, 2000
200'
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Exhibit E
Master
-
Undisturbed Shallow Water Habitat
Created Coastal Marsh
Stormwater Treatment Pond
Indigenous Landscape Area
Existing Subsurface Contour
Proposed Subsurface Contour
Sediment Sample Location
a n
Oriental Harbor
Oriental, North Carolina
Aug. 1, 2001 Scale: 1" = 40*

I I II I 1
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WATER 5 TREET c,, k.a. West Water Street) 36' R/W
Parking Area "C"
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THIS PLAT 15 FOR PLANNING PURPOSES ONLY AND SHOULD NOT
BE LJ5ED FOR 5ALE5, DEED DE5GRFTIO1% OR REGORovr, PlJRPO5E5.
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///If/i�t1IRl11,`'\\`\\ O 25 50 1c
Property of
Oriental Harbor Marina. Mc
D.B. 377. Pg. 767
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Composite Asbuilt Plat of

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VICINITY MAP NOT TO SCALE
SITE OWNER
ORIENTAL HARBOR DEVELOPMENT CO., LLC
P.O. BOX 217
ORIENTAL, NC 28571
SITE DATA:
TOTAL SITE AREA: 5.16 Acres
SITE AREA -TRACT A: 3.0 Acres
SITE AREA -TRACT B: 2.16 Acres
SITE AREA INSIDE 75' AEC: 0,95 ACRES
BUILT -UPON AREA INSIDE 75' AEC: 4,532 SF = 10.9, OF AEC AREA
TOTAL # PARKING SPACES: 87 SPACES
TOTAL # SLIPS: 125
TOTAL PROPOSED DREDGE VOLUME = 36,000 cy
CONSTRUCTION SEQUENCE
1.OBTAIN ALL NECESSARY PROJECT PERMITS.
2.REVIEW PROJECT REQUIREMENTS AT PRECONSTRUCTI(.iN CONFERENCE
3.INSTALL SILT FENCING.
4.INSTALL GRAVEL CONTROL ENTRANCE.
5.CONSTRUCT DEWATERING BASIN -TRACT B.
6.CONDUCT DREDGING -TRACT A.
7.MAKE SITE IMPROVEMENTS -TRACT A.
81EVEL DEWATERING BASIN DIKE TO NATURAL ELEVAT ON AND
VEGETATE -TRACT B.
9.CLEAR CONSTRUCTION SEDIMENTATION FROM INFIi_TR TION BASINS.
10.SEED AND MULCH ALL DISTURBED AREAS UPON COMPLETION OF
FINISH GRADING.
11.REMOVE SILT FENCING, SEDIMENT TRAPS, GRAVEL CONTROL ENTRANCES
UPON ESTABLISHMENT OF FINAL VEGETATION AND PtVEMENT SURFACES.
DRAWING INDEX
C1 OVERALL SITE PLAN
C2 OVERALL SITE PLAN -EXISTING CONDITIONS
C3 ENLARGED SITE PLAN -TRACT A
C4 ENLARGED SITE PLAN -TRACT B
C5 ENLARGED SITE PLAN -MARINA AREA
C6 SITE DETAILS
C7 PERMANENT SPOIL DISPOSAL AREA PLAN & DETAILS
Greens Creek
1 RELEASE FOR PERMITS JKA 11/9/01
2 CAMA COMMENTS JKA 11/27/01
3 STORM WATER COMMENTS JKA 1/21/01
N❑, DESCRIPTION BY DATE
- ---- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- I Revisions
11KCABE
TOWN OF ORIENTAL-
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SEE SHEET CS FOR ENLARGED EN THIS AREA - -
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PK Nail NEW S TREE T
NOTE:
EXISTING CONDITIONS OBTAINED FROM A PHYSICAL SURVEY COMPLETED
BY ATLANTIC SURVEY & DESIGN OF NEW BERN, NC
CB Inv. Ed e of Pavement
2.2' IPF IPF —
S 4 °26'41 " E T
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rn Ownership Unclear I I I S
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N 82°13'38" E ° I ° ° See EXCEPTION O0
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�25.62' - DB. 358, PG. 67 -0I 5�
w ° Portion PARCEL THREE I I Now or Formerly ��
DOTM ° ° °a
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Go �,o Concrete I DB. 298, PG. 963 I
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206.53' Total IPF
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_ 8" Terra-cotta
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44.15'. - IPS _.2..34- 37.03'- IPF
7' MBS & DUE
50.01.
Top of Bonk
50.01'
e<
— — — — — —
Fence Online
Co<o5
nv. 2.9'
°
Property of
Oriental Harbor
° Concrete
Development Co.
`Pod,
DB. 262, PG. 128
w
Tract One
`n
Midyette
Helen Stevens
Development Co.
:D. S. 125, PG. 481
Fence Online �
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PARCEL ONE - TRACT
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1 RELEASE FOR PERMITS JKA 11/09/01
2 CAMA COMMENTS JKA 11/27/01
N❑, DESCRIPTI❑N BY DATE
Revisions
42 CB Inv.
E One Story CB Inv. 1.5'
l—
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1.3'
cn
a ° ° °o cee k One Story Porch �Q� 1 o
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15' MBS - - — Pad �,e�o I I� my
IPF - 10' DUE A
IPS 9 142.05' CA TV
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N 42°21'00" W `0� - 206.50 Total
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4`52' W 18.2'
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A C CURB INLET
C3 C6 C3 C6
rB BYPASS STRUCTURE
C3 C6
FNI ARGFD PI AN - INFILTRATION BASIN # 3
40LF 12 x18
CB#2 _ ---- --`- -
_ -
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5
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t
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DS#1 12x1 x5.2 R INFILTRATION BOTTOM
VB.C.
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6.0+
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SCALE: 1"=15' LL
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3
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D UYLET PROTECTION z
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EXI G RIP RAP R. N INFILTRATION /1RESTAURANT F 4RETAILF
STABILI ATION -TO RE i A BASIN #1'', ' (21500 (,0006S)
BOTTOM i Fi~E$. a
ELEV. = 3.51 a
6' WIDE \ 5 /2x 1 IURB INLET C d ° ---
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5LF 12x18 RCP 14 SPACE 9' h--I 9, -
° o ° \ DUMPSTER PAD B.C.
B4 B2 B1 I = 24 �" 11 SPACES @ 9 C 18' C 9 °SPACES C� 9' +6.1
=
4 R `,B.C. .C. OO s B.C.
° ° . ...__ _ �0 5'R I 9'R 5.8 5.8 'R 5' I R
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B48 B49 -
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\ CCONSTRIJCTE
PC. 'A', SL. 114-3
WETLAND AREA X °
x
5.4, 5.7 I
D OUTLET PROTECTIO
C3 C6 TYP. OF 4 +fi.051
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° B.C. N _ �, NFILTRATION D c 4
° ° 12x18 RC N d w ° _ BASIN #2 ,• j
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\ \ m Z 12,18 RCP 154.97 '
CS Z - _ IOLF 12x18 CP x
C34
Concrete
Drive
56 C33 AREA LIGHT : - - x I � i
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C8 ° �� B C x Frederick & Jeonluggqins Senter
C31 I x 155.75 U 4.4 DB. 151, PG. 447
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C12 C27 !- - -- - -- o ( \
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C13 x °° ° I EXISTING 8"
C26 ° x (D - TERRA COTTF
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° C14 o C25 00 SUMMARY OF
C ° _ DRAINAGE STRUCTURES
C24 \ 6' WIDE ST= 1CTURE RIM BOTTOM
°
C16 �, °o WOOD WA 51? B.c. C. CB #1 5.3 3.8
° C23 p\ CB #2 5.3 3.7
C17 EXISTI "R RAP SHOR LI 'GRAVEL CONTROL E ' B #3 5.6 4.1
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C19 ° °o c. DS #2 6.3 - 3.3
C20 °° ' - DS #3 5.2 3.3
,
° Q EXISTING =
RIPARIAN SETBACK ° C.
1 ° x ` EXISTING CURE i ET TO MAIN NOTE: ALL DISTURBED AREAS NOT
.°° • EXISTING CB INLET TO RFWAIN COVERED WITH IMPERVIOUS
° o .�'1 � � -- RIM=
IPARIAN LINE/ EXT SION OF WATER TR ET RIGHT-OF-WAY �, ,� SURFACES SHALL BE
_ , INV=1.3
-- - VEGETATED IN ACCORDANCE
EXISTING EXISTING 18` CPP WITH THE PROJECT VEGETATION
� � I -
A�ENLAR-G�ITEP�AN �1s•RCP
6' WIDE �� I ni A
Cl C3 SCALE: 1 "=�D' WOOD WALK
XISTING MH �-EXISTING CB
� RIM=5.0 RIM=
T�WN OF OPIENTAL «' INV=0.70 INV=15
BOTTOM ELEVATION=3.5'
TYPICAL CROSS SECTION - INFILTRATION BASINS 1-3
SCALE: NOT TO SCALE
r
1 RELEASE FOR PERMITS JKA 11/09/01
2 CAMA COMMENTS JKA 11/27/01
3 STORM WATER COMMENTS JK 1121102
NO. I DESCRIPTI❑N BY DATE
Revisions
TOE OF BRIDGE
\ EMBANKMENT
jx 4.54 .- -
0 3.5
\ INFILTRA ON
BASIN
BOTTOM \
\ ELEV. = 3.5
B
\ BYPASS STRUCTURE
J
C3 C6
00 \
EXISTING RN' RAP SHORELINE
I ABILIZATI0�1 -TO REMAIN
\ D OUTLET P OTECTION
O'O O
C6 v
oQ0000°
6' WIDE
WOOD WALK
\ 3.5
®I
DS#2 a
°
6' WIDE
WOOD WAL
1 \ ENLARGED PLAN - INFILTRATION BASIN '# 1
SCALE: 1"=15'
ZAa �
a
6.0 c
5.5+4 5.7+
a
Q L
a
Q G
--CONCRETE
DRIVE
a
a a a
54' _�l h
< 5.7+ cry
h
a
/e
////INFILTRATION
BASIN #2
BOTTOM
a ELEV. = 3.5
5. 1OLF 12x18 RCP
DS#3
a 3.5
54.5
79LF 1- 3 RCP
x (I
N EXISTING VEGETATED
DITCH
ENLARGED PLAN - INFILTRATION BASIN # 2
SCALE: 1"=15'
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
--I
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NOTES:
1, EARTHEN DIKE MATERIAL SHALL CONSIST OF CLEAN FILL MATERIAL OBTAINED FROM THE BASIN EXCAVATION.
ALL ORGANIC MATERIAL SHALL BE STRIPPED FROM THE BASIN AND DIKE AREA AND SHALL NOT BE UTILIZED
IN THE DIKE CONSTRUCTION.
2. DIKE CONSTRUCTION SHALL OCCUR BY PLACING FILL MATERIAL IN MAXIMUM 6-INCH LIFTS. EACH LIFT SHALL BE
COMPACTED TO A MINIMUM OF 95% OF ASTM D 1557.
CROSS SECTION @ SPOIL CONTAINMNET BASIN
SCALE: 1"=5'
50' RIPARIAN BUFFER -
LINE -LIMIT OF DISTURBED 1
AREA
TOP OF BANK/WE TLAND LINE
1
o
`� r1
A-
SILT '-ENCE -
C4
B GRAVEL CONTROL --
v C4 C6 ENTRANCE -
ASPHALT DRIVE
c� x N -
x-
_ 10' BUFFER TO
PROPERTY LINE 4.G4
5s8.oT OE OF SLOPE "307.02'X4
x 9
x
F— TOP OF SLOPE x 4.8 x§
x 5.2 240,92' 10" INFLUENT PIPE �
"� QC 10' BUFFER TO
ooll 00 TOE OF SLOPE -) I INVERT = 5.0'+11 PROPERTY LINE
WETLANDS,,/ 1 Cox C)
EXISTING ASPHALT ;AD
,1, MAXIMUM TOP OF SPOIL x �r TO BE REMOVED��
0 Q x
A_ 6
„ y 34.87'
w
) x 5.7 �-
C� x �- EXISTING DITCH
0 0 6' TO BE REMOVED
41 \ 00 1
TRACT B
1 0
o�
ow s:
+ INVERT =
J a
E SILT FENCES LOCA TOE OF SLOPE x
C4 C6 SET 1' UPLAND OF
Greens Creep WETLAND LINE 1' INL D OF 50' RIPARIAN
BUFF LINE
}
31.70 x
� o f
N
10" INFLUENT PIPE
N x
i
w
50' RIPARIAN BUFFER
i
DOT RIGHT OF WAY/RIPARI N LINE
• u Ue
A5 A4 A3
A2 Al
•
SMITH CREEK
ENLARGED SITE PLAN -SPOIL CONTAINMENT AREA
SCALE: 1"=30'
�s
INVERT = 0.0'
�o LINE-LIM! T ;!= DISTURBED
AREA
10" EFFLUENT PIPE
x TO STORMWATER RETENTION
/ POND SEE SHEET C2 FOR
CONTINUATION
x
w
00000
00 oo'oEXISTING RIP RAP BSI
° STABILIZATION-T
75' CAMA A:LIMIT
x..,
0
\ INFILTRATION
BASIN #1
10" EFFLU NjPIPE
0 STORMWAT ER RETENTION
cam' fl)/
I
79.95'
X'b x 4.B
4, F
N
161.36'
I;
x5.1 ono
197.55' ! °D z
7(�BUFFER w
TOE OF BRIDGE
EMBANKMENT
0 H WYw
BROAD STREET (80' RAW)
N 55 22'43' E
U, x 6
il0
X RETAIL
(2,T URANT / (4,000 SF)
XS
x � 4pAC A
CONTAINMNET BASIN DATA:
TOTAL SITE AREA = 2.16 ACRES
TOTAL DISTURBED AREA = 1.61 ACRES
TOTAL CONTAINMENT CAPACITY = 9,500 CY MAX.
SEQUENCE OF OPERATION:
1. OBTAIN ALL APPLICABLE PERMITS.
2. CONDUCT PRE CONSTRUCTION CONFERENCE.
3. INSTALL EROSION CONTROL DEVICES.
4. CLEAR, GRUB, STRIP BASIN AREA.
5. EXCAVATE BASIN AREA TO FORM CONTAINMENT DIKE,
6. INSTALL TEMPORARY SEEDING AND MULCH ON CONTAINMENT
BASIN OUTSIDE SLOPE A"'JD TOP,
7. INSTALL INFLUENT AND EFFLUENT PIPING.
8, PERFORM DREDGING - 9`00 CY MAXIMUM.
9. ALLOW SPOIL TO DEWATER.
10. EXCAVATE SPOIL AND TRANSPORT TO PERMANENT DISPOSAL SITE.
11. REPEAT STEPS 7-9 AS NEEDED TO COMPLETE DREDGING (3.8 CYCLES).
12. GRADE CONTAINMENT DICE TO LEVEL BASIN AREA.
13. SEED AND MULCH ALL DISTURBED AREAS.
14. REMOVE EROSION CONTROL DEVICES.
ADDITIONAL DEWATERING REQUIREMENTS:
1. THE DREDGING CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FULL TIME
SUPERVISION OF THE DEWATERING OPERATION INCLUDING POSTING (1) FULL TIME
PERSON IN THE IMMEDIATE AREA OF THE CONTAINMENT DIKE TO ENSURE THAT
DIKE EROSION, OVERTOPPING OR OTHER THREATING CONDITIONS DOES NOT OCCUR.
THIS PERSON SHALL BE IN POSITION AND IN DIRECT COMMUNICATIONS WITH
THE DREDGE OPERATOR AT ALL TIME DURING DREDGING OPERATIONS.
GRAPHIC SCALE
30 0 95 30 60
( IN FEET )
1 inch = 30 ft.
120
CARS
SEAL
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5 - o Q 50.0 75.0' _�. 50.0' _� 10' (_ 40.0' 60.0' 30.0' 10' 30.0' 45.0'
-- SLIP FAIRWAY SLIP SLIP FAIRWAY SLIP SLIP FAIRWAY
HIGH WATER LEVEL +0.7 ± 1 ::5
2.5' FREEBOARD-- , �
NWL
0 = 0 NORMAL WATER LEVEL _ _ _ _ _ _ _ __ _ _ _ _ T��T _ _ _ _ _ _ � _ � _ _�� NWL
- A-DO(K ( o r PROPOSED o
± h I i U
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EXISTING GRADE o PROPOSED "-
GRADE X /
5 x V y i Y' X x Y i u
y
,'� 0v� THROUGH \k X % u''x'Xk : �w v ,
- DREDGE MATERIAL-36,000 CY
-HIGH CAPACITY STEEL OR
CONCRETE PILE, SIZE AND
DEPTH AS PER ENGINEER
!DOT RIGA OF W Y RIP RIAN LI -- — LIMITS OF
NE
I —.
c
A-DOCK (FIXED)
A42
° CLOSED HEAD POLICY -
A41 & SEA TURTLE PROTECTIO
A9 A8 A7 o A6 A5'1 • ° IGNAGE TYP. OF 3
• • LC) • • A3 A2 Al T` RIP RAP SHORELINE
I' _ • STABILIZATION -TO RE IN
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• B10
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B42 B43 I
B44 B451 � ---- B �` ,,B 47\
/ I B48 B49
A 1 /``� B12 B41
o CONSTRUCTED
A36 ��
� — I WETLAND AREAQO
A18 B13 B40 _ DILAPIDATED
�PIER TO BE
B 3 9 0 � I REMOVED .
z A35 A19 B14 C�3 C2 Cl
• �.
o'(o • . B38 15, C
0 15 0
o A20 B15 •
Q 7 \ i C5 C34
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I z "-' I TYP. B36 C33 I-
TYP. o
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\ TYPIC
75.0'
�— -- - A26 B21 50.0 B31 C13 C26
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I , � 6 0b ,
0
°° ` -- A27 \ I u 30.0 1� 30.0' C25
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NE
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A30 C23 RBD p
A29 - - B28 C17 WATER
°
B24 C22 °
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NO WAKE SIGNAGE �- B27 `
_PUMP OUT �
• C21
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FA ILITY B25 '� C19
�� B26 C20
15' RIPARIAN SETBACK ..
�b,
t>
F RTPARIAll LINE EXTEN ON OF WAT STREET RIGHT-OF-WAY - COMMUNITY DOCK i
A ENLARGED SITE PLAN -MARINA AREA -
SCALE: 1 =30 � �—.
C1 C5 „\ F� ' � TON 01 ORIENTALI
UNDISTURBED
SHALLOW WATER
HABITAT
- - 0
EXISTING GRADE
1
3 =-5
B PROFILE -MARINA AREA
C5 C5 HORIZONTAL: 1"=30' -
VERTICAL: 1 "=6'
1 RELEASE FOR PERMITS JKA 11/09/01
2 CAMA COMMENTS JKA 11/27/01
3 STORM WATER COMMENTS JKA 1/21/02
NO. DESCRIPTION BY DATE
Revisions
V//////
0000° -RIP RAP SHORELINE STAB IZA N
j000 TO REMAIN IN TRATION BASIN,
0
000 /
o°
000
000
A J'
B1
\ ° u
B4
B4 B48 B49
0 0
0 0
s
6,575 SF CJONSTRIJUED WETLAND
AREA SEE NOTES
0
I
I
0
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o 0
0 c2
Cl
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C5 C5 SCALE: 1 "=20'
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CS C5 SCALE: AS INDICATED
0
AREA LIGHT
TYP
CONSTRUCTED WETLAND NOTES:
1. COASTAL MARSH AND WETLAND
SPECIES PLANTING SHALL BE PROVIDED
IN THE CONSTRUCTED WETLAND AREAS
SHOWN.
2. THE OWNER SHALL DEVELOP A
DETAILED PLANTING SCHEDULE FOR
ALL CONSTRUCTED WETLAND AREAS
TO BE SUBMITTED FOR CAMA
APPROVAL.
3. THEOWNERSHALL PREPARE A
MAINTENANCE AND MONITORING PLAN
TO ENSURE THE SUCCESS OT THE
CONSTRUCTED WETLAND AREAS.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
I inch = 30 ft.
12C
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RIM ELEVATION
0
w
F--
U
0
z
Q
4" TYP
n
INVERT OUT
Illos"t
12x18 RCP BYPASS
CONSTRUCTED WETLY
RIM ELEV = 6.3'
CURB INLET FRAME/ COVER
NCDOT STANDARD 840.03, TYPE "G"
-ROAD
30" SQUARE MIN. 8" CONCRETE
�— GROUT ENTRANCE
STORM DRAIN PIPE
10"
a \ °
2" X 3' WOOD POST
NCDOT #57 STONE
RIC
MESH
2" X 3' WOOD POST
2O't
O0C��O
00 0
0 0 0 0 0 6" LAYER 0!- COARSE AGGREGATE
0 o O 0 OVER 12" LAYER OF STONE BASE
0 () - 0 COARSE
50' 00000
0 0
00 10'
A00000
°o°\o, 10
EDGE OF EXISTING --'-
ROADWAY PAVEMENT
rE_'�GRAVEL CONTROL ENTRANCE
CHIC,NOT TO SCALE
0 2"X4" KEY SELF ANCHORING
18" METAL POST @ 6' O.C. MAX
#5 @ 12" O.C. E.W. 6" THICK NCDOT
rr6"MPACTED NCDOT #57 STONE #57 STONE AROUND 12 GUAGE 6 X 6 WIRE MESH
CONTRACTOR MAY PROVIDE PR-_ PERIMETER �\ ; j �,\
\\\\\ \ /j\ \/
BASIN AT HIS OWN OPTION \/V/V v v, 3 FILTER FABRIC
(�A STANDARD CURB INLET \/VA
C3 C6 NOT TO SCALE BURY FABRIC 8" g„
FLOW
SECTION NEW CURB/DROP INLET \ \ \ \
PROVIDE SEDIMENT TRAP AT AL_ NEW
17„10 0rn TO C INLET PROTECTION CURB/DROP INLETS, 3>
C3 C6 NOT TO SCALE
RCP
;NONE ON BP_ �2)
TOP OF STRUCTURE = 5.8'
TOP OF WEIR -BASIN 1 = 4.5'
BASIN 3 = 4.5'
BOTTOM ELEV = 3.3'
HANN ) = 4.4
BASIN 3 = 4.0'
PLAN
PIPE INLET FLUSH
WITH INSIDE WALL
6" MIN
7'x7'
GRADE
MANHOLE SLOPE AS NOTED
FRAME & GRATE
CONCRETE TOP
8" CMU
PIPE TYPE & SIZE
AS INDICATED
INV IN = 3.6'
#5 DOWEL
3 EACH SIDE
BYPASS DRAINAGE STRUCTURE DS#1, DS#2, & DS#3
NOT TO SCALE
C
4'- 6"
000O00
O\Oo0 00
RCP 000 O O °
00 0
000
00
SIZE AS INDICATED °
FL -OW 00 RI[
7-71 1, 000
CPO 0
U00 000
0000
o 0 0 \�
FILTER FABRIC
SECTION C-C
NOT TO SCALE
0
O O 0 ° 00�0
° \OOOO
OOO
00
00
00
o C
0
0
0
OO
O 0
00 0
\0 0
oO\\\c> 000
oO
RIP RAP —
i
NOTE:
1. PLACE STABILIZATION AT ALL CULVERT OUTLETS UNDER
ROADWAYS IN ACCORDANCE WITH THIS DE -IL.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO TH
REQUIRED DEPTHS,
J. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDE`
OVERLAP ALL JOINTS 1'-0".
4. RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
D OUTLET PROTECTION
C3 C6 NOT TO SCALE
5
4
6'WIDE WOOD
12
WALKWAY BEYOND
— F1
\
3
2
HIGH WATER LEVEL +0.7'±
-V — _ ,-
0
NORMAL WATER LEVEL
-1
LOW WATER LEVE -0.7'±
(
�)
_2
3
-4
-5
-
o
Q
F-
WATCD UADITAT
Lr) U
rF SILT FENCE
VC,NOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONS I RUX1 1ION OF SWAGES, ALA EXPOSED rRLAJ
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
SEPTEMBER THROUGH APRIL:
RYE GRASS 50 LBS PER ACRE
TALL FESCUE 50 LBS PER ACRE
MAY THROUGH AUGUST:
COMMON BERMUDA 40 LBS PER ACRE
PROCEEDURE
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,
C VEGETATION PLAN
C3 C6 NOT TO SCALE
6 ODE WOOD 6' WIDE WOOD
WALKWAY - 3' MIN. WALKWAY BEYOND
ABOVE COSTAL MARSH SUBSTRATE
\\_—IT—
j
--------------
EXISTING GARDE
w =.
(D U)' PROPOSED GRADE
w Q
ry
�cn
O
COASTAL MARSH ZONE t _ _ - COASTAL 2 J 50' DWO NEUSE RIVER BUFFER UPLANI
6' WIDE WOOD
WALK
ASPHALT
PARKING
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PROPOSED GARDE WIDTH VARIES
rH PROFILE - WETLAND AREA
�C51C6)NOT TO SCALE
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VICINITY M A P
PJOI TO SCALE �AERIAL PHOTOGRAPH
Q
w
Q 10' 5,TOCKPILED TOPSOIL STRIPPED FROM
m TEMPORARY DIVERSION J SILL AREA.
J
DITCH -SEE DETAIL 3, 4
o THIS SHEET
V) 1
o o x�\
\\ \ \
\�\\\\\ \\\,\\\\\\ \\ \\
/ i\ \� v
NOTES:_
1. VFGFTATE SPOIL AREA AFTER FILL' ' A''TIVITIES IN
ACCORDANCE WITH 1 E PROJt C T VIF _,L ON PLAN, SEE
�CRSS SECTION @ FILL AREA DETAIL 4, THIS SHEET.
NOT TO SCALE
50' BUFFER TO PROPERTY LINE
DREDGE SPOIL- 432,000 SF @
2.25' DEEP = 36,000 CY
STRIP 6" LAYER OF TOPSOIL
FROM SPOIL DISPOSAL AREA.
STOCKPILE ALONG PERIMETER
OF FILL AREA. SPREAD TOPSOIL
EVENLY ON SPOIL MATERIAL FOR
FINAL COVER ON SPOIL MATERIAL
TO PROMOTE PLANT GROWTH.
j'JOT TO SCALE
20'-�
00000
0 0 0 0 0 6" LAYER OF COARSE AGGREGATE
0 o OVER 12 LAYER OF STONE BASE
0 0 0 0 0 COARSL
50' 00000
0 0
00000 10
O0o0C
0 0 ,
0000000 10
EDGE OF EXISTING
ROADWAY PAVEMENT
GRAVEL CONTROL ENTRANCL
NOT TO SCALE
1 RELEASE FOR PERMITS JKA 11 09 01
N❑. DESCRIPTI❑N BY DATE
MOUND DIVERSION DITCH MATERIAL
\ TO FORM BERM Revisions
TEMPORARY DIVERSION DITCH
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 GRASS 50 LBS PER ACRE
TALL FESCUE 50 LBS PER ACRE
MAY THROUGH AUGUST:
COMMON BERMUDA 40 LBS PER ACRE
PROCEEDURE
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.
VEGATATION PLAN
NOT TO SCALE
GRAPHIC SCALE
100 0 50 100 200
FLOW
SITE DATA:
TOTAL SITE AREA: 29.1± ACRES
TOTAL DISTURBED AREA: SPOIL FILL AREA 10.61 ACRES
HAUL ROAD 1.07 ACRES
TOTAL: 11.68 ACRES
TOTAL VOLUME OF SPOIL MATERIAL: 36,000 CY
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE CONSTRUCTION CONFERENCE.
3. INSTALL DRIVEWAY AND GRAVEL CONTROL ENTRANCE.
4. GRADE ACCESS DRIVE.
5. INSTALL TEMPORARY DIVERSION DITCHES.
6. STRIP TOPSOIL AND STOCKPILE.
7. TRANSPORT/PLACE SPOIL FILL.
8. FINNISH GRADE SPOIL FILL.
9. SPREAD TOPSOIL ON SPOIL MATERIAL.
10. SEED & MULCH ALL DISTURBED AREAS.
11. GRADE TO REMOVE TEMPORARY DIVERSION DITCHES & SEED.
12. REMOVE TEMPORARY DRIVE.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE
CHECKED FOR STABILITY FOLLOWING EVERY RAINFALL -PRODUCING
EVENT BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICI-S
IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS SHALL BE FERTILIZED, SEEDED, RESEEDED AS
NECESSARY AND MULCHED ACCORDING TO THE PROJECT
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 DIVERSION DITCHES WHEN
IT ACCUMULATES TO A DEPTH ONE-THIRD THE OVERALL DEPTH
OF THE DIVERSION DITCH.
�AB-N CSR-- -315
400
J
MPORARY GRAVEL
RIVE WITH 15" PE
RIVEWAY PIPE
OVERALL SITE PLAN -SPOIL DISPOSAL AREA
SCALE 1 "=100'
( IN FEET )
1 inch = 100 ft.