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STOCKPILE AREA NOTES: NOTES:
1. MAXIMUM SIDE SLOPES: 2:1. 1. AREAS WILL BE STABILIZED PER THE GROUND STABILIZATION CHART AFTER ANY
2. MAXIMUM HEIGHT SHALL NOT EXCEED 35 FEET. GRADING.
2 ALL BASINS SHOULD BE CLEANED AFTER ANY RAIN EVENT THAT EXCEEDS 1" IN 24
3.
ENSURE STOCKPILE AREAS ARE SUFFICIENTLY STABILIZED TO
MINIMIZE SEDIMENT RUNOFF.
HOURS.
4.
STOCKPILE AREAS SHALL BE KEPT WITHIN PROPOSED LIMITS SHOWN
3. SEDIMENT BASINS WILL BE INSTALLED WHERE STORM DRAINAGE PIPE IS LOCATED.
ON PLANS
I.E. PIPES WILL BE LEFT SHORT AND EXTENDED THROUGH BASIN AREAS AFTER SITE
HAS BEEN STABILIZED.
STOCKPILE
MAINTENANCE:
4. (LOD) INDICATES THE LIMITS OF ULTIMATE DISTURBANCE FOR SOUTH & MAIN.
1.
SEEDING OR COVERING OF PILES WITH TARPS OR MULCH IS
REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD
SLOPE STABILIZATION REQUIREMENTS:
BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM
3:1 AND FLATTER --GRASS
RUNNING UNDERNEATH THE PLASTIC.
3:1 TO 2:1 SLOPE --ADAPTIVE PLANTS (SHRUBS AND VINES)
2.
IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT
2:1 TO 1.5:1--RIP RAP
IS COMPLETE (BUILDERS, ETC), THE FINANCIAL RESPONSIBLE PARTY
STEEPER THAN 1.5 TO 1-RETAINING WALL
MUST NOTIFY FUQUAY-VARINA OF A NEW RESPONSIBLE PARTY FOR
THAT STOCKPILE.
SEDIMENT BASIN REMOVAL:
3.
THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED
1. REMOVE BASINS ONLY AFTER SITE IS STABILIZED AND WITH PERMISSION FROM
SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE
FUQUAY-VARINA ENGINEERING CONSTRUCTION INSPECTOR.
STOCKPILE IS IN USE.
2. REMOVE TARP AND ALL NON DIRT AND/OR ROCK MATERIAL.
4.
ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF
3. USE BACKHOE TO FILL IN AND LEVEL BACK TO NATURAL GROUND ELEVATION.
4 SEED AND STRAW APPROPRIATELY
THE SLOPE (WHERE PRACTICAL). •
5. INSTALL CHANNELS AND EXTEND PIPE IF REQUIRED.
EROSION CONTROL CONSTRUCTION SEQUENCE:
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE TOWN OF
FUQUAY-VARINA. OBTAIN A LAND -DISTURBING PERMIT.
2. INSTALL MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR
ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED
TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER
CONSTRUCTION.
3. CALL ENGINEERING CONSTRUCTION INSPECTOR FOR A
COMPLIANCE INSPECTION.
4. MAINTAIN DEVICES AS NEEDED FOR ALL PHASES OF PROJECT.
REMOVE EROSION CONTROL DEVICES WITH ENGINEERING
CONSTRUCTION INSPECTOR APPROVAL ONLY.
5. MAINTAIN RAIN GAUGE AND SELF -INSPECTION RECORDS PER NPDES
REQUIREMENTS.
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH
DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES ON
APPROVED PLAN.
7. WHEN CONSTRUCTION IS COMPLETED, AND ALL AREAS ARE
STABILIZED, CALL ENGINEERING CONSTRUCTION INSPECTOR FOR
INSPECTION.
8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY
RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION
CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW
BE INSTALLED.
9. WHEN VEGETATION HAS BECOME PERMANENTLY ESTABLISHED,
CALL FOR A FINAL SITE INSPECTION BY THE ENGINEERING
CONSTRUCTION INSPECTOR.
Nix
IIII IIII
,
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,
I I
VELOCITY DISSIPATION
PAD (VDP) DESIGN
OUTLET
NAME
PIPE
DIA.
PIPE
SLOPE
Q10
V10
ZONE
PAD DIMENSIONS
STONE SIZING
LENGTH
WIDTH
DEPTH
D50
Dmax
CLASS
(in)
(ft/ft)
(Cfs)
(fps)
(ft)
T)
(in)
(in)
(in)
(NCDOT)
F E S 100
30
70-494
31.62
16.96
3
20
8
26
10
17
1
SCM 1
30
0.0096
40.2
9.35
2
15
8
18
8
12
B
F E S 200
36
0.0324
50.9
16.06
5
30
9
36
14
23
2
SCM 2
36
0.0198
94
15.16
3
24
9
26
10
17
1
F E S 300
15
0.0282
3.79
8.07
2
7.5
4
18
8
12
B
F E S 350
30
0.006
21.76
6.96
2
15
8
18
8
12
B
SCM 3
36
0.0144
80.2
12.93
3
24
9
26
10
17
1
F E S 400
36
0.005
35.81
7.33
2
18
9
18
8
12
B
SCM 4
36
0.0064
53.4
8.62
2
18
9
18
8
12
B
F E S 500
24
0.0046
11.29
5.33
1
8
6
12
4
6
A
CULVERT 1
76.6
0.004
316.4
11.27
3
51.06667
20
26
10
17
1
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW) ZONE
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS IN
SLOPES STEEPER
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 3:1
THAN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1
7-DAYS FOR SLOPES GREATER
14 DAYS
OR FLATTER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS
NONE
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
AND HQW ZONES)
* "EXCEPTIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICAL." - (SECTION ILB(2)(b))
LEGEND
PROPERTY LINE
- -
LIMITS OF DISTURBANCE
LOD
SILT FENCE
TREE PROTECTION
TP
®
INLET PROTECTION
0
SEDIMENT BASIN
SILT FENCE OUTLET
VELOCITY
DISSIPATION PAD
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
- - - -
ADJACENT PROPERTY LINE
EXISTING STREAM
- -
PROPOSED LOT LINE
SLOPE MATTING
SCALE 1"=150'
0 150' 300'
Cr)
tb
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
z ALL TOWN OF FUQUAY-VARINA AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
Know whars below.
call before you dig.
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DATE
0912112022
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
1 " = 150'
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