HomeMy WebLinkAbout3036 Hall Watters Drive- Site PlanHALL WATTERS DR. (SR 2885)
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LOT 3-64 NORTH KERR INDUSTRIAL PARK
3036 HALL WATTERS DRIVE
WILMINGTON, NC
DECEMBER 23, 2025
INDEX OF SHEETS
SCALE: 1"=60'
OWNER/DEVELOPER:
ROBERT W BROADFOOT
1226 ESSEX DR.
WILMINGTON, NC 28403
PHONE-#910-233-1949
LOCATION MAP
C0
24026
Licence #P-3152
PREL
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NOR T H CAROLI
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N S. TU N S T ALL
PR O F E S SIO
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ENGINE E R
2602 IRON GATE DR., SUITE 102
WILMINGTON, NC 28412
PHONE (910) 343-9653
Tunstall Consulting Engineers PLLC
HALL WATTERS DR. (SR 2885)
PROPERTY LINE
TEMPORARY SILT FENCE
DISTURBED AREA LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORMDRAIN PIPE
35 PROPOSED CONTOUR
PROPOSED WATERLINE8W
SIDEWALK
ASPHALT
EXISTING CONTOUR
EXISTING TREE TO BE SAVED
DROP INLET WITH INLET PROTECTION (DI)
PROPOSED SPOT ELEVATION FLOW LINE
FLARED END SECTION WITHRIP-RAP ENERGY DISSIPATOR
PROPOSED FIRE HYDRANT
CURB INLET WITH INLET PROTECTION (CI)
EXISTING TREE TO BE REMOVED
TREE PROTECTION FENCING
JUNCTION BOX WITH INLET PROTECTION (JB)
PROPOSED SPOT ELEVATION TOP OF CURB
PROPOSED SPOT ELEVATION FINISH GRADE
INTERIOR
LANDSCAPING
BUBBLER BOX
HARDSCAPE MATERIAL
26
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24026
License #P-3152
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LEGEND
SCALE: 1"=20'
SITE DATA: LOT 3-64 PROPOSED DEVELOPMENT
SURVEYOR NOTE:SURVEY NOTES:
HALL WATTERS DR. (SR 2885)
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ENGIN E E R
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24026
License #P-3152
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NOTE:
1)SURVEY WAS COMPLETED FOR BOTH LOTS 3-42 + 3-64 PRIOR
TO 3-42 DEVELOPMENT VERIFY ALL GRADES
SCALE: 1"=40'
SURVEYOR NOTE:
HALL WATTERS DR. (SR 2885)
51
'
1
5
'
'
S
D
122' 15" SD 114' 15" SD
37
37
38
38
37
37
37
37
37
3636
3636
38
37
'
1
5
'
'
S
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3736
36
36
94' 15
"
S
D
46' 18" SD
3737
36
38
38
PROPERTY LINE
TEMPORARY SILT FENCE
DISTURBED AREA LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORMDRAIN PIPE
35 PROPOSED CONTOUR
PROPOSED WATERLINE8W
SIDEWALK
ASPHALT
EXISTING CONTOUR
EXISTING TREE TO BE SAVED
DROP INLET WITH INLET PROTECTION (DI)
PROPOSED SPOT ELEVATION FLOW LINE
FLARED END SECTION WITHRIP-RAP ENERGY DISSIPATOR
PROPOSED FIRE HYDRANT
CURB INLET WITH INLET PROTECTION (CI)
EXISTING TREE TO BE REMOVED
TREE PROTECTION FENCING
JUNCTION BOX WITH INLET PROTECTION (JB)
PROPOSED SPOT ELEVATION TOP OF CURB
PROPOSED SPOT ELEVATION FINISH GRADE
INTERIORLANDSCAPING
BUBBLER BOX
HARDSCAPE MATERIAL
26
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ENGIN E E R
C2
24026
License #P-3152
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SCALE: 1"=20'
LEGEND
HALL WATTERS DR. (SR 2885)
PE
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DA-1
DA-2
DA-6DA-8
DA-3
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DA-4
DA-1DA-B1
DA-3
DA-4
DA-5A
DA-5B
DA-B4
DA-B3
DA-B2
DA-6
DA-2
DA-4
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SCALE: 1"=40'
DE
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PREL
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NOR T H CAROLI
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N S. TU N S T ALL
PR O F E S SIO
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ENGIN E E R
C3
24026
License #P-3152
FL
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HALL WATTERS DR. (SR 2885)
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C4
24026
License #P-3152
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SCALE: 1"=60'
9. UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE PERMITTED
AND INSPECTED BY THE WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC
RIGHT-OF-WAY TO THE BUILDING. CONTACT THE WILMINGTON FIRE DEPARTMENT
DIVISION OF FIRE AND LIFE SAFETY AT 910-343-0696 FOR ADDITIONAL
INFORMATION.
10. A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES
OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND UTILITIES.
1. FIRE HYDRANTS MUST BE WITHIN 150' OF THE FIRE DEPARTMENT CONNECTION.
2. THE FIRE DEPARTMENT CONNECTION MUST BE WITHIN 40' OF FIRE APPARATUS
PLACEMENT.
3. LANDSCAPING AND PARKING CANNOT BLOCK OR IMPEDE THE FIRE
DEPARTMENT CONNECTIONS OR FIRE HYDRANTS. A 3' CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE FIRE HYDRANT CONNECTION
AND THE FIRE HYDRANT.
4. FIRE HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
5. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF
THE BUILDINGS.
8. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION
WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES.
6. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE
MATERIALS BEING DELIVERED TO THE JOB SITE.
11. HYDRANTS SHALL BE OF SUFFICIENT NUMBERS TO ACCOMODATE BASE FIRE
FLOW REQUIREMENTS OF THE STRUCTURE.
14. BUILDING CONSTRUCTION TYPE:
FIRE AND LIFE SAFETY NOTES:
12. ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS MAY
BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE
PROJECT.
13. THE CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY THAT
DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS
MEET THE REQUIREMENTS OF SEC. 510 OF THE 2018 FIRE CODE.
15. PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND
FIRE LINE PERMIT FROM THE WILMINGTON FIRE AND LIFE SAFETY DIVISION
910-343-0696
16. ALL ISOLATION VALVES WITHIN THE "HOT BOX" AND BETWEEN THE "HOT BOX"
AND THE RISER ROOM MUST BE ELECTRICALLY SUPERVISED.
HALL WATTERS DR. (SR 2885)
26
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NOR T H CAROLI
N
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N S. TU N S T ALL
PR O F E S SIO
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ENGIN E E R
NOR T H CAROLI
N
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PR O F E S SIO
N
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ENGIN E E R
C5
24026
License #P-3152
FL
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A
N
30
3
6
H
A
L
L
W
A
T
T
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R
S
D
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I
V
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26
0
2
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1
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2
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N
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2
8
4
1
2
PH
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(
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SCALE: 1"=20'
1
26
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.
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:
PREL
I
M
I
N
A
R
Y
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PR O F E S SIO
N
A
L
ENGIN E E R
C6.0
24026
License #P-3152
FL
I
P
A
Q
U
A
@
A
O
L
.
C
O
M
91
0
-
2
3
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1
9
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9
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30
3
6
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50' MI
N
.
12' M
I
N
.
REQ
U
I
R
E
D
AS
NOT TO SCALE
PUB
L
I
C
R
O
A
D
TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE
2"-3" COARSE
AGGREGATE
2 3 4
5 6 7
8 9
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF-FASTENER STEEL ANGLE TYPE.
ARE NECESSARY, LAP FABRIC POST TO POST.
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
AND 50 LB/IN FOR EXTRA STRENGTH.
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
NOTES:
18
"
M
A
X
,
1
2
"
M
I
N
1'-
6
"
MI
N
I
M
U
M
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
FI
L
T
E
R
F
A
B
R
I
C
2'-
0
"
DIRECTION OF WATER FLOW
MIN. 14 GA. 6x6 MESHFOR STANDARD FABRIC FILTER FABRIC
STANDARD OR EXTRA STRENGTH
WIRE MESH FOR STANDARD FABRIC
6' W/ E.S. FABRIC
STEEL POST
8' W/ WIRE MESH
TEMPORARY SILT FENCE
NOT TO SCALE
16" TO 18"
SECTION A-A
WA
T
E
R
FI
L
T
E
R
E
D
NOT TO SCALE
19-GUAGE HARDWARE
CLOTH (1/4 MESH OPENINGS)
NCDOT #5 OR #57 WASHED
STONE
NCDOT #5 OR #57 WASHED
STONE
STANDARD METAL
POSTS 2.0' IN
GROUND. TYP.
SILTSAC TYPE A
NTS SILTSAC TYPE B
NTS
SILT SACK NOTES
SILT SACK
DROP INLET DETAIL JUNCTION BOX DETAIL
MUST COMPLY WITH CITY OF WILMINGTON STANDARDS
PLAN
SECTION
8"
4"VA
R
I
E
S
8"
PIPESIZEVARIES 8"
6"
6"
FLOW
3000 PSI CONC.
ELEV. VARIES
1.0'
8" #57 STONE
SEDIMENT TRAP
MUST COMPLY WITH CITY OF WILMINGTON STANDARDS
CASTING NOTE: USE NCDOT
STANDARD 2' DIA. MANHOLE
FRAME AND COVER. H-20 LOAD
RATED
STEPS 12" O.C.
SEDIMENT TRAP
NOT TO SCALE NOT TO SCALE
SEE PLAN FOR PIPE
ORIENTATION
ENERGY DISSIPATOR
NCDOT EROSION
CONTROL STONE
SE
E
S
I
T
E
P
L
A
N
PIPE FLOWBLOCK OR IMPEDE
STONE SHALL NOTSEE SITE PLAN
SEE SITE PLAN
OR APPROVED EQUAL
MIRAFI 600X FILTER FABRIC
NOTE: FILTER FABRIC AND STONE SHALL BE
TOED UNDER FLARED END SECTION
SECTION A-A
A
NOTES:
FI
L
T
E
R
E
D
WA
T
E
R
SECTION A-A
A
1. SEDIMENT CONTROL STONE
SHALL BE #5 OR #57 AND SHALL
BE 16" TO 18" DEEP.
2. WIRE MESH SHALL BE
HARDWARE CLOTH 19 GAGE MIN.
AND SHALL HAVE 1/4" MESH
OPENINGS.
5' STEEL POST
(SELF-FASTENER
STEEL ANGLE TYPE)
1/4" WIRE MESH
SEDIMENT CONTROL
STONE
MULTI-DIRECTIONAL FLOW
TEMPORARY INLET PROTECTION
NOT TO SCALE
MIN. REQUIRED ENERGY DISSIPATORS
15"- 5'Lx3.75'Wx12"D CL "A" RIP-RAP
18"- 6'Lx4.5'Wx12"D CL "A" RIP-RAP
24"- 8'Lx6'Wx18"D CL "B" RIP-RAP
30"- 10'Lx8'Wx18"D CL "B" RIP-RAP
36"- 12'Lx10'Wx`18"D CL "B" RIP-RAP
48"- 16'Lx12'Wx18"D CL "B" RIP-RAP
60"- 25'Lx15'Wx24"D CL "B" RIP-RAP
(2)-36" - 15'Lx12'Wx24"D CL "B" RIP-RAP
(2)-48" - 20'Lx15'Wx24"D CL "B" RIP-RAP
ENERGY DISSIPATOR NOTED SHALL BE USED AT ALL
FES'S UNLESS OTHERWISE NOTED ON PLANS
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
7 26
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2
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2
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4
1
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PH
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(
9
1
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)
3
4
3
-
9
6
5
3
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
TREE PROTECTION FENCING
HANDICAP ACCESS ISLE & PARKING SPACE
HC
SEE NOTES ON
DETECTABLE
WARNING
2% TYP.
2%
T
Y
P
.
(MAX.)
(M
A
X
.
)
HC SIGN
WHEEL STOP
ASPHALT
FLUSH WITH
CONCRETE
2% SLOPE
(MAX)
26
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:
PREL
I
M
I
N
A
R
Y
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PR O F E S SIO
N
A
L
ENGIN E E R
C6.1
24026
License #P-3152
FL
I
P
A
Q
U
A
@
A
O
L
.
C
O
M
91
0
-
2
3
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30
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24" CURB AND GUTTER SECTION (SPILL-OFF)
SIDEWALK JOINT DETAIL
1 1/2"R
TYPE ABC STONE
COMPACTED SUBGRADE
4" TYPE ABC STONE
ASPHALT
CLASS A CONCRETE
1/8"R
1"3"R
18"
1'-
0
"
6"
6"
3"R
24"
24" CURB AND GUTTER SECTION (FLOW-LINE)
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON
GRADING PLAN. GRADES INDICATING FALL AWAY FROM
CURB SHALL BE SPILL OFF TYPE CURB. GRADES INDICATING
CURB ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
TYPE ABC STONE SHALL
EXTEND 6" BEYOND CURB
& GUTTER
C.
J
.
CURB
JOINT
JOINT MATERIAL
C.
J
.
EXPANSION JOINT (E.J.)
1/2" EXPANSION
1/4"x1" DEEP w/AN
1/8"R TOOLED
CONTRACTION JOINT (C.J.)
1/8"R TOOLED JOINTC.
J
.
E.
J
.
C.
J
.
C.
J
.
C.
J
.
C.
J
.
30' MAX. SPACING
C.
J
.
C.
J
.
E.
J
.
E.
J
.
E.J.
C.J.
C.J.
E.J.
BLDG.-STRUCTURE
PLAN
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 3.
THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT WITH
NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT COVERS
ARE REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, AT STRUCTURES,
AND AS NOTED ON SITE PLAN. 6. PROVIDE A LAYER OF 15# BLDG. FELT
BETWEEN WALK AND ADJACENT PARALLELING CURB OR STRUCTURE.
x x x xx
4" CONC. SIDEWALK w/6x6-10/10
W.W.M.
2% MAX.ASPHALT
TURN DOWN WALK SECTION
SHOULDER SECTION
-1"/FT.
-2 1/4"/FT.
-3"/FT.
3"/FT.
2"/FT.
1"/FT.-1/4"/FT.1/4"/FT.
NCDOT DRIVEWAY TURNOUT GRADE DETAIL
TYPICAL HANDICAPPED SIGN DETAIL
NOTES ON DETECTABLE WARNING FOR WHEEL CHAIR RAMPS
NOTE:
1. RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA
GUIDELINES:
2. THE DETECTABLE WARNINGS AT CURB RAMPS SHALL BE 24 INCHES
MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH
OF THE CURB RAMP OR FLUSH SURFACE.
3. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE
ADJOINING SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP
DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE MARKED
CROSSING.
4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED
DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM), A HEIGHT OF
NOMINAL 0.2 IN (5 MM) AND A CENTER-TO-CENTER SPACING OF
NOMINAL 2.35 IN (60 MM) AND SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT.
THE MATERIAL USED TO PROVIDE CONTRAST SHOULD CONTRAST BY
AT LEAST 70% - REFER TO ADA GUIDELINES FOR DEFINITION OF
"CONTRAST".
5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN
INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS
USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING
WALKING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.
1-1/2"R(TYP)1-1/2"R(TYP)
MAXIMUM
3/8"(TYP)
12"
9"
BACKGROUND - WHITE
LEGEND AND BORDER - GREEN
VAN ACCESSIBLE
ACCESSIBLE3/8"(TYP)
12"
GS 20-37.6
9"
R7-8D
BACKGROUND - WHITE
LEGEND AND BORDER - GREEN
PENALTY
$250
VAN
3'
-
0
"
M
I
N
.
R7-8D
R7-8
18
"
PARKING
R7-8
BACKGROUND - WHITEWHITE SYMBOL ON BLUE BACKGROUNDLEGEND AND BORDER - GREENCOLORS
12"
RESERVED
12
"
1'-
6
"
84
"
FINISHED
GRADE
VAN ACCESIBLE SIGN
ADJACENT TO 8' AISLES
ONLY
SIGNS TO BE 0.080 STANDARD
ALUMINUM. BOLT TO TREATED WOOD
OR ALUMINUM POST WITH 3/8"
CADMIUM PLATED NUTS, BOLTS &
WASHERS.
ALUMINUM OR TREATED 4"x4" WOOD
POST.
CONTINUOUS2 #4 BARS
7/8" DIA. HOLES
MIN.
12"
3/4"
T
O
1
"
12"
6'-0"
1"
MIN.5-5/8"
4"
M
A
X
.
IMBEDDED 18" INTO SUBGRADE.3/4" REINFORCING BAR
FLUSH WITH TOP OF CONCRETE.
TOP OF REINFORCING BAR
EDGE OF PAVEMENTOR OBSTRUCTION
2.5'
CONCRETE WHEELSTOP DETAIL
ASPHALT PAVEMENT SECTION - LIGHT DUTY
ASPHALT PAVEMENT SECTION - HEAVY DUTY
NOT TO SCALE
1
NOT TO SCALE
2
3
NOT TO SCALE
4
5
NOT TO SCALE
NOT TO SCALE
6
NOT TO SCALE
7
8
NOT TO SCALE
NOT TO SCALE
9
NOT TO SCALE
10
11
NOT TO SCALE
NOT TO SCALE
12
NOT TO SCALE
DROP INLET DETAIL
SEDIMENT TRAP
CATCH BASIN DETAIL
#4 @ 12" EACH WAY CONC. FTG.
GROUT
IN
S
I
D
E
W
A
L
L
O
F
B
O
X
BA
C
K
O
F
C
U
R
B
PRECAST CONCRETE OR
SOLID NCDOT STRUCTURAL
BLOCK. H-20 LOAD RATED
8" #57 STONE
26
0
2
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A
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.
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(
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:
PREL
I
M
I
N
A
R
Y
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PR O F E S SIO
N
A
L
ENGIN E E R
C6.2
24026
License #P-3152
FL
I
P
A
Q
U
A
@
A
O
L
.
C
O
M
91
0
-
2
3
3
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1
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9
WI
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,
N
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2
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MR
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A
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S
30
3
6
H
A
L
L
W
A
T
T
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R
S
D
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I
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8 9SILT SACK
26
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.
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(
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10. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
THE SURFACE.
8. LAND QUALITY REQUIRES:
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. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS.
ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
WATER QUALITY REQUIRES:
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. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER
SLOPES, ALL SLOPES STEEPER THAN 3’ HORIZONTAL TO 1’ VERTICAL (3:1) AND ALL HIGH
QUALITY WATER (HQW) ZONES SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ALL
OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
EROSION CONTROL NOTES AND
MAINTENANCE PLAN:
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET
PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN
EVENT. SEDIMENT WILL BE REMOVED FROM AROUND WATTLES, BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SPECIES RATE (lb/acre)
RYE (GRAIN) 120
SEEDING DATES :
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 15
SOIL AMENDMENTS:
FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 lb/acre 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.
MAINTENANCE :
REPAIR AND REFERTILIZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH
50 lb/acre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
SPECIES RATE (lb/acre)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 lb/acre.
SEEDING DATES:
MOUNTAINS - MAY 15 - AUG. 15
PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND
AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 lb/acre 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.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SPECIES RATE (lb/acre)
RYE (GRAIN)120
ANNUAL LESPEDEZA 50
(KOBE IN PIEDMONT AND
COASTAL PLAIN, KOREAN
IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS
NOT TO EXTEND BEYOND JUNE.
SEEDING DATES:
MOUNTAINS - ABOVE 2,500 FEET: FEB. 15 - MAY 15
BELOW 2,500 FEET: FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APRIL 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND
AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 lb/acre 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.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER
AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (lb/acre)
TALL FESCUE 80 1.84
PENSACOLA BAHIAGRASS 50 1.15
SERICEA LESPEDEZA 30 0.69
KOBE LESPEDEZA 10 0.23
SEEDING NOTES:
1. FROM SEPT. 1 THRU MAR. 1, USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO
30 lbs/acre.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE
KOBE TO 40 lbs/acre.
NURSE PLANTS : BETWEEN APR. 15 AND AUG. 15, ADD 10 lbs/acre GERMAN
MILLET OR 15 lbs/acre SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15
ADD 25 lbs/acre RYE (GRAIN).
SEEDING DATES : BEST POSSIBLE
EARLY SPRING: FEB 15-MAR. 20 FEB.15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
SOIL AMENDMENTS :
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000
lbs/acre (68.9-114.8 lbs/1,000 sf) GROUND AGRICULTURAL LIMESTONE (USE
THE LOWER RATE ON SANDY SOILS) AND 1,000 lbs/acre (22.9 lbs/1,000 sf)
10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 lb/acre (91.8 lbs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER
OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE :
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR,
ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 lbs/acre (11.5 lbs/1,000
sf) 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND
EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (lb/acre)
PENSACOLA BAHIAGRASS 50 1.15
SERICEA LESPEDEZA 30 0.69
COMMON BERMUDA 10 0.23
GERMAN MILLET 10 0.23
SEEDING NOTES:
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT
BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lbs/acre
CENTIPEDEGRASS.
SEEDING DATES :
APRIL 1-JULY 15
SOIL AMENDMENTS :
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000 lbs/acre
(68.9 lbs/1,000 sf) GROUND AGRICULTURAL LIMESTONE AND 500 lbs/acre (11.5
lbs/1,000 sf) 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 lb/acre (91.8 lbs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER
OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE :
REFERTILIZE THE FOLLOWING APRIL WITH 50 lbs/acre (1.15 lbs/1,000 sf)
NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR.
WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS
NEEDED.
PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRING
AND EARLY SUMMER
SEEDING MIXTURE
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS,
TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR PROBLEMS OR
TURBID DISCHARGES DAILY.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF
THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE
REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS
WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN
THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE
REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH
HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED
AND KEPT CLEAN WEEKLY.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6
FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING.
STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND
WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN
THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF-FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS
DAMAGED.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21
CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
SWALE.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE
PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO
MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL,
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY
HALF-INCH RAINFALL.
(lb/1000 sf)
(lb/1000 sf)
(lb/1000 sf)
2.75
(lb/1000 sf)
0.92
(lb/1000 sf)
2.75
1.15
11. CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY RAINS.
DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH
RAIN WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID
OVERFLOWS. BEFORE HEAVY RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE
LOWERED OR THE CONTAINER COVERED TO AVOID AN OVER FLOW DURING RAIN.
WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND RECYCLED.
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TYPICAL DUMPSTER ENCLOSURE
EROSION & SEDIMENT CONTROL CONSTRUCTION
SEQUENCE
(PER NCDEQ EC MANUAL, SEC4, PART VI):
1. INSTALL ALL EROSION CONTROL DEVICES AS SHOWN ON THE PLAN.
2. BEGIN CLEARING AND GRUBBING AREA.
3. INSTALL STORMWATER AND UTILITIES. PROCEED TO GRADE SITE FOR ASPHALT, CURBING AND ETC.. CONSTRUCT BUILDING
AND BEGIN FINAL GRADING.
4. COMPLETE FINAL GRADING AND SURFACE STABILIZATION IN AN EXPEDIENT MANNER. MINIMIZE THE TIME OF EXPOSURE
IN GRADED AREAS. APPLY GROUND COVER MATTING AND/OR SEEDING PER SEEDING GUIDELINES/SCHEDULE PROVIDED
ON PLANS.
5. MAINTENANCE OF ALL EROSION CONTROL MEASURES IS REQUIRED FOR THE PROJECT DURATION. MAINTENANCE IS THE
RESPONSIBILITY OF THE CONTRACTOR. PLEASE SEE EROSION CONTROL NOTES AND MAINTENANCE PLAN ON PLANS.
6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL AFTER ALL DISTURBED AREAS ARE STABLE AND NHC EC
STAFF HAS PERFORMED FINAL INSPECTION AND INSTRUCTED THAT TEMPORARY EC MEASURES MAY BE REMOVED.
HEAVY DUTY CONCRETE PAVEMENT SECTION
#5 REBAR @ 18" OC EACH WAY
6" CONCRETE (4000 psi)
6" NCDOT ABC STONETYPE A
TYPICAL GRASS SWALE
5:1 S
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NOT TO SCALE
* USE AT EXISTING CURB INLETS
IN PAVED AREAS.
EROSION CONTROL INLET PROTECTION