SW8000523_APPROVED PLANS_20200214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SWAiC70 �0�3
DOC TYPE ❑ CURRENT PERMIT
C�I APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
aoao OD- IV
YYYYMMDD

0
CD
t
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N
cn
VICINITY MAP
EXISTING AND PROPOSED IMPERVIOUS
DRAINAGE AREA 1 (LOW DENISTY)
DRAINAGE AREA = 346,744 SF
PREVIOUSLY EXISTING BUA = 65,340 SF
30% ALLOWABLE BUA = 84,421 SF
TOTAL ALLOWABLE BUA = 149,761 SF
EXISTING BUA
ACCESS ROAD/PLANT YARD/PKG/SIDEWALKS
= 59,457
SF
GRAVEL AREAS
= 38,233
SF
EX. BUILDING 1
= 22,025
SF
EX. BUILDING 2
= 22,824
SF
EX. BUILDING 3
= 12,152
SF
EX. BUILDING 4
= 12,072
SF
TOTAL EXISTING BUA
= 166,763
SF
CONVERT OLD GRAVEL AREAS TO PERVIOUS GRAVEL
= 38.233
SF
EXISTING BUA
= 128,530
SF
PROPOSED COVERED SIDEWALK & WALK
= 1,281
SF
PROPOSED PERVIOUS GRAVEL
= 51,446
SF
FUTURE OUTPARCEL 1
= 15,000
SF
FUTURE MISC --
4,950
SF
TOTAL IMPERVIOUS
= 149,761
SF
DRAINAGE AREA 2 (LOW DENISTY)
DRAINAGE AREA = 28.1797.17 SF
12% ALLOWABLE BUA = 33,815 SF
PROPOSED IMPERVIOUS
BUILDING = 24,000 SF
TRUCK WELL = 2,430 SF
FUTURE = 7, 38.5 SF
TOTAL IMPERVIOUS = 33,815 SF
PROPOSED PERVIOUS GRAVEL = 103,711 SF
NOTES:
1. PROPERTY IS NOT WITHIN 50' OF ANY SURFACE WATERS.
2. PROPERTY IS NOT WITHIN 575' OF HIGH OUALITY WATERS.
3. PROPERTY LOCATED WITHIN FLOOD ZONE X AND AE EL 7.
4. BOUNDARY, TOPOGRAPHICAL AND EXISTING FEATURES TAKEN FROM
DIGITAL FILE PROVIDED BY E. GLENN CORBETT, PLS OF THE
CULLIPHER GROUP, PA. NO REFERENCE MAP PROVIDED.
5. SITE STAKING INFORMATION IS COMPUTER GENERATED AND SHALL
BE REVIEWED AND CONFIRMED BY THE REGISTERED LAND SURVEYOR
PROVIDING CONSTRUCTION STAKING.
NCDEO STORMWATER CO-PERMITEES:
NABIL CHAANINE, SOLE PROPRIETOR
413 BLAIR POINTE ROAD
PO BOX 598
MOREHEAD CITY, NC 28557
CHAANINE VENTURES. LLC
KRISTIE CHAANINE, GENERAL MANAGER
413 BLAIR POINTE ROAD
PO BOX 598
MOREHEAD CITY. NC 28557
Hl&ov
r
EV1N CT Hl�s�7 NCDANIEL 5T / / ; ,
AUSTIN RD
nUS HwY TO
LIVE 04K ST
LENGTH = 62.22
RADIUS = 55.00
CH.BRG = S64°14`31"W
CH -LENGTH = 58♦95 �.
LENGTH = 22.39
RADIUS = 25.00 '�•
CH,BRG = S70°59'23"W
CH -LENGTH = 21.65 ♦' ♦�
4,
1USACE WATERS
OF THE US „ r
JA,� W rrrrr�r r.r
V ' � •r.
/ �•
G � / W r
• i�rrrrV`rr PROPOSED LOW
STORMWATER BO
�oe TO BE RECOMB I
.rr�.'rr`♦`O o HOUSE OF SILK
.Y rWr rrW
FOB • i O O {? Ci l: O C3 f O
' 2 �
rr �cpRop°SGRA�E'-
101] s -I 11 SF G tl tl ��
w
e
3.,
DOA
rr.r p� 1'IE�LS p
°-C) cJ � C cs
♦\�S90
98 , /
NSITY
DARY ♦�.
D WITH �•�
LOWERS '\
G `f`♦ PROPOSED LOW DENSITY��'���'
STORMWATER BOUNDARY Qc
LOW DENSITY DRAINAGE AREA LEGEND W � TO BE RECOMBINED WITH
.�.r HOUSE OF SILK FLOWERS g
USACE WATERS `�C o
r R OF THE US(A ' EIR
3c`5OE � ' r n �tl ct)
l
EIR A (} �1�Lq E I R
r+wr w
r c 1
�- �bo W �, cr 10()• PROPOSED
��� ' PERVIOUS GRAVEL
�rrr w c c`c a (6,890 SF)
o ea 0 COVERED
r
CARTERET COUNTY ♦ m �:ros�p,�t c SIDEWALK °
U► COMPACTION STATION 3¢R� PR�S GRANE� o I�
0
z�pE6 323 �) �a
� wra C tl@ O IOv
U) CONVERT TO PERVIOUS � ff° c� CONCRETE '
w GRAVEL = 1 , 837 SF
J I6�
WALK
cli
. -- z �r �P
PINCHTOP �.rr - - c CONVERT TO PERVIOUS,�``��
GRAVEL = 1 , 1 59 SF
¢
CONVERT TO PERVIOUS
GRAVEL = 1 1 , 246 SF
r r rr Yr r r '�✓^` . - ,,d I
+. W
O
"W
��--J BLEORE YOU DIG!
tl -� �---- — NC ONE CALL
( TOLL FREF )
r W . r � r r .,�.,„'-.,".-^", _.,.r-_'" .. �,s,-."�'"_e..- � � `' �-� � � � � ��i � � ��'� � � ' � '.� � x � x -i •'- � � `� `-'� � � i .✓"'���� ......-^"�-''~ � J J J J
4�
2.
w a KID ,LL,
1V
`m♦ i..(OR 1-800-632-4949 )
TO PERVI IT'S THE LAW!
CONVERT — GRAVEL = 23991
J
43'22"E
N77
2°i0.23
\,AO A
50
4 030
334 •��
SHEET 1 OF 4
PROJECT # PM1879-001
DESIGN FILE: PM1879-0011PM1879-001 CONSTRUICTION.dgn
C tl YO O @ .E,,J
R E I 0 S.
1, R VIS N
� ;:::: J — ��: No. BY I DATE DESCRIPTION
—
�
�JJ
J — S�-7 4453'
J -
- J
J -
- J
— J
J -
J-
J -
-
LEGEND
AC -
ACRE
LF -
LINEAR FEET
BLDG -
BUILDING
MAX -
MAXIMUM
BRG -
BEARING
MBL -
MINIMUM BUILDING LINE
CF -
CUBIC FEET
MIN -
MINIMUM
CL -
CENTERLINE
N/F -
NOW OR FORMERLY
CO -
CLEAN OUT
NTS -
NOT TO SCALE
DA -
DRAINAGE AREA
D.C. -
ON CENTER
DR -
DRIVE
R
- RADIUS
DIP -
DUCTILE IRON PIPE
RCP
- REINFORCED CONCRETE PIPE
EL -
ELEVATION
R/w
- RIGHT-OF-WAY
EIR -
EX. IRON ROD
SH
- SHEET
EDP -
EDGE OF PAVEMENT
SIR
- SET IRON ROD
EX -
EXISTING
STA
- STATION
FE -
FINISHED ELEVATION
TC
- TOP OF CURB
FF -
FINISHED FLOOR
TSW
- TOP OF SIDEWALK
FT -
FEET
TYP
- TYPICAL
INV - INVERT
—SF— SILT FENCE - -18- - - EXISTING CONTOUR
— LD — LAND DISTURBANCE LIMITS —19 PROPOSED CONTOUR
r,ry rS� EXISTING GRAVEL/CONVERT USACE WATERS OF THE US
TO PERVIOUS GRAVEL
�Q PERVIOUS GRAVEL EX CONCRETE
ti
I GYT 2/10/2020our P I
OW DENSITY SITE PLAN
HOOSE 0 Sl[K 10WEP
BEAUFORT. CARTERET COUNTY, NORTH CAROLINA
DESIGNED:
CLIENT: CHANNINE VENTURES,LLC RDC/GYT
,,���yssnurrrrryr�� ADDRESS: 413 BLAIR POINTE RD DRAWN:
CA R 0 ��iMOREHEAD CITY, NC 28557 RDC/GYT
0� s•••s5S/••
-; Q60 °tipAy% PHONE: [phone] CHECKED:
SEAL APPROVED:
36970
� ;••F ��., ��� THE CU L][.,gPH ER GROUP, P.A. GYT
'�� /� •.NG 1 NE..• ENGINEERING & SURVEYING SERVICES DATE .
�ryr�''F••••••�� 151A HIGHWAY 24 •
�hrArrrl1y��st�� MOREHEAD CITY, N.C. 28557 1 /15/2D2D
[phone] LICENSE NO. C-4482 SCALE:
ING . TURNER. P.E. DATE 1 "= 50'

i 7-

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fill j �I� 11 —t �► �' c� ` '
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LIMITS. 5 05 AC , r
rl���r�l r ► �_� � :C
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SILT FENCE,
TYPICAL , 1(
II TIw IfI+ II -Al
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II
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IIII� �r+r+
� �l'P TEMPORARY SEDIMENT TRAP 2 ` .r
LENGTH = 50'
WIDTH= - 25
III W �rir+ QE—P-T-H 3. 5
+I W
ifrly,+ all
r++I ',illrIr
iY I -of - -
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Ir!�
illy �I r
I �+
1�'111' 1 TEMPOR RY SEDIMENT TRAP 1
�irl��l YI i WEDTHH=-250
rw+�l DEPTH = 3.5' �� INV5.5
I
/ � ems-.,= :s- __ _-� _.� • \ /
/• _ _»vim = �' w �J-� =ate _ — '♦ /
����,� ;v w .ray Y'yr Y � — -t � •♦ A,� /
�• -= Yy w---——— ----'�--------- -
-- ----- --
_--- _--�3 ♦ -----------a---=
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YFE`b.9-------- --- - -- \ �♦
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CI
C)a��
000
r +
' INLET AND SUMP FOR
TRUCK WELL TO BE
_ Q£SIGNED BY OTHERS
10
(ti0�3�Ur FF9.00
0
\ TEMPORARY SEDIMENT TRAP 4 I+ \
\ LENGTH = 50`WIDTH ' '♦�
t I •�
6' \ DEPTH - 355' \
I '♦
s
LAND DISTURBANCE
LIMITS, 5.05 AC
+
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1v7 I CSHARGE LOCATI Nr
UNKNOWN; RE140UTE AS NEED
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SHEET 3 OF 4
PROJECT # PM1879--001
DESIGN FILE: PM1879-•001/PM1879-001 CONSTRUCTIONAgn
30 15 0 30 GC
SCALE: 1't= 30'
.�C1�4,
I
I
!
�
Milk
I
-4
f
Q
D
,f 00(° ' c",�� �` FE7.05
I
1.
STONE CONSTRUCTION ENTRANCE NOT REQUIRED UNLESS EXISTING GRAVEL
AND PAVEMENT DO NOT PERFORM AS REQUIRED.
2.
REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS.
3.
CLEAR AND GRUB SITE.
4.
INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
Z
5.
ROUGH GRADE THE SITE. CONSTRUCT TEMPORARY SEDIMENT TRAPS AND
CD
TEMPORARY DIVERSION DITCHES.
6.
SEED & MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN
=
7 DAYS OF LAND DISTURBANCE.
7.
BEGIN BUILDING AND TRUCK WELL CONSTRUCTION.
8.
FINE GRADE DRIVE AND PARKING AREA. PLACE PERVIOUS GRAVEL PER
THE PLANS.
9.
PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
10.
ONCE STABILIZED REMOVE SILT FENCING, SEDIMENT TRAPS AND TEMPORARY
/
DITHCING. REGRADE ANY ERODED AREAS AND REMOVE ANY ACCUMULATED
SEDIMENT FROM TEMPORARY MEASURES.
TEMPORARY SEDIMENT TRAP 5
LENGTH = 40'
WIDTH = 15'
DEPTH = 3.5'
CONSTRUCTION SEQUENCE
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS REQUIRED SHALL BE
COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON
THE PLAN.
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT
BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE REPLACED OR
REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
3.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED AS NECESSARY
ACCORDING TO THE SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE
VEGETATIVE COVER.
MAINTENANCE PLAN
Slopes steeper than 3.1 7 days
Slopes 3:1 or flatter 1 14 days
All other areas with slopes flatter than 4:1 14 days
If slopes are 10' or less in length and are
not steeper than 2:1,14 days are allowed.
7 days for slopes greater than 50' in length.
None, except for perimeters and HOW Zones.
LEGEND
AC -
ACRE
LF - LINEAR FEET
BLDG -
BUILDING
MAX - MAXIMUM
BRG -
BEARING
MBL - MINIMUM BUILDING
LINE
CF -
CUBIC FEET
MIN - MINIMUM
CL -
CENTERLINE
N/F - NOW OR FORMERLY
CO -
CLEAN OUT
NTS - NOT TO SCALE
DA -
DRAINAGE AREA
O.C. - ON CENTER
DR -
DRIVE
R - RAD[US
DIP -
DUCTILE IRON PIPE
RCP - REINFORCED CONCRETE PIPE
EL -
ELEVATION
R/W - RIGHT-OF-WAY
EIR -
EX. IRON ROD
SH - SHEET
COP -
EDGE OF PAVEMENT
SIR - SET IRON ROD
EX -
EXISTING
STA - STATION
FE -
FINISHED ELEVATION
TC - TOP OF CURB
FF -
FINISHED FLOOR
TSW - TOP OF SIDEWALK
FT -
FEET
EE
TYP - TYPICAL
IC L
INV -
INVERT
—SF—
SILT FENCE
--18--- EXISTING
CONTOUR
—Lb—
LAND DISTURBANCE LIMITS
S9 PROPOSED
CONTOUR
�1 y rEXISTING GRAVEL/CONVERT µ y USACE WATERS
TO PERVIOUS GRAVEL
OF THE US
PERVIOUS GRAVEL
DEX
CONCRETE
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
o_
( OR 1--800-632-4949 )
IT'S THE LAW!
REVISIONS:
Na I BY I DATE I DESCRIPTION
NLARGED LOW DENSITY GRADING PLAN
HOU E 0 1 1K [OWEP
BEAUFORT. CARTERET COUNTY, NORTH CAROLINA
CLIENT: CHANNINE VENTURES,LLC DESIGNED:
RDC/GYT
��ar�ri�w��frrrrryiU�i ADDRESS: 413 BL A I R PO I NTE RD DRAWN
�N•CAR O�a, MOREHEAD CITY, NC 28557 RDC/GYT
=0•AF�Ss►o•.•2 PHONE: [phone]$82 CHECKED:
,roQ •
SEAL APPROVED:
36970
�- THE CU LILI P]H]ER GROUP, P.A. GYT
►,9�'/�C;� 00i;:•', 1� ENGINEERING & SURVEYING SERVICES DATE: 1 /1 5/2020
�, 1151A HIGHWAY 24
hrhiit+intrit�►fIJ'1-� MOREHEAD CITY, N.C. 28557
OAAA(252) 773-0090 LICENSE NO. C-4482 SCALE:
ING TURNER, P.E. DATE 1 "= 30'
:j'y ^' ;,fit r i i�. ', r.:. 'tc � .r, .� ---` -t�,r; 's t b•-•�la._ _ TT'li'i � .•:�i ...
'jI=' a :ri�i,rll Syr,i'r• f rJ t �' i/ 1. i�, p i:::ft 1 t a
. l] � � [ ; I' �.ti S•„� =Sl�i':rJ f: , J s' t /,ti ,1 JF I,r��J r i� .� r :f}�;>.:s l�. {�
.. �,. i �[ .� rJl`}.'i. �.J•'fr[.-..• -. - .. -. ... .. t'!'rr:;:i :fi} F„vi�I•}�,�R,.�r.t{: __. ±_}..�'i..

.:.ib :z.���r�"_ta
MIN *4" ASTM #57 STONE NOT
MIXED WITH OTHER AGGREGATES
PERMEABLE GEOTEXTILE FABRIC
*ADDITIONAL STONE AND REINFORCING MAT MAY
REQUIRED ONCE GEOTECHNICAL ANALYSIS COMPLETE
JOINT SEALER
R {8„
PERVIOUS GRAVEL
v v v v
4 rr
I,Z' JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
i rr
R I�
e 1"
P P
h P e
8'MAX.STANDARD STRENGTH FABRIC
WITH WIRE FENCE
G'MAX.EXTRA STRENGTH FABRIC
WITHOUT WIRE FENCE
STEEL POST
WIRE FENCE
STEEL POST ` FILTER FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
WIRE FENCE \ �v NATURAL
8 -24 FEAST I C OR \ °° °° p ° ° GROUND
WIRE TIES I -11 �Il�;-- II it ° 0 00 °°�° UPS
LOPE
\� o"MIN
NATURAL '°� o o ° o° 8"MIN
GROUND 24 " °° ° ° O ° O °
O ° °
_ °D o 0 00°
„III-111 '8 "DOWN '8 4' :I — —1 1=III=III=1 °
FORWARD ALONG.
k THE TRENCH I \
t,
I I I I
24 i FILTER
d FABRIC CROSS SECTION
I i I I
VIEW
II II
k I I I
I I I I
INSTALLATION NOTES:
SCALE: NOT TO SCALE 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE.
CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE
TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST
1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
G. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT
LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE
FOR A TOTAL OF 4 TRIPS.
GROOVED JOINT IN SIDEWALK
4"
TOP OF SILT FENCE
MUST BE AT LEAST 1` S1LT FENGE
ABOVE THE TOP OF 4' MI /
THE WASHED STONE.
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOTE: NOTE:
A I,," EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS. A GROOVED JOINT 1" DEEP WITH {�e' RADII SHALL BE
A �/2" EXPANSION JOINT SHALL BE REQUIRED WHERE THE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS
SIDEWALK JOINS ANY RIGID STRUCTURE.
5' WIDTH
3000 PSI CONCRETE
{ PER F T . -----w-
4
4 11 p A P P P P Q P P P D
P Y P P P P
P P P
v
COMPACTED SOIL
TYPICAL SIDEWALK DETAIL
2' MIN'
SEED PER SEEDING
SCHEDULE
FLOW
IN
eTEMPORARY DIVERSION
4
LINE SLOPE W/
EXCELSIOR BLANKET
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
SCOPE IES SWALE:A PE VARIES
VqR LOPE 5 ,
1 SLOP BOTTOM ALE 1 SLOPE A" I SLID SWALE 2 SC E 5. 1 SWALE
= S' 2 SLOP.
OPE 4.1 SWALE 2= 3' SWALE
ri
i
(r
SWALE SECTION
SHEET 4 OF 4
PROJECT # PM1879--001
DESIGN FILE: PM1879-0011PM1879-001 CONSTRUCTION.dgn
SCALE: NOT TO SCALE
m-m-momm®®m®®a
si®■o■®®mommi
■I!1■®®®®®ii
®011®00®®®mi
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH --
FILTER OF #57
WASHED STONE
o`
6�
NOTES: BURY WIRE FENCE AND 411
HARDWARE CLOTH
1. REMOVE SEDIMENT WHEN HALF OF u BURY WIRE FENCE,
STONE OUTLET IS COVERED. FILTER FABRIC,
2. REPLACE STONE AS NEEDED TO -- ----�— AND HARDWARE
ENSURE DEWATERING. CLOTH IN TRENCH.
STEEL POST SET
MAX 2' APART MIN
2' INTO SOLID GROUND
i
16"MIN
3' FILTER FABRIC
APRON ON GROUND
BURY 6" UPPER EDGE
OF FILTER FABRIC
APRON IN TRENCH
OUTLET FRONT VIEW OUTLET SECTION VIEW
SCALE: NOT TO SCALE
eSILT FENCE AND OUTLET
4
GRAVEL
FACE
TOP OF SWALE
CONTINUE RIP RAP
UP SIDES OF SPILLWAY
�o
FLOW LINES TOP ELEVATION OF STORMWATER
CLASS B RIP RAP
FLOOD STORAGE 1'
�'• SEDIMENT STORAGE 3. 5r STABILIZED AREA
' r `1.•
�- --TRAP LENGTH
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
NOTES: WEIR WIDTH 4'MINIMUM
1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2. TRAPS ARE TO BE CLEANED WHEN SEDIMENT STORAGE ZONE IS FILLED.
APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT ELEVATION OF
HEIGHT OF SEDIMENT STORAGE ZONE.
4. TRAPS TO BE REMOVED WHEN VEGETATION HAS BEEN ESTABLISHED WITHIN SWALES.
5. OUTLETS MUST DRAIN TO STABILZED AREAS.
6. NO MORE THAN 1 ACRE SHALL DRAIN TO A SINGLE SEDIMENT TRAP.
6 TEMPORARY SEDIMENT TRAP DETAIL
4
SCALE: NOT TO SCALE
SEED BED PREPARATION
LIME----------------------------- 2 TONS/AC
10-10-10------------------------- 1,QOQ LBS/AC
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
TEMPORARY SEEDING MIXTURE
(DECEMBER 1 --APRIL 15)
RYE (GRAIN)---------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE)
(APRIL 15 -AUGUST 15)
GERMAN MILLET--------------- 40 LBS/AC
(AUGUST 15- DECEMBER 30)
RYE (GRAIN)----------------------- 25 LBS/AC
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50LB/AC KOBE.)
PERMANENT SEEDING MIXTURE
TALL FESCUE------------------------- 60 LBS/AC
PENSACOLA BAHIAGRASS------------- 50 LBS/AC
SERICEA LESPEDEZA---------------- 30 LBS/AC
KOBE LESPEDEZA------------------- 10 LBS/AC
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
COMMON BERMUDAGRASS-------------- 80 LBS/AC
MULCHING
STRAW(WHEAT, OATS, BARLEY,RYE)----- 1-2 TONS/AC (AFTER SEEDING)
(STRAW QUALITY SHALL BE DRY. UNCHOPPED & UNWEATHERED)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
AS PREVIOUSLY INSTRUCTED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
e SEEDING SCHEDULE
ETAIL
BEFORE YCU DIG!
NC ONE CALL
(TOLL FREE)
O
0
(OR 1-800-632-4949)
IT'S THE LAW!
IECEIVE REVISIONS:
Na BY I DATE DESCRIPTION
BY:
HOU E 0 11K OWEP
BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
CLIENT: CHANNINE VENTURES,LLC DESIGNED:
RDC/GYT
O���,, ADDRESS: 413 BLAIR POINTE RD DRAWN:
� MOREHEAD CITY. NC 28557 RDC/GYT
Q'.•'SSS/'•
°y PHONE: [phone] CHECKED
tip
.Q
SEAL
36970 : APPROVED:
�- THE CUILILIP Hi]ER GROUP, P.A. GYT
3 V4,c:NGINt—.'- ENGINEERING & SURVEYING SERVICES PATE
M�a lost ll MOREHEADWCITY, N.C. 28557
24 1/15/2020
�1 � [phone] LICENSE NO. C-4482 SCALE:
NG TURNER, P.E. DATE
1 "= 30'
t. •'PT ly .T�;lr 1 r .�f l�•�. F.. ,..� .}r ... =r T.- _____.
y J1 I�r � i 3 � r �: � rIF r'•: ., 1�i},rl"�: �! ��, r! �k 'S! �rFi � ;j,.

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10' MAX.
S
-�, n }
A.,g ega:P
i
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Wr e rr. -
N/F JUNE BRYAN
DB.353/465
f
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N'ilP 41 A
2 'A F'
1
J/F CARTERET CO.
DB.579/321
STEEL "T' POST
MIN. 10 GA. V
ON 6' X 6'
NOTES
FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
FILTER FABRIC SHALL BE MIRAFI
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
TING CONNECTORS.
STEEL POSTS SMALL BE 5'-0'
IN HEIGHT AND BE OF THE SELF
FASTENER 'T' SECTION TYPE.
N/F JUNE BRYAN
DB.353/465
i
n n
I I
""7 N
--------------
STEEL 'T' POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
/- SYNTHETIC WOVEN
{ FILTER FABRIC
SIDE VIEW
TO ANCHOR BOTTOM
DIG IN 6' DOWN k
6' OUT
GROUND LINE
�)'NA' A'
'0
F 4
w
v
0
�i
I
VICINITY MAP (N.T.S.)
/ ao 1 S F D _. r_
RI INLET _C/L DffChtCl MAOP 3 5PS
T CONC. WALK NV =0.55'
^- x3 / - - - PARKING
/ - FF. EL. =
t. v 6.4' ---
+ • -- - - - - - -vi v. f T\ \
\
+,R,
ai "TING before 19/
C} OxK i"G
k 2 EXIS
tP AETAL BLDG
—Z_j .._ - ? - EXISTNG
4 „ EXISTINGCV GRAVEL AREA RAVEL AREA
1`.
PROPOSED h
- GRAVEL �\ sr
30 RCP - �r— s / — — — i _ FEEL.= 6.4' -- , -
5 - O
- F .9'
� --- --- / F .EL 6 7.
- I :
_ _ EXISTING
__ / [E�X 5 ItNG -EXISTiiVG' /!
.. ��� `` �/ ♦ �� I - _ - �liG r AL v4D�i. i �_ _ _ _ �1 +�k /
� � � , - , � ,' �' 'METAL BLDG. � N 1=� WEYERHAEUSER CO.
NCGS MON. CAR 81
i
N/F CARTERET CO.
DB.579/321
/ •---- OVERHEAD ELECTRIC '^`r
J
,V\
4
..
EXISTING CONTOUR
5 r
EXISTING SPOT ELEVATION
A G"
PROPOSED SPOT ELEVATION
TS
6.10 =
TEMPORARY SEEDING
PS
6.11 .
PERMANENT SEEDING
RR
6.15 -
RIPRAP
n
6.62 .
SEDIMENT FENCE
- EXISTING IMPERVIOUS before 1988
J
\_17)WAN
RECEIVED
AUG 3 1 2000
` IDWQ
PROd #I
a EIP
MAP AND TOPOGRAPHIC INFORMATION WAS TAKEN
FROM PRIEST SURVEYING, P.C., dated 06/16/00,
- FILE # 99173, for NABIL T. CHANINE AND HANA N.
CHANINE.
EROSION AND SEDIMENTATION CONTROL IS BY
RAYBON ENGINEERING.
Lines Surveyed
h` ------ Lines Not Surveyed
CL------Center Line
CMS-----ConcreteMonument Set
D.B.----Dead Book
ECM -----Existing Concrete Monument
EtA-----Existing Angle Iron
IPF-----Iron Pin Found
IP5 —Iron Pin Set
EPKN----Existing PK Nail
ERR] ----Existing Railroad Iron
ERRS ----Existing Railroad Spike
PP_ Power Pole
MH Mobile Home
PKNS---- PK Nail Set
POB----- Point Of Beginning
RF SS ----Railroad Spike Set
R W------Right Of Way
DEED REF. 719/996
s�itrr�j f-..
.. SE _
w v
'`•, 'A r CAP',••'----�---T--______-,_._ _._..______________
' A
1 NCI, , DATE ' DE;,RrPTrOr'N