SW8000638_APPROVED PLANS_20020322

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 OOOl9 38
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

EROSION CONTROL NOTES:
1, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3- DISTURBED LAND AREA - 2.98 AC
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE
SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 30
WORKING DAYS OR 120 DAYS, WHICHEVER IS SHORTER.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. ADDITIONAL DEVICES MAY BE
REQUIRED AS AGREED UPON BY FIELD INSPECTOR, ENGINEER, AND OWNER.
7- IF ACTIVE CONTRACTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL
DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN
APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR AS
NECESSARY ALL DAMAGED EROSION CONTROL MEASURES.
SEEDBED PREPARATION
1. CHISEL COMPACTED TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTIUZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OF CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MUCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON. IF POSSIBLE, IF STAND SHOULD BE OVER 60%
DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY:
AGRICULTURAL LIMESTONE - 2 TONS / ACRE
FERTILIZER - 1000 LEIS / ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS / ACRE (20%)
MULCH - 2 TONS / ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL. / ACRE
CONSTRUCTION SEQUENCE
1. REQUEST PRECONSTRUCTION CONFERENCE WITH EROSION INSPECTOR.
2, INSTALL GRAVEL CONSTRUCTION ENTRANCE, INLET PROTECTION, AND PERIMETER
SILT FENCE.
3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER
INFILTRATION PIPES, SEDIMENT MEASURES, AND SWALES.
4. COMMENCE GRADING OPERATIONS FOR BUILDING, DRIVEWAYS AND PAVEMENT
CONSTRUCTION.
5. PROVIDE INLET PROTECTION DEVICES AS REQUIRED UNTIL FINAL GRADES ARE
STABILIZED WITH VEGETATIVE COVER.
6. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
7. REMOVE TEMPORARY CONTROL DEVICES (SILT FENCE, ETC.) ONCE PERMANENT
VEGETATIVE COVER IS ESTABLISHED.
EROSION CONTROL MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE
FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS
IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
4. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED
ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP
DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6"
DEPTH.
GRADING NOTES:
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
CLEARING AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
STOCKPILE.
4. COMPACT ALL FILE AREAS TO 957 OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH
NO GREATER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
B. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN
THE DIRECTIONS INDICATED ON THE PLAN.
TEMPORARY SEEDING
/
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cn WHERE \AO PS GROE PpO� DfP S GPREVEN\ "/� /
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3-
7z�111 �FPOo`DEfE
U NOON
��,�• � � � � tea' _ �De\' A �
AMOUNT/
TIME OF
FEf TILIZATION/1000 SF
GRASS TYPE
1000 S.F.
SEEDING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/1000 SF
GRASS TYPE
1000 S.F.
SEEDING
INITIAL
MAINTENANCE
MARCH - APRIL
EACH WEEKS
AUG. -SEPT.
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JUNE
25 LBS. 10-10-10
12 LBS. 10-10-10
1-2 LBS.N.
12 LBS. 10-10-10
FESCUE, TALL
5-7 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
(KENTUCKY 31)
FEB. THRU OCT.
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
LERICEA A SLOPES
5
REVISE DECK AND ADO GAZEBO
2/13/03
4
ISS1ED FOR CONSTRUCTION
4/5/01
3
SPOT GRADES AT FRONT OF BLDG.; GRADE NOTE UNDER BLDG.; BEND 10' STORNWATER OVERFLOW PIPE AROUND GREASE TRAP
1/19/01
2
REASONS AS PER NCDENR
10/10/00
I
REVISIONS TO NCDENR'S COMMENTS DATED 7/26/00
8/18/00
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
R0S.
0XD
ATLANTIC OCEAN 1%
NORTH
LOCATION MAP NO SCALE
GENERAL NO
ALL CONSTRICTION IS TO BE PERFORMED IN ACCORDANCE WITH
CURRENT TOWN OF OCEAN ISLE BEACH STANDARDS,
SPECIFICATIONS AND DETAILS.
ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL FIELD VERIFY EXISTING" TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN
THE DIRECTIONS INDICATED ON THE PLAN.
BOTH SEASONAL HIGH WATER TABLE AND SOIL INFILTRATION
RATES WERE OBTAINED FROM SOIL EVALUATION REPORT DATA
BY LAND MANAGEMENT GROUP, INC., DATED 05/18/00.
THIS SITE FALLS UNDER MAJOR CAMA PERMIT NO. 154-9B, WITH
THE STATE OF NORTH CAROLINA.
BENCHMARK ELEVATION IS 7.26, LOCATED AT EXISTING SSMH
RIM. SEE PLAN THIS SHEET.
RECEIVED
FEB 1 g; 2003
DWQ
PROJ# Sw�OC��38
M�5 p� OON ,,4' \ m OVERFLOW PIPING ELEVATION INVERT SCHEDULE:
,�► 19g9
�� G� ez�fr'\2 O Pao NORTH
\ \\ ��•r1v 29 p\CyCS�N 40' 0 40' 80'
�Sr�Nw�P e� `"`` EAN
ON,p P MP G SCALE: 1 "=40' (Horiz.)
wPSER �\"� Pp KEN EROM A��
�P
MEPN N\GH
v MzTQM&CREED
�243 NORTH FRONT STREET
Phone: [phone], Fax: [phone]
Wilmington, North Carolina
AA0002667
Internet Site: http: //www.mckimcreed.com
NORTH INV.
SOUTH INV.
EAST INV.
WEST INV.
DI1
---
---
8.40
---
D12
---
---
---
8.20
DI3
---
---
---
8.20
SDMH1
7.39
7.23
7.39
---
SDMH2
7.85
---
---
7.85
OCEAN ISLE WEST DESTINATION RESORT
PHASE 2, SECTION 3; ISLANDER RESORT
OCEAN ISLE BEACH, NORTH CAROLINA
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
LEGEND
HDPE - HIGH DENSITY POLYTHYLENE PIPE
GRATE = FINISHED TOP OF DROP INLET ELEVATION
INV = INVERT ELEVATION
FIE - FINISHED ELEVATION (SPOT ELEV.)
EDP - EDGE OF PAVEMENT (SPOT ELEV.)
TW - TOP OF WALL
BW - BOTTOM OF WALL
-10- - EXISTING CONTOURS
PROPOSED CONTOURS
INLET PROTECTION
VEGETATED FILTER
- _ _ _ _ _ - HOPE PERFORATED PIPE
AND TRENCH DRAIN
HDPE PERFORATED PIPE
AND TRENCH DRAIN
AND SOLID HDPE
OVERFLOW PIPE
SOLID HDPE OVERFLOW PIPE
HDPE JUNCTION WITH
SOLID COVER
DROP INLET STRUCTURE
WITH GRATE
DRAINAGE AREA BASIN
DISTURBED
LIMITS OF • •
X SILT FENCE
TEMPORARY GRAVEL
••••••
CONSTRUCTION ENTRANCI
NO WETLANDS
WITHIN PROJECT LIMITS
DATE: JUNE 7, 2000
MCE PROD. # 01566-0007
DRAWN MTA
DESIGNED MTA
CHECKED
PROJ. MGR. HPM
� J
SCALE
HORIZONTAL
1"=40'
VERTICAL:
NA
M&C DWG NUMBER
SHEET NUMBER
1
OF
STATUS: REVISION

EROSION CONTROL NOTES:
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3- DISTURBED LAND AREA = 2.98 AC
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE
SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 30
WORKING DAYS OR 120 DAYS; WHICHEVER IS SHORTER.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. ADDITIONAL DEVICES MAY BE
REQUIRED AS AGREED UPON BY FIELD INSPECTOR, ENGINEER, AND OWNER.
7. IF ACTIVE CONTRACTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL
DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN
APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
e. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR AS
NECESSARY ALL DAMAGED EROSION CONTROL MEASURES.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OF CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MUCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON. IF POSSIBLE, IF STAND SHOULD BE OVER 60%
DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTIUZATION AFTER PERMANENT COVER IS ESTABLISHED.
s APPLY:
AGRICULTURAL LIMESTONE - 2 TONS / ACRE
FERTILIZER - 1000 LBS / ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS / ACRE (20%)
MULCH - 2 TONS / ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL. / ACRE
CONSTRUCTION SEQUENCE
1. REQUEST PRECONSTRUCTION CONFERENCE WITH EROSION INSPECTOR.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, INLET PROTECTION, AND PERIMETER
SILT FENCE.
3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER
INFILTRATION PIPES, SEDIMENT MEASURES, AND SWALES.
4. COMMENCE GRADING OPERATIONS FOR BUILDING, DRIVEWAYS AND PAVEMENT
CONSTRUCTION.
5. PROVIDE INLET PROTECTION DEVICES AS REQUIRED UNTIL FINAL GRADES ARE
STABILIZED NTH VEGETATIVE COVER.
6. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
7. REMOVE TEMPORARY CONTROL DEVICES (SILT FENCE, ETC.) ONCE PERMANENT
VEGETATIVE COVER IS ESTABLISHED.
EROSION CONTROLMAINTENANCE PLAN: 1. ALL IDCONTROL PRACTICES
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE
FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS
IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
4. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED
ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP
DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6-
DEPTH.
GRADING NOTES:
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
CLEARING AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
STOCKPILE.
4. COMPACT ALL FILE AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH
NO GREATER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN
THE DIRECTIONS INDICATED ON THE PLAN.
NEW
S
W sE 2°S a
U P� EEsj PRE 5� \SN J V
p\RP\ EPSEMENAl
10 PGCESS
PROP �/
ECT
S\0 fRNGP E PNO EPRCH\\
00 PER OWNER
PIS
OESERS;NpOCORpORPS\OpPD ,
5\ZE 10 C 000E SE WNEEV
SRPNSFC?0 0_'Ej R\ 10 6 GONCRE OUM?510- p p0
81� 1303 6' X X �0 fi
8
S.\OCKP�E \
\1.1000 EEN\N PRE \
FENCE FOR SCR S'CRUCSNDER -CHPC.\OR \
�� ORS pR LEA` U CONSR
WHERE NO o G POO URF P� oo PPROEVENT
0U\\-a 0 \OE p0(\P F\VjER OPMP
TO pR S �EGE 120S0POKi
� SO`NPRNG• .,rZURE SE _��
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS,
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PFRMANFNT SEEDING
RGE � EPA'
`EP GK\NG PRP\SEO
NEW P00 5pGEFG�o OP\U\NGS
ZO 0Ef0UN�P
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF
MAINTENANCE
MARCH - APRIL
EACH 4-8 WEEKS
AUG. - SEPT.
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JUNE
25 LBS. 10-10-10
12 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE, TALL
LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
(KENTUCKY 31)5-7
FEB. THRU OCT.
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
LERICEA A SLOPES
5
REVISE DECK AND ADD GAZEBO
2/13/03
4
3
ISSUED FOR CONSTRUCTION
SPOT GRADES AT FRONT OF BLDG.; GRADE NOTE UNDER BLDG.; BEND 10' STORMWATER OVERFLOW PPE AROUND GREASE TRAP
4/5/Ot
1/19/01
2
ONS AS PER NCDENR
10/10/00
1
REVISIONS TO NCDENR'S COMMENTS DATED 7/25/00
:
•/18/00
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
F\RSS AWE
/
\ \ EXAR NG SE N
\ \ ISI-AND F 'SORT
\ PRv GR � 'IRPNG� ' /_ pP / ' 'EXIS11NONA'(1
4 IN R
E
\ - D
\ \�j
FEN GE �TCPI ow _ , ICE WE 2t SEC�ON"
� /`/ s� / 00 AN PHASE
aAL KS,
�.,
r
.NE RK\ G '1LOS
PP
OIL
Ar
p. _ RESPURPP\NO i�i
�X 5Z1N� SOP Wes
Rt /
RES
ST pEs oN� /
SLE WE SEGt%
SPA / o N I P �.
5G;E GEA HA
N
D G
NE`N W00 g3v
�PROUN
GW' �
AGE A K NGZ
\ i
\ RAIN DEG
POOH NE,', ,
\ NEw W &?'v) i .F. DzE \ BE 135AG
Flkl
COINS
M-J _
GPZEB° rn� '�-
-
\
OF66 °
w� EAN /
W PjER \ \NE PP EN \FROM P M A.LANt �G OG
MEPN \A\GN
v MIIQM&CREED
�243 NORTH FRONT STREET
Phone: [phone], Fax: [phone]
Wilmington, North Carolina
AA0002667
Internet Site: http: //www.mckimcreed.com
AN� ,
��
NORTH
40' 0 40' 80,
SCALE: 1"=40' (Horiz.)
ATLANTIC OCEAN 6%
NORTH
LOCATION MAP NO SCALE
GENERAL NOTES
ALL CONSTRICTION IS TO BE PERFORMED IN ACCORDANCE WITH
CURRENT TOWN OF OCEAN ISLE BEACH STANDARDS,
SPECIFICATIONS AND DETAILS.
ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN
THE DIRECTIONS INDICATED ON THE PLAN.
BOTH SEASONAL HIGH WATER TABLE AND SOIL INFILTRATION
RATES WERE OBTAINED FROM SOIL EVALUATION REPORT DATA
BY LAND MANAGEMENT GROUP, INC., DATED 05/18/00.
THIS SITE FALLS UNDER MAJOR CAMA PERMIT NO. 154-9B, WITH
THE STATE OF NORTH CAROLINA.
BENCHMARK ELEVATION IS 7.26, LOCATED AT EXISTING SSMH
RIM. SEE PLAN THIS SHEET.
RECEIVED
FEB 19 2003
DWQ
PROD # SWgyUC�Co38
NORTH INV.
SOUTH INV.
EAST INV.
WEST INV.
DI1
---
---
8.40
---
D12
---
---
---
8.20
DI3
---
---
---
8.20
SDMH1
7.39
7.23
7.39
---
SDMH2
7.85
---
---
7.85
OCEAN ISLE WEST DESTINATION RESORT
PHASE 2, SECTION 3; ISLANDER RESORT
OCEAN ISLE BEACH, NORTH CAROLINA
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
LEGEND
HOPE - HIGH DENSITY POLYTHYLENE PIPE
GRATE = FINISHED TOP OF DROP INLET ELEVATION
INV = INVERT ELEVATION
FIE - FINISHED ELEVATION (SPOT ELEV.)
EDP - EDGE OF PAVEMENT (SPOT ELEV.)
TW - TOP OF WALL
BW - BOTTOM OF WALL
-10- - EXISTING CONTOURS
/ PROPOSED CONTOURS
INLET PROTECTION
VEGETATED FILTER
- _ _ _ _ _ - HDPE PERFORATED PIPE
AND TRENCH DRAIN
HDPE PERFORATED PIPE
AND TRENCH DRAIN
AND SOLID HDPE
OVERFLOW PIPE
SOLID HDPE OVERFLOW PIPE
HDPE JUNCTION WITH
SOLID COVER
DROP INLET STRUCTURE
WITH GRATE
DRAINAGE AREA BASIN
DISTURBED
LIMITS OF . •
X SILT FENCE
TEMPORARY GRAVEL
•....•CONSTRUCTION ENTRANCE
NO WETLANDS
WITHIN PROJECT LIMITS
DATE:
JUNE 7, 2000
MCE PROJ. #
01566-0007
DRAWN
MTA
DESIGNED
MTA
CHECKED
PROD. MGR.
HPM
HORIZONTAL
1"=40'
VERTICAL:
NA
M&C DWG NUMBER
SHEET NUMBER
1
OF
STATUS: REVISION
i

EROSION CONTROL NOTES:
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2- GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. DISTURBED LAND AREA = 2.98 AC
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE
SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 30
WORKING DAYS OR 120 DAYS, WHICHEVER IS SHORTER.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. ADDITIONAL DEVICES MAY BE
REQUIRED AS AGREED UPON BY FIELD INSPECTOR, ENGINEER, AND OWNER.
7. IF ACTIVE CONTRACTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL
DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN
APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR AS
NECESSARY ALL DAMAGED EROSION CONTROL MEASURES.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OF CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MUCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON. IF POSSIBLE, IF STAND SHOULD BE OVER 60%
DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
s APPLY:
AGRICULTURAL LIMESTONE - 2 TONS / ACRE
FERTILIZER - 1000 LBS / ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS / ACRE (207)
MULCH - 2 TONS / ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL. / ACRE
CONSTRUCTION SEQUENCE
1. REQUEST PRECONSTRUCTION CONFERENCE WITH EROSION INSPECTOR.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, INLET PROTECTION, AND PERIMETER
SILT FENCE.
3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER
INFILTRATION PIPES, SEDIMENT MEASURES, AND SWALES.
4. COMMENCE GRADING OPERATIONS FOR BUILDING, DRIVEWAYS AND PAVEMENT
CONSTRUCTION.
5. PROVIDE INLET PROTECTION DEVICES AS REQUIRED UNTIL FINAL GRADES ARE
STABILIZED WITH VEGETATIVE COVER.
6. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
7. REMOVE TEMPORARY CONTROL DEVICES (SILT FENCE, ETC.) ONCE PERMANENT
VEGETATIVE COVER IS ESTABLISHED.
EROSION CONTROLMAINTENANCE PLAN:
EROSION
1. ALL CONTROL PRACTICES
WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE
FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS
IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
4. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED
ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP
DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6-
DEPTH.
GRADING NOTES:
i, INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
CLEARING AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
STOCKPILE.
4. COMPACT ALL FILE AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH
NO GREATER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
STANDING WATER, OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN
THE DIRECTIONS INDICATED ON THE PLAN.
TEMPORARY SEEDING
NEW RESORT
was r pE N?I� 3
oc 3 2 qc
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
/
" p\1
O 6$�
8 '
f
/
EX�
e
/ f
t4or /,-/
f�
EN GE.� N,
CN p,N, SOR���otr
EX.
� \Y
p 6 \\
0• _-4
N
\
.
/
' '� �Nq �pN
ISI-E 2
,quCST
E�A Slr�F, MeNT,
DR(AaA D D g�ll.�
rNA
qN
� ONCE �•��
W
tJtr A. i;
1MN►•
/
f-
/
IP
72 - � arT T_. - ------
46
or
oc
Lr
0000 \� RAM _ - :� °` �g S. f - E •�5'( Do, 2
EON �' SE 2,
40 ��e NEW 50. a P
PgH
NE* ef, .1 .0
ri \
� i tom
00.000000 \ Ppc�i- Dom "KING
E,
\ \ \ tSz BEqGN�e N
G
ANC)
/ / / / / / J ' p \SWO
TO
E� VNE i)clo '
N
AMOUNT/
TIME OF
FERTILIZATION/1000 SF
GRASS TYPE
1000 S.F.
SEEDING
INITIAL
MAINTENANCE
MARCH - APRIL
EACH 4-8 WEEKS
AUG. - SEPT.
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JUNE
25 LBS. 10-10-10
12 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE, TALL
5-7 LBS.
JUNE THRU AUG.
UG..
25 LBS. 10-10-10
FEB. - MARCH
MAY & DEC
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS.
KENTUCKY 31
FEB.NETHRU
12 LBS. 10-10-10
10-10-10
SERICEA
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-10
FEB. -MARCH
1 2 TO 1 LB. N.
/
NA
LESPEDEZA SLOPES
5
CHANGED BURDNG ENTRANCE. NO PAM NG
Z13/02
4
ISSUED FOR CONSTRUCTION
4/$/OI
3
SPOT GRADES AT IRONY OF BEDG.; GRADE NOTE UNDER BIDG.: BEND 10' SIDRYWAIER OWI7PLOW PIPE AROUND GREASE TRAP
1/19/01
2
REN50NS AS PER NCDENR
10/10/00
I
REN90NS TO NCDFN -S CMOANTS DATED 7/26/00
8/18/00
REV.NO.
DESCRFTMS
DATE
REVISIONS
SEAL1
ti .00%*E
T3�
f-
LOCATION MAP NO SCALE
GENERAL NOTES:
ALL CONSTRICTION IS TO BE PERFORMED IN ACCORDANCE WITH
CURRENT TOWN OF OCEAN ISLE BEACH STANDARDS,
SPECIFICATIONS AND DETAILS.
ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN
THE DIRECTIONS INDICATED ON THE PLAN.
BOTH SEASONAL HIGH WATER TABLE AND SOIL INFILTRATION
RATES WERE OBTAINED FROM SOIL EVALUATION REPORT DATA
BY LAND MANAGEMENT GROUP, INC., DATED 05/18/00.
THIS SITE FALLS UNDER MAJOR CAMA PERMIT NO. 154-98, WITH
THE STATE OF NORTH CAROLINA.
BENCHMARK ELEVATION IS 7.26, LOCATED AT EXISTING SSMH
RIM. SEE PLAN THIS SHEET.
i APPROVED
IWITM CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY {�
ZZ HA2 z i Zcx��(((k"i
RECEIVED
MAR 14 2002DWQ
PROJ # 5tk' 0CY-)C2J3 CJq
-A'" OVERFLOW BEING ELEVATION INVERT SCHEDULE:
0 92 P 9g9
P. Nw�- 'Opp'OppeY WK OCFAN
PQPRox\r�� P
.�P\cEN qt�''' -
�v MFIQM&CIS
243 NORTH FRONT STREET
Phone: [phone], Fax: [phone]
Wilmington, North Carolina
AA0002667
Internet Site: http: //www.mckimcreed.com
NORTH
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
NCRTH INV.
SOUTH INV.
EAST INV.
WEST INV.
D11
---
---
8.40
---
DI2
---
---
---
8.20
DI3
---
---
---
8.20
SDMH1
7.39
7.23
7.39
1 ---
SDMH2
7.85 1
---
I ---
I 7.85
OCEAN ISLE WEST DESTINATION RESORT
PHASE 2, SECTION 3; ISLANDER RESORT
OCEAN ISLE BEACH, NORTH CAROLINA
LEGEND
HOPE - HIGH DENSITY POLYTHYLENE PIPE
GRATE FINISHED TOP OF DROP INLET ELEVATION
INV INVERT ELEVATION
FIE - FINISHED ELEVATION (SPOT ELEV.)
EOP - EDGE OF FAVEMENT (SPOT ELEV.)
TW - TOP OF WALL
BW - BOTTOM OF WALL
-- -10- - - EXISTING CONTOURS
PROPOSED CONTOURS
INLET PROTECTION
VEGETATED FILTER
- _ _ _ _ _ - HDPE PERFORATED PIPE
AND TRENCH DRAIN
HDPE PERFORATED PIPE
AND TRENCH DRAIN
AND SOLID HOPE
OVERFLOW PIPE
SOLID HDPE OVERFLOW PIPE
HDPE JUNCTION WITH
SOLID COVER
DROP INLET STRUCTURE
WITH GRATE
DRAINAGE AREA BASIN
DISTURBED LINE/
LIMITS OF CONSTRUCTION
X SILT FENCE
����•�������TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NO WETLANDS
WITHIN PROJECT LIMITS
DATE:
JUNE 7, 2000
MCE PROJ. !
01566-0007
DRAWN
MTA
DESIGNED
MTA
CHECKED
PROJ. MGR.
HPM
SCALE
HORIZONTAL:
1._,Q.
VERTICAL -
NA
TATUS: REWSHON

50' MIN.
EDIT JUNCTION. WXYRADON SYSTEM. TRENE
REVISED PER LINDA LENIS COMMENTS DATED
REVISED PER NCDENR•S COMMENTS DATED 7
15%10" TEE
g
...
0
CL
Oc
/4 STONE ... '.:.:.:.
O sw w
awc3
'..'..'..'....'.'.......... .
'
NO
(A i N
'.'.
.'.'.................. ..:'.'.'. .'.'.'.'.'.'.'
.......
x
.
....
................................. .....w ......
•/ PLAN
35' t 15' t
bLU I IUIV
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
2X4" WOOD FRAME
FABRIC
1' DEEI
—� I—II�IINr t DROP INLET
`I " _Ilt WITH GRATE
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, OR ETHYLENE YARN- EXTRA STRENGTH
(50lb/1 inch MINIMUM)- THAT CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC SHOULD BE
SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL. BURLAP MAY BE
USED FOR SHORT-TERM APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2X4-INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FT.
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FT. APART, AND SECURELY
DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP.
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2X4-INCH WOOD STRIPS AROUND THE CREST
OF THE OVERFLOW AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND BACKFILL THE TRENCH WITH AT LEAST 4 INCHES
OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE.
B. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWN SLOPE FROM THE DROP
INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE
DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. MATERIAL FROM WITHIN THE SEDIMENT POOL MAY
BE USED FOR DIKE CONSTRUCTION.
SILT FENCE INLET PROTECTION
NOT TO SCALE
FINISHED GRADE AS PER PLAN I
2" MIN. I-2 ASPHALT PAVING N
8" (MIN.) ABC BASE STONE THRU TRUCK TRAFFIC AREAS
6" (MIN.) ABC BASE STONE THRU CAR TRAFFIC AREAS VARIES
GRADE AND SLOPE AS PER PLAN INV. EL. 9.7 'hU n — o�6U n u" 0 otpU o u" 0 o�
2 MIN. COMPACTED SOIL- — N
CAST IRON SOLID COVER -I I I 1
12" FOR CLEAN OUT I I I —III -I _8" SOLID HDPE PIPE
INV. EL. 8.6 —
—III 5" (MIN.) COMPACTED SOIL —III- MT
TOP EL. 8.2
I— —
0008 60 O00 af dd 0�0°�00 �
O° °Oo O 00
o00 Ooco
ADAPTERS FOR 10" CORRUGATED o �0 00 0 . °o o 0
POLYETHYLENE PIPE a000 Oo B o0 "i
INV. EL. 6.2 00 0 4D�o o O o0%0O8o0
0 o INV. EL. 5.7
10" DIA. RISER
15" PERF. CORFUGATED
POLYETHYLENE ?IPE
O 00 0 �O
HDPE JUNCTION DETAIL
NOT TO SCALE
WHERE APPLICABLE
8" SOLID CORRUGATED
POLYETHYLENE PIPE (HIGH DENSITY)
FOR PEAK STORM BYPASS PIPING
INV. = AS PER PLAN
GROUT
GRATE ELEVATION WILL VAR"
SEE GRADING & EROSION CONTROL PLAN
08 0� ��8Onno80 0('00p(} 9�°QQ0�0 po
L �OTTOM OF IKENCH ELtV=5.7
- 15" PERF. CORRUGATED .
POLYETHYLENE PIPE (HIGH DENSITY)
•q a
"a.
8" HDPE CATCH BASIN #57 WASHED STONE �1'
TCH BASIN
OVERFLOW PIPES =INV AS PER PLAN
1' SUMP BELOW INVERTS OF PIPE SUMP BELOW INVERTS OF PIPE
OVERFLOW STRUCTURE
AT END OF SYSTEM
1' SUMP BELOW INVERTS OF PIPE T I MCAL SEC I ION
INFILTRATION SYSTEM
NOT TO SCALE
SEAL
�243 North Front Street
Phone: [phone], Fax: [phone]
Wilmington, North Carolina 28401
AA0002667
Internet Site: http: //www.mckimcreed.corn
FILTER FABRIC WRAP
J o
15" PERF. HDPE PIPE /! N
WRAPPED IN FILTER
FABRIC SEASONAL HIGH WATER EL. 3.7
#57 WASHED TRENCH STONE
TRENCH DRAIN CROSS SECTION
NOT TO SCALE
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
A5 a5
SECTION "A -A"
LEVEL SPREADER
LEVEL SPREADER
N
�Fl
C Fll p�
II II
STORM DRAIN OUTLET/LEVEL SPREADER DETAIL
NOT TO SCALE
DE
CON
CRETE
3000
PSI
STANDARD 2'X2' GRATE
�E/q�� PLAN
UORL
EITHER SOLID BRICK, SOLID BLOCK OR PRECAST
CONCRETE MAY BE USED.
FOR 24" R.C.P. AND LARGER USE PIPE DIA.
PLUS 12" FOR MINIMUM INSIDE DIMENSION.
GRATED INLETS SHALL NOT BE UVD WITHIN TRAVEL AREAS.
STANDARD STEPS REQUIRED 0 16 O.C. WHERE DEPTH EXCEEDS 3'.
STANDARD GRATED INLET WITH GRATE AND FRAME
NOT TO SCALE
OCEAN ISLE WEST DESTINATION RESORT
PHASE II, SECTION 3; ISLANDER RESORT
OCEAN ISLE BEACH, NORTH CAROLINA
SITE AND EROSION CONTROL
DETAILS
DATE:
JUNE 7, 2000
MCE PROJ. #
01566-0007
DRAWN
MTA/BHC
DESIGNED
MTA
CHECKED
PROD. MGR.
HPM
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
STA:Not
: rinW DeW REYtRDN 19
Released For C�o1 nWaltructhnLJReleased For
In

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A1,01,01 SITE PLAN SCALE: 1° = 30'-0'
REVISI❑N DATE 02 APRIL 02
14 FEBRUARY 2002
28 JANUARY 2002
DATE: 6 N❑VEMBER 2001
ARCHITECT'S PROJECT NO,119907
Islander Resort
Restaurant & Beach
Chub
Elcean Isle Bea(--h,
NC
John W,
Thompson
P,A,
1111 North Howe
Street
Southport, North
Carolina
28461
910, 457. 5810 :phone)
910, 457, 9263 (Fox)
DRAWING SITE
TITLE PLAN
SHEET NUMBER: A1,01
This drawing is the property of Joh
W Thompson Archltect, PA and is
not to be reproduced or, copied in
whole or part without permission or
the Architect Copyright 2002 cO