NCG021005_ESC Plans_20230202

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LEGEND
SYMBOL
DESCRIPTION
INDEX
EC MEASURES AND SEQUENCE (EXISTING DISTURBANCE)
1. INSTALL PERIMETER MEASURES SUCH AS SILT FENCE AND CLEAN WATER DIVERSIONS.
(ADJUST EXISTING SILT FENCE TO ADD A J-HOOK AT THE DOWN HILL SIDE)
7 IAICTAI I NAI Ill NAATC INIrI 1 IIIINIG TUG (YIAICTDI IrTIr)KI CAITDANIrC:
or stockpile location
mended
I bermed seperator into narrow trap
tside of road on nose of slope
tside of road on nose of slope
tside of road and at sharp bend in the road
tside of road and at sharp bend in the road
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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DESIGN BY:
DRAWN BY:
CHECKED BY:
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Copyright ©2022, Equinox Environmental
Consultation & Design, Inc.
PHASE
DATE
December 7, 2022
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 2406" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSI N
CON
•

NOTE:
GRAVEL & RIP RAP FILTER BERM
BASIN DETAIL IS DESIGNED TO
PROTECT EXISTING PIPE INVERTS
THAT DRAIN 10 ACRES OR LESS.
DISTURBED AREA — 2
(CUT, FILL, ETC.) =III —I
SECTION THRU BASIN, FILTER AND CULVERT PIPE
FLOOD STORAGE ZONE
J PIPE INVERT
1� scow
SEDIMENT STORAGE
1.5' MAX DEPTH
(CLEAN OUT POINT)
I III III III
-III—III—I I .
1=1 I 1=1
i IDISTURBED AREA WITH-
—MAX SLOPE OF 2:1
-(CUT, FILL, ETC.) , ;I
SEDIMENT STORAGE
PIPE INLET PROTECTION
NITS
DOUBLE SIDED BIODEGRADABLE
STRAW BLANKET (NORTH AMERICAN GREEN BIONET
BLANKET), BIODEGRADABLE JUTE MATTING OR
EQUIVALENT
TEMPORARY/ PERMANENT
SEEDING ON BANKS
PERMANENT SEED MIX
i
10" Q\
�1-1/2"
ALLOW 3" OVERLAP
BETWEEN PARALLEL STRIPS
DITCH APPLICATION
EROSION CONTROL MATTING
NTS
La
3xD
o�
D = PIPE DIA. IN INCHES
Dmax = MAXIMUM STONE SIZE (1.5 x d50)
PIPE OUTFALL PROTECTION
NTS
CLASS B RIP —RAP
#57 WASHED STONE
RIP RAP HEADWALL
RIP RAP HEADWALL
AND CONTINUATION
OF RIP RAP BERM _
I I I-� I I I —I 11=1 11=1 I
l< =1 I I —I I I E
I C I —I O I —I I
� — —I
FLOW
11=III=111—
#57 WASHED STONI
NATURAL GROUND
PLAN SYMBOL
BURY THE TOP END OF THE MAT IN A TRENCH
4" OR MORE IN DEPTH. TAMP THE TRENCH FULL OF SOIL.
SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN
FROM THE TRENCH. OVERLAP END OF TOP STRIP 6"
AND STAPLE.
V\
i WOOD/BIODEGRADABLE STAPLES
.091" DIA. OR LARGER: U SHAPED
6" LEGS OR APPROVED EQUAL
(STAPLES PER EROSION
CONTROL MATTING SPECIFICATIONS)
MATTINGTUCKED
FOLD TO SECURE AT EDGE AND STAPLED
W=D+La
.5 x Dmax
�� I i ­11C
PIPE OUTF CLASS RIP RAP La
OP 1
CLASS A
6'
OP 2
CLASS A
6'
OP 3
CLASS A
6'
PLAN SYMBOL
IF
STONE
1.5' MIN.
RIC
TOP OF DITCH
(NATURAL GROUND)
CLASS B
EROSION CONTROL
2'7
24" MAX.
AT CENTER
FILTER FABRIC
SECTION A —A
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM.
INSPECTION AND MAINTENANCE: REMOVE SEDIMENT ONCE IT HAS REACHED 1/3 THE HEIGHT OF THE CHECK DAM.
ROCK CHECK DAM
NTS
NOTE:
THE MOST UPSLOPE EDGE OF
EROSION CONTROL BLANKETS
IS TO BE STAPLED 2' O.C.
6" MIN.
OVERLAP
DOUBLE SIDED BIODEGRADABLE
STRAW BLANKET (NORTH AMERICAN GREEN BIONET
BLANKET), BIODEGRADABLE JUTE MATTING OR
EQUIVALENT
— DIRECTION OF
WATER FLOW
STAPLES IN ALTERNATING
PATTERN +/-5' APART
4 STAPLES IN ROW ALONG END
AND ALONG EDGE OF SWALE CHANNEL
BOTH SIDES
HILLSIDE APPLICATION
TIE TO EXISTING GRADE
r-nncinni i^nnirnni M AnivrT rnn ri nnr-r
NOTES:
1. FOR NEWLY CUT CLEAN WATER DIVERSION DITCH, USE EC BLANKET (SEE 312.1)
2. SEED SWALE/DITCH PER SEEDING SCHEDULE L2.2
SIDE SLOPES SHALL BE 3:1 MAXIMUM.
PLAN SYMBOL
VEGETATED SWALE / CLEAN WATER DIVERSION DITCH ►�-�
NTS
50'
BASE OF DITCH
NOTES:
O1 FILL LOW AREAS ALONG TOP OF BANK TO
PREVENT BACKWATER FROM EXITING DITCH.
COMPACTED SOIL
WATER BAR
NTS
2'
6' TYP.
S =DITCH SLOPE
PLAN SYMBOL
0O�O�O
O
FLOW
II
PLAN SYMBOL
s
00 New
Wr
h%wl
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
�O
DESIGN BY:
DRAWN BY:
CHECKED BY:
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Copyright© 2022, Equinox Environmental
Consultation & Design, Inc.
PHASE
####
DATE
December 7, 2022
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION
CONTROL
DETAILS
L290

SEDIMENT TRAP PLAN VIEW
A
700-B STONE APRON
pp0
0
0
AS HOWN
A
PRAP OUTLET
TRAP VOLUME
BAFFLES (3)-
JVI\I /-1VL t11\LY1
SECTION A - A
DESIGN SETTLED
TOP OF DAM 1.5-FT. MIN.
WEIR
WIDTH
1.5-FT. rno °
5-FT. MAX. I'2:1 oR
rorob M� °ca°0 FLATTER
00oco o� TT
NATURAL
3-FT. GROUND
NON -WOVEN MINIMU
GEOTEXTILE
FABRIC 1:1 SIDE SLOPE OR
FLATTER
OVERFILL
0.5- FT. FOR
SETTLEMENT
COMPACTED EARTH
FILL AND ROCK
SECTION B - B
1-FT. THICK LAYER
1-INCH D50 WASHED STONE 5 EXTEND STONE APRON
MINIMUMTO STABLE OUTLET -
CLEAN OUT STAKE
2:1 1.5 FT.
� 2:1
"V" Volume n
_ � n 5-FT. MAX. FILL
GENERAL NOTES
1. Sediment traps should not be placed in Waters of the State or USGS blue -line streams (unless
approved by Federal Authorities).
2. The rock outlet structure shall consist of 12-inch D50 riprap. The upstream face of this outlet
shall consist of a 1-foot thick layer of 1-inch D50 washed stone. The maximum steepness of the
rock outlet structure shall be 2:1.
3. Both the rock outlet and the stone apron shall have an underlying layer of non -woven
geotexti le filter fabric.
4. All internal side slopes of the sediment trap should be 2.5:1 or flatter.
5. A sediment cleanout stake should be installed and marked to remove sediment at 50% of the
sediment storage volume.
7. After construction of each sediment trap, the area disturbed to construct the trap should be
promptly stabilized, including all side slopes.
8. All sides of trap shall be matted and seeded.
9. The following sediment trap requirements shall be maintained:
- Maximum embankment height shall be 5-feet.
- Maximum riprap outlet height shall be 3.5-feet.
- Minimum flow length at top of riprap outlet shall be 5-feet.
INSPECTION AND MAINTENANCE
1. The key to a functional sediment trap is weekly inspections, routine maintenance and regular
sediment removal.
2. Attention to sediment accumulations within the trap is extremely important. Accumulated
sediment deposition should be continually monitored in the trap and removed when
necessary.
3. Remove accumulated sediment when it reaches 50% of the designed
sediment storage volume as marked by the cleanout stake.
4. Removed sediment from the trap shall be placed in stockpile storage areas or spread thinly
across the disturbed area. Stabilize the removed sediment after it is relocated.
5. Regular inspections of sediment traps should be conducted once every calendar week and, as
recommended and within 24-hours after each rainfall event that produces'/2-inch or more of
precipitation.
6. Disturbed areas resulting from the removal of the sediment trap should be permanently
stabilized and additional BMPs, such as silt fence, should be utilized to handle stormwater
runoff from this disturbed area until final stabilization is reached.
SEDIMENT TRAP
NTS
-WOVEN GEOTEXTILE FABRIC
RIPRAP OUTLET
12-INCH D50
Drape baffle rnateriall over wire strand and
secure with plastic ties at posts and on w ire every 12'
9QWe Mif►High T
Tension 1Nrre 5trarxf T fill N .
Shal I Be Secured
To Past To Support
11AeMawial I�IE�'€�IAI 13fAI�IPI�
11
same IA+l,atefi al
If tthe ternpora ry sediment basin will be
converted to a permanent stormwater basin
of greater depth, the baffle height should be
based on the pool depth during use as a
temporary Sediment basin.
NoW Instal three (3) coir fl ber bAes in basins
at drainage oudets with a spacing of 114 the
basin length.Two (2) cnirfiber baffles can be
installed in the basins less than 20 ft in length
with a spading of 1/3 the basin length.
Extend 9 gauge wire to basin side or i nstalI T=post to anchor
baffle to side of basin and secure to veftical post
*max. --*
Variable Depth
c T : Secure bottom of baffle to ground with
12' staples at Ur maadmurn spacing.
PLAN SYMBOL
MUD MAT
NTS
In
CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6"
FILTER FABRIC
ORIGINAL GRADE
L-12" MIN, UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION B-B
INSTALLATION:
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS
A CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY IMPERVIOUS SURFACE, SUCH AS A PARKING LOT.
2. INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE.
3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHERE NEEDED TO PROVIDE POSITIVE DRAINAGE.
4. LIMESTONE MAY NOT BE USED FOR THE STONE PAD.
INSPECTION AND MAINTENANCE:
1. INSPECT THE CONSTRUCTION ENTRANCE AT LEAST ONCE PER CALENDAR WEEK. CHECK FOR MUD AND SEDIMENT
BUILDUP AND PAD INTEGRITY. INSPECTIONS MAY BE NEEDED TO BE MORE FREQUENT DURING LONG PERIODS OF
WET WEATHER.
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY
MEASURES USED TO TRAP SEDIMENT.
4. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY,
5. IMMEDIATELY REMOVE ANY MUD OR SEDIMENT TRACKED ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR
SWEEPING. FLUSHING SHOULD ONLY BE USED WHEN THE WATER IS DIRECTED TO A SEDIMENT TRAP OR BASIN.
6. REMOVE CONSTRUCTION ENTRANCE ONLY AFTER THE SITE HAS REACHED FINAL STABILIZATION. PERMANENT
VEGETATION SHOULD REPLACE AREAS WHERE THE CONSTRUCTION ENTRANCE HAS BEEN REMOVED UNLESS THE
AREA WILL BE CONVERTED TO AN IMPERVIOUS SURFACE TO SERVE POST -CONSTRUCTION.
PLAN SYMBOL
5 1 K,
ANC
i
DITCH
1" WASHED STONE FILTER
PLAN VIEW
10' BEYOND OUTLET PROTECTION OR WHERE
DITCH MEETS ANOTHER LINER MATERIAL
NOTCHED WEIR ` 9"MIN. 5 FT.
MAX.
2
r
1
>,
-III1711111111111��
DITCH OUTFALL I
RIP RAP
EROSION CONTROL BLANKET
CROSS SECTION
STRAW WATTLE
INSPECTION AND MAINTENANCE: REMOVE SEDIMENT ONCE IT HAS REACHED 1/3 THE HEIGHT OF THE NOTCHED WEIR.
DITCH OUTLET PROTECTION
NTS
PLAN SYMBOL
�1
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
`O
�O
DESIGN BY:
DRAWN BY:
CHECKED BY:
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Copyright ©2022, Equinox Environmental
Consultation & Design, Inc.
PHASE
DATE
December 7, 2022
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 2406" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION
CONTROL
D ETAI LS
L291

NOTES:
1. SEE PLANTING & REVEGETATION SPECIFICATIONS (THIS SHEET) FOR MORE
INFORMATION ON SEED APPLICATION AND ESTABLISHMENT.
2. CONTRACTOR TO KEEP RECORD OF SEED PURCHASE AND APPLICATION
RATES FOR FINAL INSPECTION (BAGS & RECEIPTS).
3. GROUND STABILIZATION REQUIRED IN (7) SEVEN DAYS ON PERIMETER
AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION IN (14)
DAYS ON OTHER AREAS
TEMPORARY
SEEDING SCHEDULE
PERMANENT SEEDING SCHEDULE
TEMPORARY
SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
PERMANENT SEEDING MUST OCCUR WITHIN 14 CALENDAR DAYS OF FINAL GRADING.
BROUGHT
TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
COVER CROPS (TEMPORARY SEEDING) TO BE ADDED TO PERMANENT SEEDING MIXES IF NO
TEMPORARY SEEDING HAS BEEN PLACED PREVIOUSLY.
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
PERMANENT SEEDING MIXES: RATE (LB/ACRE)
Of
GERMAN MILLET 40
"STEEP SLOPES MIX" (ERNMX #310): 50
g
PARTRIDGE PEA 10
"NC MOUNTAIN UPLAND MEADOW MIX" (ERNMX #303): 30
75
A small -stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
"RIGHT-OF-WAY NATIVE WOODS MIX" ERNMX #132-1 : 30
( )
co
lb/acre.
• "Steep Slopes Mix" seeding to be applied to all cut and fill slopes steeper than 3:1
SEEDING DATES: May 15-Aug 15
• "Mountain Meadow Mix" seeding to be applied in all all roadside and ditch conditions where
part to full sun.
O
SEEDING MIXTURE:
z
SPECIES RATE (LB/ACRE)
• "Woodland Mix" seeding to be applied in all roadside and ditch conditions in part to full
W
06 10-
ANNUAL (WINTER) RYE GRASS 60
shade.
W cn
PARTRIDGE PEA 10
• The seed mixes above are available at ERNST CONSERVATION SEEDS (800.873.3321).
z W
A small -stemmed sudangrass may be substituted for Partridge Pea at a rate of
Local sources of similar seed mix may be used to be approvedlb/acre. by Landscape p Architect)
SEEDING DATES: Feb 1-May 15
SOIL AMENDMENTS: Physically or chemically treat all exotic invasive plants before amending soil. Apply
lime and fertilizer according to soil tests or apply 4,000 lb/acre ground agricultural limestone and 1,000
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
lb/acre 5-10-10 fertilizer.
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
SOIL PREPARATION: Soil impacted by construction must be loosened prior to seeding by means of disking
<
or raking. Seedbed shall be well-pulvarized, loose, and uniform. All stones larger than three (3) inches,
A small -stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
sticks, roots, and other extraneous materials shall be removed. Apply seed uniformly with a cyclon seeder,
drop -type spreader, drill or hydro -seeder. Cover broadcast seed by lightly raking, then firm surface with
SEEDING DATES: Aug 15-Dec 30
roller or cultipacker. Cut or disc temporary seeding cover crop prior to seeding.
SEED PREPARATION:
SOIL AMENDMENTS:
Follow recommendation of soil tests. Use only amendments safe for riparian areas.
If banks exceed 4:1, apply seed, lime, and apply mulch.
MULCH:
MULCH:
Of
Apply 4,000 lb/acre straw. Anchor straw by tacking.
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of another suitable, weed -free mulching material.
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Use a spray -on growth (mulch) matrix (Flexterr;PFGM or equal) for slope embankments that exceed 3:1
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MAINTENANCE:
slopes.
O
Refertilize if growth is not fully adequate. Topdress with 50 lb/acre of nitrogen in March (if
applicable). If it is necessary to extend temporary cover beyond June 15th overseed with
MAINTENANCE:
mixes provided. Reseed, re -fertilize and mulch immediately following erosion or other
Mow or cut back no more than once a year. Refertilize in the second year unless growth is fully adequate.
damage.
Reseed, fertilize, and mulch damaged areas immediately. Weed during first 2 years of establishment.
SEEDING SCHEDULE
NTS
10' ROCK CHECK EVERY 50-100' ALONG SILT FENCE AS
SHOWN ON PLAN AND IN AREAS OF CONCENTRATED FLOW.
USE CLASS B RIP RAP LINED WITH #57 STONE ON FLOW
SIDE
WIRE -BACKED
MIRAFI 100X SILT FENCE FABRIC
(OR ENGINEERING APPROVED
EQUAL - SEE NOTE #3)
INSTALLATION:
1.
SILT FENCES SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2.
INSTALL MINIMUM 10' (OR GREATER AS SPECIFIED ON PLANS) CHECKS (TIE -BACKS) AT END TO
TYp
PREVENT FLOWS FROM BY-PASSING SILT FENCE, AND EVERY 50'-100' WHERE SILT FENCE IS
INSTALLED WITH SLOPE AND CONCENTRATED FLOWS ARE EXPECTED ALONG FENCE.
FN M
3.
SILT FENCE SLURRY FLOW RATE TO BE 0.3 GPM/FT 2, LESS THAN THE CLEAR WATER FLOW RATE OF
10 GPM/FT2.
tMgkiM��G
INSPECTION AND MAINTENANCE:
qc/
END OF ROW: TURN UP SILT
FENCE AT TO ENSURE
1.
2.THE
INSPECT AND REPAIR SILT FENCE AT LEAST ONCE EVERY CALENDAR WEEK..
MENT BEEE 1/3 THE HEIGHTOT SILT FENCE.
&G
A PROPR ATDE TRAPPING OF
3.
SEDIMENT SHALL BSHALL
D POSWHENIITED TO AN AREA THAIS
REMIOVED WILL NOT CONTRIBUTE SEDIMENT
SEDIMENT
OFF -SITE AND CAN BE PERMANENTLY STABILIZED.
i\/\\/ \\
ALSO APPROPRIATE FOR
4.
UPON PROJECT COMPLETION, THE SILT FENCE SHALL BE REMOVED AND HAULED OFF -SITE. ANY
J HOOKING SILT FENCE ALONG
DEPOSITED SEDIMENT SHALL BE PROPERLY GRADED AND SEEDED.
ROW TO SLOW WATER
BACKFILL TRENCH
WITH COMPACTED
EARTH
ISOMETRIC VIEW
HEAVY DUTY PLASTIC TIES
(EVENLY SPACED, RESTRICTED
TO TOP 8 INCHES OF FABRIC)
NOTE: FILTER FABRIC -
TYPE S (SENSITVE) FENCE
REQUIRES WOVEN WIRE COMPACTED
FENCE OR ALTERNATE EARTH
BACKING RUNOFF
1.25 LB./LF STEEL POST
v
N
O
Co
7 BURY AT LEAST 12 INCHES `V
OF FILTER FABRIC
TRENCH DETAIL
REINFORCED SILT FENCE
NTS
3 FT. MINIMUM SPACING
5 FT. MAXIMUM SPACING
DOUBLE ROW OF SILT FENCE
Seeding Specifications:
Permanent seed mixes should be applied at the time of temporary seeding and must be applied prior to the installation of erosion control matting. For erosion control along cut and fill
slopes use erosion control matting, flexterra, or hydroseeding.
Drill seeding is the preferred seeding technique. If slopes do not allow for safe application of drill seeding than broadcast seed or hydroseed. If hydroseeding apply seed mix with 500 lbs.
per/acre of hydro mulch with seed and then apply second coat of hydro mulch at 1,000Ibs. per/acre as a top coat.
Permanent seed mixes shall only be applied in the spring or the fall.
If the permanent seed mix cannot be applied within 10 days of finish grading or after spring or fall, a temporary cover crop seeding can be applied but all existing vegetation must be
removed from the areas to be seeded prior to the application of the permanent seed mixes and the soil must be prepared.
Prepare cut and fill slopes so there is good seed to soil contact add 1/8"-1/4" layer of stockpiled topsoil whenever possible.
For areas with slopes less than 3:1, cover the seed 1/8"-1/4" deep with topsoil (stockpiled topsoil from the site) by dragging with a spring -tooth harrow or by firmly pressing seed into the
soil with a cultipacker or lawn roller.
For areas with slopes steeper than 3:1, final tracking should be perpendicular to the slope to retain seeds and moisture. Incorporate topsoil (stockpiled) into the soil in a manner that will
leave the soil rough and minimize erosion.
Apply erosion control matting, mulch with straw or hydromulch to protect the seed immediately after seeding to keep the seeds from drying out or washing away
Add lime and fertilizer only where no topsoil remains or where topsoil cannot be reapplied due to slope.
SEED MIXES:
"STEEP SLOPES MIX" (ERNMX 310)- FOR ALL SLOPES STEEPER THAN 3:1
"NC MOUNTAIN UPLAND MEADOW MIX" (ERNMX 303)- FOR ALL OTHER DISTURBED CONDITIONS IN PART TO FULL SUN, INCLUDING ROADSIDES, DITCHES, AND SWALES
"RIGHT-OF-WAY NATIVE WOODLAND MIX" (ERNMX 132-1) - FOR ALL OTHER DISTURBED CONDITIONS IN PART TO FULL SHADE
Seed mixes from Ernst conservation seeds [phone] www. Ernstseed.com
10"
(TYP. )
NOTES:
'� I=III II c
,.,1-1i1- SOIL/SEDIMENT -11 .�
=I�I�Ir STOCKPILE AREA
ORIGINALGROUNDGROUND SURFACE
1. SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF STOCKPILE AREA IS
LOCATED ON/NEAR A SLOPE THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THE
DOWN -GRADIENT AREA.
2. IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES
MUST BE IMPLEMENTED.
3. SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR
PERMANENTLY STABILIZED.
PLAN SYMBOL 4. THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE
MAINTENANCE, AND REGULAR SEDIMENT REMOVAL (SEE INSPECTION AND MAINTENANCE NOTES
FROM SILT FENCE DETAIL).
SOIL/DIRT STOCKPILE
NTS
SILT FENCE
(SEE DETAIL)
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
`O
Ilk
�O
DESIGN BY:
DRAWN BY:
CHECKED BY:
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4 2
Copyright© 2022, Equinox Environmental
Consultation & Design, Inc.
PHASE
DATE
December 7, 2022
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 2406" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION
CONTROL
D ETAI LS
L293