Masonboro Commons - Boat and RV Storage - Proposed Site Plan 4.15.2020OAK10
OAK12
OAK12
PINE22
CHERRY6
CHERRYTWIN9
PINE13
CHERRY8
PINE16
OAK13
OAK10
PINE16 OAK8
OAK10PINE16
PINE12
PINE12
PINE13
PINE12
PINE12
PINE12
PINE18
BRADPEAR8
CEDARCLUSTER10
1
20 4020
1" = 20'GRAPHIC SCALE:
0 STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775
LICENSE NO.C-0647
ADDRESS:
PHONE:
1" = 20'SCALE:
SHEET:
LEGEND
14 15
DISTURBED AREA
SILT FENCE
SWALE
EX CONTOURS
WETLAND LINE
STORMDRAIN
PROP WATER MAIN
EX WATER MAIN
PROJECT BOUNDARY
VICINITY MAP
PROJECT DATA
ZONE: O&I
D.B. 2852 PG. 962
BOARD OF EDUCATION
NEW HANOVER COUNTY
NOW OR FORMERLY
ZONE: R-15
D.B. 2130 PG. 944
FAIRWAYS UTILITIES, INC.
NOW OR FORMERLY
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 179
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 180
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 181
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 182
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 183
ZONE: R-15
M.B. 36 PG. 105
ARRONDALE
PHASE 1
LOT 193
ZONE: R-15
M.B. 36 PG. 105
ARRONDALE
PHASE 1
LOT 194
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30' DRAINAGE EASEMENT PER MAP BOOK 36 PAGE 106
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ONE WAY
ZONE: O&I
M.B. 36 PG. 121
MASONBORO COMMONS
LOT 2
OWNER:
910-619-7941
WRIGHTSVILLE BEACH, NC 28480
105 ISLAND DRIVE
THEJAYTEES PROPERTIES, LLC
6400 CAROLINA BEACH ROAD WILMINGTON, NC 28412
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
MASONBORO COMMONS - LOT 3
20' NHC BUFFER
2
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N
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'
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123
45678
GATE (EXIT)
AUTOMATIC
INSIDE RADII
30' (MIN)
O
NE
WAY
9
10
11
12
13
14
15
16
17181920212223
2425262728293031323334353637
38
39
40
41
42
43
44
454647484950515253
5455565758596061
62
63
6' CHAIN LINK FENCE
GATE (ENTRANCE)
AUTOMATIC
ONE WAY
ONE WAY
1.8 ACRES DISTURBED X 15 = 27 TREES REQUIRED
PER ACRE OF DISTURBANCE:
RETAIN OR PLANT 15 TREES (2" CALIPER)
CONFLICT WITH ESSENTIAL SITE IMPROVEMENTS.
ALL PROTECTED TREES TO BE REMOVED ARE IN LOCATIONS WHICH
PRACTICABLE REGARDLESS OF SPECIES OR SIZE
EXISTING TREES SHALL BE RETAINED TO THE GREATEST EXTENT
TREE NOTES:
LOCATED IN PARKING
REMOVE 13" PINE
LOCATED IN DRIVE AISLE
REMOVE (4) 12/13" PINES
GENERATOR
TRANSFORMER
HYDRANT
CA
R
OL
I
N
A
B
E
AC
H
R
O
AD
US
4
2
1
PILOTS RIDGE ROAD
GOLDEN ROAD
BR
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NT
L
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C
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VA
N
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BE
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L
AN
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WINDGATE DRIVE
SITE
CEDAR CLUSTER
RETAIN EXISTING
EX OAKS
RETAIN
CHERRIES
RETAIN EX
17,970 SF (TOTAL)
SURFACED WITH ASPHALT
20' WIDE DRIVE AISLE
31,832 SF (TOTAL)
WITH ASPHALT
PARKING STALLS SURFACED
12' WIDE X 30' DEEP (TYP)
6" ABC
95% MODIFIED PROCTOR
SUBGRADE COMPACTED TO
NTS
ASHPALT
1.5" I-2
PAVEMENT SECTION
BUILDING SQUARE FOOTAGE
PROPOSED USE
STREAM INDEX
CLASSIFICATION
RECIEVING STREAM
DISTUBANCE LIMITS
RESERVE
PARKING/DRIVE AISLES
WALKWAYS
BUILDING
% OF PROPERTY
TOTAL BUA
PROPERTY AREA
CAMA LUC
ZONING
PLAT BOOK/PAGE
DEED BOOK/PAGE
PARCEL ID
DIRECTED TO THE COLLECTION/TREATMENT SYSTEM.
5. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE
4. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR.
3. NO WATER OR SEWER SERVICE IS PROPOSED.
THE 100 YEAR FLOOD ZONE.
2. THE SUBJECT PROPERTY IS NOT LOCATED IN
1. BOUNDARY BY OTHERS.
NOTES:
EX BUILDING
DRIVE AISLE
EX ASPHALT
DRIVE AISLE
EX ASPHALT
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTRON
CARO N
A
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SSEF
OR
P
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.....
.
.
..............
.
.
.
......
....
NE
NGI EER
V
D
A ID L MENIUS
.
SITE LAYOUT AND LANDSCAPING PLAN
TO ISSUANCE OF A CO
100% OPACITY REQUIREMENT PRIOR
PROVIDED AS NEEDED TO SATISFY
ADDITIONAL PLANTINGS SHALL BE
ARE TO BE REMOVED FROM BUFFER
NO EXISTING TREES OR VEGETATION
RETENTION OF EXISTING TREES
BUFFERING TO BE SATISFIED BY
CONSISTING OF MULCH AND (4) BLUE RUG JUNIPER PER 100 SF
PROVIDE WAX MYRTLES AS NOTED ON PLAN ALONG WITH GROUNDCOVER
51,495 SF X 8.0% = 4,120 SF REQUIRED (4,120 SF PROVIDED)
TOTAL PARKING LOT + DRIVE AISLE + WALKWAY AREA = 51,495 SF
PARKING LOT INTERIOR LANDSCAPING CALCULATIONS
18-87-25.7
0 GSF
RV/BOAT STORAGE
SA;ORW (+0.5 MI)
MASONBORO SOUND
1.8 AC
1,693 SF
49,802 SF
0 SF
0 SF
62.8 %
51,495 SF
0.45 AC
81,970 SF
1.88 AC
------
B-2
67/162
6066/1106
R07900-001-048-000
W/ 16 WAXMYRTLES
LANDSCAPING
2,427 SF INTERIOR
W/ 6 WAXMYRTLES
LANDSCAPING
794 SF INTERIOR
W/ 2 WAXMYRTLES
LANDSCAPING
313 SF INTERIOR
W/ 3 WAXMYRTLES
LANDSCAPING
400 SF INTERIOR
W/ 1 WAXMYRTLE
LANDSCAPING
186 SF INTERIOR
6' CHAIN LINK FENCE
6
'
CHAI
N
LI
NK
F
E
NCE
6
'
CHAI
N
LI
NK
F
ENCE
6' CHAIN LINK FENCE
LANDSCAPING/TREE PROTECTION LEGEND
pine12
pine12 PROTECTED TREE (RETAINED)
PROTECTED TREE (REMOVED)
WAXMYRTLE
ITE TRIP GENERATION MANUAL:
TRAFFIC COUNTS PER
PM PEAK HOUR
AM PEAK HOUR
DAILY TRIPS
# OF UNITS
UNIT DESC
ITE CODE
DESCRIPTION
1
1
11
63
UNITS
151
MINI STORAGE
BE THE MOST SIMILAR LAND USE.
GUIDANCE INDICATES MINI STORAGE TO
AS A LAND USE CATEGORY. PUBLISHED
DOES NOT RECOGNIZE BOAT/RV STORAGE
THE ITE TRIP GENERATION MANUAL
NOTE:
ILLUMINATION OF THE PROPOSED USE.
ON ADJACENT BUILDINGS PROVIDES ADEQUATE
NO YARD LIGHTS ARE PROPOSED. LIGHTING
LIGHTING NOTE:
PROPERTY OWNER CERTIFICATION
THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION-TO-CONSTRUCT"
ANY CLEARING, GRADING, CONSTRUCTIONOR DEVELOPMENT, WILL BE PERFORMED
IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND
RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE
FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF
THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE
CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES.
I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY."
SIGNATURE:
PRINTED NAME AND TITLE:
DATE:
"I HEREBY CERTIFY THAT I AM THE CURRENT OWNER OF
STORMWATER AND GRADING PLANS
2
DESIGNER'S PLAN CERTIFICATE
WATER DESIGN MANUAL."
NEW HANOVER COUNTY ORDINANCES AND STORM
PREPARED IN ACCORDANCE WITH THE LATEST
"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN
20 4020
1" = 20'GRAPHIC SCALE:
0 STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775
LICENSE NO.C-0647
ADDRESS:
PHONE:
1" = 20'SCALE:
SHEET:
LEGEND
14 15
DISTURBED AREA
SILT FENCE
SWALE
EX CONTOURS
WETLAND LINE
STORMDRAIN
PROP WATER MAIN
EX WATER MAIN
PROJECT BOUNDARY
VICINITY MAP
PROJECT DATA
ZONE: O&I
D.B. 2852 PG. 962
BOARD OF EDUCATION
NEW HANOVER COUNTY
NOW OR FORMERLY
ZONE: R-15
D.B. 2130 PG. 944
FAIRWAYS UTILITIES, INC.
NOW OR FORMERLY
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 179
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 180
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 181
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 182
ZONE: R-15
M.B. 36 PG. 106
ARRONDALE
PHASE 1
LOT 183
ZONE: R-15
M.B. 36 PG. 105
ARRONDALE
PHASE 1
LOT 193
ZONE: R-15
M.B. 36 PG. 105
ARRONDALE
PHASE 1
LOT 194
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30' DRAINAGE EASEMENT PER MAP BOOK 36 PAGE 106
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ZONE: O&I
M.B. 36 PG. 121
MASONBORO COMMONS
LOT 2
OWNER:
910-619-7941
WRIGHTSVILLE BEACH, NC 28480
105 ISLAND DRIVE
THEJAYTEES PROPERTIES, LLC
6400 CAROLINA BEACH ROAD WILMINGTON, NC 28412
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
MASONBORO COMMONS - LOT 3
GENERATOR
TRANSFORMER
HYDRANT
CA
R
OL
I
N
A
B
E
AC
H
R
O
AD
US
4
2
1
PILOTS RIDGE ROAD
GOLDEN ROAD
BR
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VA
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WINDGATE DRIVE
SITE
43
4
3
43
41
4
4
44
44
44
4747
45
45
45
46
46
46
42
42
4
2 44
4
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39 3
9
40
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40
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43
43
43
43
44
SUMP 36.0
INV 38.0
RIM 43.0
DI 3
SUMP 36.0
INV 38.0
RIM 42.8
DI 4
SUMP 36.5
INV 38.5
RIM 43.0
DI 2
SUMP 37.0
INV 39.0
RIM 42.5
DI 1
SUMP 37.0
INV 39.0
RIM 42.5
DI 7
SUMP 36.0
INV 38.0
RIM 43.0
DI 6
X
43.5
X
43.5
X
43.5
X
43.2
X
43.7
X
44.0
X
44.2
44.0
X
X
43.2
X
43.4
X
43.7
X 42.742.7 X
X
43.0
X
43.7
X
43.5
X
43.2
42.9
X
42.8X
43.8
X
X
43.4
X
42.2
X
43.6
X
43.6
X
43.6
SUMP 36.5
INV 38.5
RIM 42.0
DI 5
X
43.3
SUMP 36.0
INV 38.0
RIM 43.0
JB 1
X
43.3
X
44.1
X
43.8
X
43.6
X
42.9
X
40.9
42.9 X
42.7 X
X
43.7
X
43.0
X
43.8
X
43.5
X
43.3
43.5
X
180 LF 18" HDPE
7
0
L
F
T
OT
A
L
W/
1
2
1
8
"
T
E
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S
1
8
"
HD
P
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MA
N
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O
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D
6
5
L
F
T
OT
A
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W/
1
2
1
8
"
T
E
E
S
1
8
"
H
D
P
E
MANI
F
O
L
D
WITH GEOTEXTILE WRAP
IN 180' X 36' WASHED #57 STONE TRENCH
(12) 180 LF PERFORATED 18" HDPE LATERALS
DISTURBANCE
AT LIMITS OF
SILT FENCE
ENTRANCE
CONSTRUCTION
PROVIDE GRAVEL
ENTRANCE
CONSTRUCTION
PROVIDE GRAVEL DISTURBANCE
AT LIMITS OF
SILT FENCE
6" ABC
95% MODIFIED PROCTOR
SUBGRADE COMPACTED TO
NTS
ASHPALT
1.5" I-2
PAVEMENT SECTION
BUILDING SQUARE FOOTAGE
PROPOSED USE
STREAM INDEX
CLASSIFICATION
RECIEVING STREAM
DISTUBANCE LIMITS
RESERVE
PARKING/DRIVE AISLES
WALKWAYS
BUILDING
% OF PROPERTY
TOTAL BUA
PROPERTY AREA
CAMA LUC
ZONING
PLAT BOOK/PAGE
DEED BOOK/PAGE
PARCEL ID
DIRECTED TO THE COLLECTION/TREATMENT SYSTEM.
5. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE
4. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR.
3. NO WATER OR SEWER SERVICE IS PROPOSED.
THE 100 YEAR FLOOD ZONE.
2. THE SUBJECT PROPERTY IS NOT LOCATED IN
1. BOUNDARY BY OTHERS.
NOTES:
EX BUILDING
DRIVE AISLE
EX ASPHALT
DRIVE AISLE
EX ASPHALT
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTRON
CARO N
A
LI
O
NA
SSEF
OR
P
L
I
.....
.
.
..............
.
.
.
......
....
NE
NGI EER
V
D
A ID L MENIUS
.
42.29
EX EP
X
41.82
EX EP
X
EX 15" RCP
EX 15" RCP
EX
2
4
"
RCP
EX
1
5
"
RCP
EX DI
EX DI
EX DI
EX DI
EX DI
PROPOSED INLETS
PROTECTION AT ALL
CLOTH AND GRAVEL
PROVIDE HARDWARE
ADJACENT TO ACCESS
PROTECTION AT INLETS
PROVIDE DANDY SACK
ADJACENT TO ACCESS
PROTECTION AT INLETS
PROVIDE DANDY SACK
18-87-25.7
0 GSF
RV/BOAT STORAGE
SA;ORW (+0.5 MI)
MASONBORO SOUND
1.8 AC
1,693 SF
49,802 SF
0 SF
0 SF
62.8 %
51,495 SF
0.45 AC
81,970 SF
1.88 AC
------
B-2
67/162
6066/1106
R07900-001-048-000
7
0
LF
1
8"
HDPE
40 LF 18" HDPE 178 LF 18" HDPE
130
LF
18"
HDPE
12" WASHED #57 STONE ABOVE PIPE
6" WASHED #57 STONE BELOW PIPE
INSTALLED 36" OC
HDPE LATERALS
PERFORATED 18"
+/- 3.5' TO FINISHED GRADE
2.5' TO SHWT
36" OC
NONWOVEN GEOTEXTILE
WRAP TRENCH WITH
NTS
INFILTRATION TRENCH SECTION
20'
CONSTRUCTION ENTRANCE DETAIL
)(‚" MESH OPENINGS
19 GAUGE HARDWARE CLOTH
#57 STONE
STAKES
STEEL
16"
2:1
4' (MAX)
NTS
(MIN)
3'
(MIN)
2'
TYPICAL INLET PROTECTION
GRATE
STORM
STRAPS
LIFT
FILTER
CURB
PORTS
OUTFLOW
OPTIONAL
STRAPS
DUMPING
OPENING
CURB
CORNERS
REINFORCED
AREA
CONTAINMENT
2 FOOT
MANAGEABLE
WITH CURB FILTER
INLET SEDIMENT CONTROL DEVICE
DETAIL OF DANDY CURB SACK
3'-0" UNLESS
FENCE MATERIAL SPECS
OR EQUAL. REFER TO SILT
BE ACF LS100 "DOT GRADE"
SILT FENCE MATERIAL SHALL
3' MIN.
BURY
FILL WITH
OTHERWISE NOTED
ON PLANS
WOODEN POSTS ARE NOT ACCEPTABLE
6 X 6 WIRE MESH REINFORCEMENT.
O.C. OR 8 FT O.C. W/ 14 GAUGE
NOTE: POSTS TO BE SPACED 6 FT
500h of exposure
70% after
#30 Sieve
0.05 sec-1
90 lbs
90 lbs
TEMPORARY SILT FENCE MATERIAL PROPERTY REQUIREMENTS
TYPICAL SILT FENCE
STEEL
STAKES FABRIC
CONTROL
EROSION
sod has taken root.
Keep soil moist for 2-3 weeks thereafter or until
8. Irrigate initially to wet soil to a depth of 4".
good sod to soil contact.
7. Roll sod lightly after installation to ensure
Avoid gaps. Use a knife to fit irregular shapes.
the longest dimension perpendicular to the slope.
6. Lay sod in a staggered, brick-like pattern with
prior to installation.
5. Lightly rake and irrigate top layer of soil just
to lay the sod.
4. Roll to achieve a smooth, firm surface on which
3. Rake or harrow to achieve a smooth final grade.
2. Incorporate lime/fertilizer 4-6 inches.
fall, use 10-10-10. In the spring, use 5-10-10.
limestone and 25 lb/1,000 sf fertilizer. In the
tests or apply 100 lb/1,000 sf ground agricultural
1. Fertilize and lime per recommendations of soil
SOD INSTALLATION
1'-0"
1'-0"
EARTH
UV Stability
Apparent Opening Size
Permittivity
X-Machine Direction
Machine Direction
Grab Strength
ASTM D 4355
ASTM D 4751
ASTM D 4491
ASTM D 4632
NTS
Typical
Max ARV
MARV
MARV
MARV
6" DEPTH
2"-3" COARSE AGGREGATE
EXISTING ROAD
15' MIN
NTS
Common Bermudagrass 40-80
10
10
30
50
PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES
Rate (lb/ac)
drained soils
Well to poorly
drained soils
Dry to well
Recommended PlantingSite Description
Rye Grain
Tall Fescue Mixture
Hybrid Bermudagrass
sand, lawns.
sandy loam to
Well drained
Centipedegrass
25
200
50
10-20
engineer, sod shall be provided.
For highly erosive areas or as directed by an
seeding table.
for temporary stabilization, refer to temporary
For seeding outside of recommended dates and/or
Notes:
Seeding Dates
Dec. 1 - Apr. 15 Rye Grain
Kobe Lespedeza with
Recommended Planting
Apr. 15 - Aug. 15
Aug. 15 - Dec. 1
TEMPORARY SEEDING TABLE
120
50
Rate (lb/ac)
German Millet 40
120Rye Grain
CONSTRUCTION SEQUENCE
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
SLOPES WILL BE SLABILIZED WITHIN 21 CALENDAR DAYS. ALL
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
WEEKLY AND WILL BE KEPT CLEAN.
BAFFLE. IN SKIMMER BASINS, FLOATING SKIMMERS WILL BE INSPECTED
WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST
OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE,
POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
6. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND BASINS
FOR PROBLEMS OR TURBID DISCHARGES DAILY.
PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED
8. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PERMITTED BY USACE AND NCDEQ AS REQUIRED.
WETLANDS IN DISTURBED PORTIONS OF SITE SHALL BE
NOTE:
6. CLEAN SEDIMENT FROM PIPES AFTER STABILIZATION.
5. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED SOILS.
4. INSTALL PAVEMENT
3. INSTALL UNDERGROUND UTILITIES
2. CLEAR & GRADE
AND STONE CONSTRUCTION ENTRANCES.
1. INSTALL INLET PROTECTION, SILT FENCE,
CONSTRUCTION ENTRANCE OR ROADWAYS.
OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2" OF #4 STONE TO
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTIONS ENTRANCES THAT WILL
SHOULD BE STORED OUT OF DIRECT SUNLIGHT BETWEEN JOBS.
AFTER EVERY RAIN EVENT. NOTE THAT THE GUTTERBUDDY IS REUSABLE
DAMS, DANDY SACKS/SOCKS, AND GUTTERBUDDIES ONCE A WEEK AND
EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER
WILL BE REMOVED FROM THE ROCK AND HARWARE CLOTH TO ALLOW PROPER
WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
INLET PROTECTOIN WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN
INLET PROTECTION, ROCK PIPE INLET PROTECTION, AND GUTTERBUDDY
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
ACTIVITY ASSOCIATED WITH A SWALE.
WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF PHASE OF
RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE RESTABLIZED
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATLEY TO REMOVE
Recommended Planting Rate (lb/ac)
Tall Fescue Mixture see table 2
Hybrid Bermudagrass
Common Bermudagrass
see table 2
see table 2
PERMANENT SEEDING TABLE 1
Seeding Dates
Sep. 1 - Nov. 1
Feb. 15 - Apr. 1
Apr. 1 - Aug. 1
5Apr. 1 - Jul. 1
following erosion or other daMGe.
Reseed, refertilize and mulch immediately
7. Refertilize if growth is not fully adequate.
used as a mulch anchoring tool.
A disk with blades set nearly straight can be
or a mulch anchoring tool.
Anchor straw by tacking with asphalt, netting,
6. Apply straw mulch at a rate 1-2 tons per acre.
or dragging a chain. Firm soil by rolling.
5. Broadcast seeds evenly and cover by raking
4. Select species based on season. Refer to tables.
3. Roughen steep slopes by tracked machinary.
2. Incorporate lime/fertilizer 4-6 inches.
limestone and 750 lb/acre 10-10-10 fertilizer.
tests or apply 2,000 lb/acre ground agricultural
1. Fertilize and lime per recommendations of soil
COASTAL PLAIN SITE STABILIZATION SCHEDULE
see table 2
PERMANENT SEEDING TABLE 2a-LOW MAINTENANCE MIXTURES
CentipedegrassMar. 1 - Jul. 1
Recommended Planting
drained soils
Well to poorly
Site Description
Kobe Lespedeza
Pensacola Bahiagrass
Tall Fescue Mixture
Rate (lb/ac)
40
50
80
OR IS DAMGED.
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED,
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
ARE USED. IF ROCK FILTERS ARE USED AT LOW POINTS IN THE
8 FEET (MAX) WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING
STRENGHT FABRIC WITHOUT WIRE BACKING. sTAKE SPACING WILL BE
STAKE SPACING WILL BE 6 FEET (MAX) WITH THE USE OF EXTRA
AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL.
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
Swales
drained soils
Dry to well
German Millet
Kobe Lespedeza
Common Bermudagrass
Pensacola Bahiagrass
CERTAIN CONDITIONS.
6. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER
5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
HOURS UNLESS A SITE SPECIFIC EXEMPTION IS APPROVED.
4. INSPECTION REPORTS MUST BE AVAILABLE ONSITE DURING BUSINESS
3. INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL" BUSINESS HOURS.
2. SAME RAIN GAUGE AND INSPECTIONS AFTER 0.5" RAINFALL EVENT.
1. SAME WEEKLY INSPECTION REQUIREMENTS
WITH SURFACE WATERS, WETLANDS, OR BUFFERS.
4. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT
ALTERNATIVES AVAILABLE.
STORM DRAINS AND STREAMS UNLESS NO REASONABLE
3. EARTHEN-MATERIALS STOCKPILES MUST BE LOCATED 50' FROM
UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
2. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
1. NO PAINT OR LIQUID WASTES IN STREAMS OR STORM DRAINS.
NPDES SPECIFIC PLAN SHEETS NOTES
NONE (EXCEPT FOR PERIMETERS AND HQW ZONES)
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.
IF SLOPES ARE 10' OR LESS IN LENGTH AND FLATTER THAN 2:1 THEN 14 DAYS ARE ALLOWED.
NONE
NONE
STABILIZATION TIMEFRAME EXCEPTIONS
14 DAYS
14 DAYS
7 DAYS
7 DAYS
7 DAYS
STABILIZATION TIMEFRAME
OTHER AREAS WITH SLOPES FLATTER THAN 4:1
SLOPES 3:1 OR FLATTER
SLOPES STEEPER THAN 3:1
HIGH QUALITY WATER (HQW) ZONES
PERIMETER DIKES, SWALES, AND DITCHES
SITE AREA DESCRIPTION
PURPOSES OF ENFORCEMENT ACTION UNDER THE COUNTY CODE.
PLANS AND IT IS NOT A PART OF THE APPROVED PLANS FOR THE
4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THE PAGE OF THE
PURUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY
NPDES GENERAL STORMWATER PERMIT NCG010000 ONLY.
2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURUANT TO
STORMWATER PERMIT NCG010000.
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL
2. USE ONLY DWQ APPROVED FLOCCULENTS.
UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE.
1. OUTLET STRUCTURES MUST WITHDRAW FOR BASIN SURFACE
NPDES NOTES
BUILDING WASTES HANDLING SEDIMENT BASINS
INSPECTIONS
STORMWATER AND GRADING DETAILS
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SHEET:
6400 CAROLINA BEACH ROAD WILMINGTON, NC 28412
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
MASONBORO COMMONS - LOT 3
910-619-7941
WRIGHTSVILLE BEACH, NC 28480
105 ISLAND DRIVE
THEJAYTEES PROPERTIES, LLC
3
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
(910) 815-0775
LICENSE NO.C-0647
ADDRESS:
PHONE:
OWNER: