20231466 Ver 1_1_20231027

I-85
EXIT 17-A
US 321
TO CHARLOTTE
SITE
EROSION & SEDIMENTATION CONTROL PLANS
FOR
SIMS LEGION PARK LANDFILL
GASTONIA, GASTON COUNTY , NORTH CAROLINA
VICINITY MAP SCALE: 1" = 400'
VICINITY MAP N.T.S.
NORTH CAROLINA
CONTACT INFORMATION
OWNER/DEVELOPER
NCDEQ - DIVISION OF WASTE MANAGEMENT
217 WEST JONES STREET
RALEIGH, NORTH CAROLINA
[phone]
SURVEYOR
----
----
----
----
ENGINEER
SHIELD ENGINEERING, INC.
4301 TAGGERT CREEK ROAD
CHARLOTTE, NC 28208
[phone]
CLIENT CONTACT
MR. THOMAS SLUSSER
[phone]
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GASTON
COUNTY
SEE BELOWSheet List Table
Sheet Number Sheet Title
1 COVER
2 EXISTING CONDITIONS PLAN
3 EROSION & SEDIMENTATION CONTROL PLAN - OVERVIEW
4 EROSION & SEDIMENTATION CONTROL PLAN - 1
5 EROSION & SEDIMENTATION CONTROL PLAN - 2
6 EROSION & SEDIMENTATION CONTROL PLAN - 3
7 EROSION & SEDIMENTATION CONTROL DETAILS - 1
8 EROSION & SEDIMENTATION CONTROL DETAILS - 2
9 STORM PLAN & PROFILE
10 RAVINE PLAN & DETAILS
11 STOCKPILE PLAN
12 TREE SAVE PLAN
13 MISCELLANEOUS NOTES
14 NC DEQ SELF INSPECTIONS
15 NC DEQ STABILIZATION NOTES
TOTAL DISTURBED AREA = 19.20 AC.
720
700
710
70
0
710
71
0
X
X
X
X
0+00
1+00
2+00
3+00
700
700
705
705
710
7
1
0
715
FES 1
MH 1
680
690
700
710
720
680
690
700
710
720
0+00 +1+00 +2+00 +3+00
2+
5
8

=

E
X
.

4
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=

6
9
9
.
1
5
FES 1
STA:2+03.29
RIM:702.26
INV IN:698.30 48" RCP
73.49' of 48" RCP @ 1.35%
MH 1
STA:2+76.81
RIM:717.35
INV OUT:699.29 48" RCP
EX. GRADE
@ C/L DITCH
1.17% PROP.
GRADE @ C/L
DITCH
2+
7
8

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REMOVE 20'
OF EX. 48"
RUSTED CMP
1+
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PROP. 18" THICK
CLASS 1 RIP RAP
OUTFALL CHANNEL w/
GEOTEXTILE FABRIC
NCDOT DETAIL 840.52
EX
.

5
4
9
'

-

4
8
"
RC
P

@

1
.
9
4
%
RIPRAP APRON AT PIPE OUTFALL
1) FILL MATERIAL SHALL BE COMPACTED TO 95% PROCTOR DENSITY IN LIFTS NO MORE THAN 6" THICK. SPECIAL
CARE SHOULD BE TAKEN TO MAKE SURE FILL MATERIAL UNDER PIPES IS THOROUGHLY COMPACTED.
2) ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS
3) A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST BE ALLOWED FOR
COMPACTION OF FILL MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER
THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6". UNDER NO
CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS
BEEN PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.
NOTES:
48"
RCP
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1"=30'
0 12030153060
(IN FEET)
GRAPHIC SCALE
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N
RCP PIPE BEDDING DETAIL
SCALE:
H - 1" = 30'
V - 1" = 6'
RAVINE CENTERLINE PLAN / PROFILE VIEWS
N.T.S.
PROVIDE BEDDING MATERIAL COMPACTED TO A
90% PROCTOR 6" THICK, 6" BEYOND OUTSIDE
RADIUS OF MANHOLE BASE. SUPPORT SEWER
PIPES WITH BEDDING MATERIAL.
690
700
710
720
690
700
710
720
0+00 +1+00 1+50
6'
2'
EX. GRADE
@ C/L DITCH
PROP. 4:1
GRADE @
CROSS
SECTION W/
MATTING "B"
MATTING "A"
720
700
710
70
0
710
71
0
X
X
X
X
0+
0
0
1+
0
0
1+
5
0
700
700
705
705
710
7
1
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715
FES 1
MH 1
COMPACTED FILL
4"
PRESTO GEOWEB
GW20V4
(DEPTH = 4")
4"
4"

M
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.
CO
V
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R
COMPACTED FILL
EXISTING CONSOLIDATED AND STABILIZED WASTE
LAYER OR RELOCATED WASTE WITH DAILY COVER.
AMEND WITH FILL TYPE S1 TO BRIDGE AREAS OF
RUTTING OR PUMPING PER SPECIFICATIONS.
MATTING "B"
MATTING "C"
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SCALE:
H - 1" = 30'
V - 1" = 6'
1"=30'
0 12030153060
(IN FEET)
GRAPHIC SCALES
EW
N
RAVINE GENERAL NOTES:
1.THE RAVINE IS TO BE EXCAVATED TO A SUBGRADE NO LESS THAN ONE FOOT BELOW FINISH GRADE.
2.WASTE REMOVED FROM THE RAVINE EXCAVATION IS TO BE STOCKPILED OR PLACED IN THE IN THE PREPARED BURIAL PIT AS SHOWN ON DRAWING #???.
3.THE BURIAL PIT SHOULD BE LINED WITH A GEOTEXTILE FABRIC (MATTING "C") AS SHOWN IN DETAIL THIS SHEET TO SEPARATE ALL EXPOSED WASTE MATERIAL AND FILL
COVER SOIL.
4.AFTER THE RAVINE HAS REACHED SUBGRADE (FINISH GRADE MINUS ONE FOOT IN ELEVATION), PLACE AND COMPACT 4" OF FILL SOIL AS SHOWN ON PROFILE DETAIL,
THIS SHEET. ABOVE THE FILL SOIL, PLACE GEOTEXTILE FABRIC (MATTING "C") OVER ENTIRE AREA. PLACE PRESTO GEOWEB GW20V4 (DEPTH = 4") OVER FABRIC AND
REINFORCE IN PLACE USING STAKES AND KEYS AS RECOMMENDED BY THE MANUFACTURER.
5.MATTING "A" IS TO BE PLACED BELOW THE RIP RAP OUTFALL BEYOND THE EXTENDED 42" RCP STORM PIPE. PATTERN 'E' IS TO BE USED TO PIN THE MATTING ALONG
THE LENGTH OF THE 6-FOOT WIDE CHANNEL. THE MATTING IS TO BE PLACED TO A VERTICAL HEIGHT OF 2-FEET.
6.IT IS ESSENTIAL THAT ENOUGH PLASTIC POLY SHEETING BE KEPT ONSITE TO BE ABLE TO COVER THE ENTIRE DISTURBED AREA OF THE RAVINE. THE SHEETING MUST
BE PLACED DURING ANY RAINSTORM OR BEFORE ANY FORECASTED RAIN EVENT. MATERIALS TO HOLD THE SHEETING IN PLACE DURING HEAVY RAINS AND/OR WINDS
MUST ALSO BE UTILIZED WHEN COVERING DISTURBED AREAS. METHODS TO RESTRAIN THE SHEETING COULD INCLUDE USING HEAVY ITEMS (TIRES, CONSTRUCTION
CHAINS, LOGS, LARGE ROCKS, ETC.). GROUND COVER ANCHORING PINS COULD ALSO BE USED (MINIMUM LENGTH OF 6-INCHES) IF THE SHEETING MATRIAL IS FOLDED
OVER AT LEAST TWICE SO THAT THE PINS PUNCTURE THROUGH AT LEAST THREE LAYERS OF THE SHEETING. BY COVERING THE OPEN AREAS DURING EACH PHASE,
THIS WILL HELP ELIMINATE SEDIMENTATION.
7.ALL DISTURBED AREAS ARE TO BE SEEDED AND MATTED PER THE NOTES ON THIS PAGE IMMEDIATELY AFTER FINAL GRADING HAS BEEN ESTABLISHED.
GEOWEB® SLOPE STABILIZATION
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1. ATRA ANCHORS SHALL CONSIST OF NO. 4 REBAR WITH AN ATRA STAKE CLIP INSERTED INTO THE END OF THE REBAR.
LENGTH OF THE ATRA ANCHORS SHALL BE AS SPECIFIED.
2. ONE-PIECE MOLDED POLYMER ATRA SPEED STAKES AND PRE-ASSEMBLED ATRA GFRP (POLYMER) ARE AVAILABLE FROM
PRESTO GEOSYSTEMS IN VARIOUS LENGTHS.
3. THE GEOWEB CELLS SHALL BE FILLED WITH THE SPECIFIED MATERIAL (TOPSOIL, STONE, OR CONCRETE) AND SHALL BE
SUITABLE TO WITHSTAND THE APPLICABLE HYDRAULIC CONDITIONS.
4. THE GEOWEB SECTIONS SHALL BE ANCHORED TO RESIST SLIDING DUE TO DRIVING AND HYDRAULIC FORCES.
5. IF VEGETATION IS DESIRED, PROVIDE AN EROSION CONTROL BLANKET OR TURF REINFORCEMENT MAT IF THERE IS A
POTENTIAL FOR EROSION PRIOR TO ESTABLISHING VEGETATION.
6. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAF AND END TO END CONNECTION.
7. REFER TO THE GENERAL DETAIL DRAWINGS FOR ANCHOR DETAILS.
STAKE ANCHOR INSTALLATION STEPS:
1. POSITION THE ATRA ANCHOR NEXT TO THE UP-SLOPE CELL WALL.
2. DRIVE ATRA ANCHOR INTO THE GROUND UNTIL ARM OF ANCHOR IS LOCATED ABOVE GEOWEB CELL WALL.
3. ENGAGE ARM OF ANCHOR TO CELL WALL AND DRIVE UNTIL TIGHT.
PLAN VIEW
SECTION B-B
SECTION A-A
GEOTEXTILE
ATRA ANCHOR. ENGAGE
ANCHOR ARM WITH GEOWEB
CELL WALL
ATRA®ANCHORS IN SPECIFIED
PATTERN. ENGAGE ARM OF
ANCHOR WITH GEOWEB CELL
WALL
6 OZ. NONWOVEN GEOTEXTILE
REFER TO CREST ANCHOR
DETAILS
GENUINE GEOWEB SLOPE PROTECTION
SYSTEM WITH SPECIFIED INFILL
VEGETATION, IF DESIRED.
REFER TO NOTES.
VARIES
1
PROVIDE ATRA KEY CONNECTION FOR EACH END
TO END AND INTERLEAF CONNECTION (TYP)
A
A
ATRA ANCHOR
(SPEED STAKE, GFRP,
STAKE CLIP / REBAR)
VARIES
B B
LENGTH VARIES
ATRA ANCHOR
DETAIL
TYPICAL ATRA ANCHOR SYSTEM
SECTION
STAKE ANCHOR
DETAIL
MISCELLANEOUS MATTING / LINING NOTES:
THE FOLLOWING SPECIFICATIONS REFER TO THE DIFFERENT LINERS THAT WILL BE USED THROUGHOUT
THE PROJECT IN VARIOUS CONDITIONS:
·MATTING "A" = A PERMANENT TURF REINFORCEMENT EROSION CONTROL MATTING CAPABLE OF
EXCEEDING AN "UNVEGETATED" FLOW VELOCITY OF 8.5 FPS., "UNVEGETATED" SHEAR STRESS OF 2.3
PSF, TENSILE STRENGTH OF 450 LBS/FT.
·MATTING "B" = A BIODEGRADABLE EROSION CONTROL BLANKET CAPABLE OF EXCEEDING AN
UNVEGETATED FLOW VELOCITY OF 5.00 FPS., "UNVEGETATED" SHEAR STRESS OF 1.6 PSF, TENSILE
STRENGTH OF 90 LBS/FT.
·MATTING "C" = NONWOVEN GEOTECTILE FABRIC WITH A GRAB TENSILE STRENGTH NO LESS THAN
160 LBS., TRAPEZOID TEAR STRENGTH OF 60 LBS., A CBR PUNCTURE STRENGTH OF 410 LBS., AND A
FLOW RATE NO LESS THAN 110 GAL/MIN/SF.
RAVINE CROSS SECTION PLAN / PROFILE VIEWS
N.T.S.
GEOGRID PROFILE FOR RAVINE AREA
N.T.S.
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, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE
FOR LATE WINTER AND
EARLY SPRING:
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF
TEMPORARY COVER IS NOT TO EXTEND BEYOND
JUNE)
SEEDING DATES:
JAN. 1 - MAY 1
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, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE
FOR SUMMER:
SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE
(A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
SEEDING DATES:
MAY 1 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS 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 DAMAGED AREAS IMMEDIATELY. TOPDRESS 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 LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
FOR FALL:
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
SEEDING DATES:
AUG. 15 - DEC 30
TEMPORARY SEEDING SCHEDULE
PERMANENT SEEDING SPECIFICATIONS