SW6220903_Plansheet - Misc. Detail_20221102

DRIVE STEEL POSTS 18" INTO THE GROUND
MAXIMUM & O.C. AND EXCAVATE A 4" X 8"
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
NOTES:
TRENCH UPHILL ALONG THE LINE OF
POSTS.
EXCAVATED TRENCH AND TURNED OUT
4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
TOP & BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
STEEL POSTS
STAY WIRES
MIN. 12-1/2 GA
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
LINE WIRES
MIN. 12-1/2 GA.
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
STEEL POSTS SHALL BE A MIN. OF S HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
43.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
ANDAFTER EACH RAINFALL OCCURRENCE. ANYNECESSARY
REPAIRS OR CLEANMAINTAIN THE EFFECTIVENESS OF
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
BE
THE DEVICE SHALL BE MADE IMMEDIATELY.
SEEDING SPECIFICATIONS
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
STEP 1
STEP 2
PRESSURE ON THE FENCE AS NEEDED.
5. TEMPORARY MEASURE SHALL NOT BE REMOVED
SEEDING MIXTURE:
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
CONTRACTOR UNTIL THIS ACTION IS APPROVED BYAN NCDENR
SPECIES RATE (LB./ACRE)
SPECIES RATE (LBS./ACRE)
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ATTACH THE FILTER FABRIC TO THE WIRE FENCE,
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
TRENCH AND TURNED OUT 4" IN THE TRENCH.
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
CONTRIBUTING DRAINAGE AREA IS STABLE.
RYE (GRAIN) 120
TALL FESCUE 80
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT.
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
POSTS MAX 8' O.C.
KOBE LESPEDEZA 10
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
SEEDING DATES:
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
WIRE FENCE "HOG WIRE"
JANUARY 1 MAY 1
SEEDING NOTES:
OTHER THAN INDICATED ON THESE PLANS INCLUDING, BUT NOT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
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FILTER FABRIC
_
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
STORAGE AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
X #9 WIRE STAPLES 1-1/2" LONG
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE..:.::>:;"�.:>...
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR S FINAL APPROVAL IS REQUIRED.
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F BOTTOM OF WIRE FENCE AND
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LB./ACRE 10-10-10 FERTILIZER.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
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C7 FILTER FABRIC BURIED 8 IN
- EXCAVATED TRENCH & ruRNED
NURSE PLANTS:
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
OUT 4" IN THE TRENCH
MULCH:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND!
..t ?:
-�`
FLOW
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LBJACRE RYE (GRAIN).
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
%W24"
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
STEEL POST DRIVEN
INTO GROUND
SEEDING DATES:
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
A
MAINTENANCE:
BEST POSSIBLE
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
STEP 3
STEP 4
SECTION A -A
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 -MAR. 20 FEB. 15 -APR. 30
OR THE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
MAINTENANCE
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
IMMEDIATELY.
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
2. SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LBJACRE GROUND AGRICULTURAL
SPECIES RATE (LB./ACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LBJACRE 10-10-10 FERTILIZER.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARYTO
PRESSURE ON THE FENCE. TAKE CARE TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
NEXT RAIN AND TO REDUCE
NTS
GERMAN MILLET 40
MULCH:
4. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE AFTER
APPLY 4,000 LBJACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBJACRE.
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.
3 GENERAL EROSION AND SEDIMENT CONTROL NOTES
4 SILT FENCE
SEEDING DATES:
MAY 1 - AUGUST 15
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
SOIL AMENDMENTS:
TOP DRESS WITH 500 LBJACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
DESIGN CRITERIA
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
LBJACRE 10-10-10 FERTILIZER.
AGGREGATE SIZE -USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
MULCH:
SEEDING SPECIFICATIONS
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS - 6 INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
LL LASS 1 RIP RAP
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
SEEDING MIXTURE:
WITH 20 FOOT RADIUS AT EXISTING WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
j SEE SECT ION THRU BASIN BELOW)
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
RonownY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36'-0" MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
/ //
F\�
MAINTENANCE:
SPECIES RATE (LB./ACRE)
6„� LENGTH- 50 FT. MINIMUM.
/ /
\ 1 I
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT2)
TR NCES AND
EXITS LOCATTO LIMIOT ATE CONS TRUCTIONLEAENTRANCES
\ LASS 1 RIP RAP HEADWALL
EROSION OR OTHER DAMAGE.
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
SEEDING DATES:
FILTER FABRIC CONSTRUCTION VEHICLES AVOID STEEP GRADES
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS
/
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
COASTAL PLAIN: APR. - JULY
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
// / I \ \\\\� 57 WASHED STONE
SOIL AMENDMENTS:
1' THICKX 3' HIGH MIN.
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LBJACRE 10-10-10 FERTILIZER.
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
SEDIMENT STORAGE AREA
ACCEPTANCE.
PERSPECTIVE VIEW
SEEDING DATES:
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
OP
NOT TO SCALE
AUGUST 15 - DECEMBER 30
SOIL AMENDMENTS:
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
G�
�� MAINTENANCE
FLOO
STORAGE NATURAL GROUND
1' 2' RIP RAP HEADWALL
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND
LBJACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
J�
Q Z MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
ZONE
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
Sp' REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
SEDIMENT
STORAGE 1.5' - - - - - - - -
DRAINAGE DEVICES.
mwn. RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
MULCH:
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
- --FLO�JV- - - -
FLOvV_ 1.5' IPE INVERT
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE:
/ OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
PUBLIC ROADWAYS.
57 FILTER FABRIC
CLASS 1 RIP
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
MAX. SEDIMENT DEPT WASHED -RAP CONSTRUCTION SPECIFICATIONS:
STONE
MAINTENANCE:
REFERTILIZE THE FOLLOWING APR. WITH 50 LBJACRE NITROGEN.
(CLEAN OUT POINT)
1. CLEAR THE AREA OF ALL DEBRIS.
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LBJACRE OF NITROGEN IN MARCH. IF
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND
SECTION THRU BASIN, FILTER, & CULVERT PIPE THE PIPE INLET.
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBJACRE KOBE LESPEDEZA
NOT TO SCALE 3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE
IN LATE OR EARLY MARCH.
�'C
MAINTENANCE: PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
AGGREGATE �rL
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
6" MIN. THICKNESS
EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
STORAGE ORIGINAL HAS AND STABILIZE WITH GROUND COVER.
2-3" COURSE
ACCUMULATED TO 1 2 THE DESIGN DEPTH OF HE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
NTS
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. NTS
1 TEMPORARY SEEDING SPECIFICATIONS
2 PERMANENT SEEDING SPECIFICATIONS
5 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6 ROCK PIPE INLET PROTECTION
CHANNEL INSTALLATION 12"-
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
6"
\\/,
- A L
__
� SEDIMENT
J
I -III -III -III -III -III- - STORAGE AREA
-' -, -;
20' EP-EP
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
THE EDGES (MIN) 1 5'
q
TO FORM A WEIR MIN.
� , I O
10' 10
�oQe
\ oo \
9" MIN.
... .. f ] I-4"-I
�'.'. i-
r
-III-
CENTER OF THE DAM IS
\\\�� j� O
//\\/\\/\\�
1 % �-
TO BE 9" LOWER THAN
( ]
......... .
1 %
I I
FILTER FABRIC THE EDGES (MIN)
TO FORM A WEIR
]
\ \/ 1.:::::::'::'::'::'::' 2"-5"
\\ \ 1 �?............ �-
dope
1 - 8 CABC
CLASS A OR B EROSION
CHANNEL OR DITCH
\ \\':.....................?:i?ri'''
- -
I-
CONTROL STONE 2•
APPLICATION A
\\ \\ :: ��
/ 6.
24" MAX.
l
\ \ \':C:{{;{';:':';:':';:{{;
w
- z z
i
AT CENTER
\w
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U
MAINTENANCE\�\\
4"_6"
6" \\�
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
\\
CASE LESS THAN ONCE PER WEEK FILTER FABRIC
..................
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
NTS
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE NTS
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30 CM) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
HEIGHT OF THE WEIR.
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT
THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK
7 ACCESS DRIVE TYPICAL SECTION
8 CHECK DAM WITH WEIR
OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
®
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
MAINTENANCE
®
4.00'[1.22M]
Ft
i
4.00'[1.22M]
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM I STAPLES/STAKES SHOULD BE
PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
PIPE OUTLET TO 1. INSPECT THE OUTLET PROTECTION
WELL-DEFINED CHANNEL AFTER EACH RAINFALL BUT IN NO
8.00' [2.44M]
8.00'[2.44M] • •
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE
CASE LESS THAN ONCE PER WEEK.
A A
z.00'[o.s1M]
2.00'[0.61MI
ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS.
ANY STONES THAT THAT HAVE BEEN
- - DISLODGED SHOULD BE REPLACED
•
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
AND ANY EROSION AROUND THE
4.00'[1.22MI
APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH
OUTLET SHOULD BE REPAIRED.
- -
4.00' [1.22M]
�i
• •
AFTER STAPLING.
0.7 STAPLES PER SQ. YD.
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQM)
.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) ( ) DEPENDING ON BLANKET TYPE AND
.
(0.8 STAPLES PER SQM)
STAPLED.
0
PLAN
® ©
® I ©
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS.
GRAVEL OR FABRIC
T� 1.50'
2.00' M] 1.50'[0.46M]
USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE
2.00' [0.61M] [0.46M]
4.00' [1.22M] • 3.00' [0.91M] •
[0.61 3.00' [0.91 M] • •
4.00' [1.22M] • •
CHANNEL.
L
�-
L 2.00' [0.61M]
•
• 2.00' [0.61 M]
• •
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM)
• z.00'[o.s1M]41
2.00'[0.61M]
•'I • 40 • 41
APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
• 4.00'[1.22M]
• • 4.00'[1.22M]
NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
p
p'
4.00'[1.22M]
41 • 40
4.00'[1.22M] •
PROPERLY ANCHOR THE BLANKETS.
I �I I I _ 1Tf=1Tf=1Tf= D
,fI�III I I I I I I
II I
•
It
• • • •
A NOTE:
I
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
s STAPLES PER sQ. M) (z.o STAPLES PER SQ. M)
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER sQ. M) z.o STAPLES PER SQ. M)
B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
II I
I�IIK GRAVEL ORYFABRIc
A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
IIII
B. PROJECTED WATER LINE
SECTION A -A
QD ®
® ®
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
L L
�asM]
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
NOTES
1.50'[0.46M] 1.50'[0.46M]
3.00' [0.91M] • 3.00' [0.91 M] • •
1.so'[±.asM]
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
1. LA IS THE LENGTH OF THE RIPRAP 3. IN AWELL-DEFINED CHANNEL EXTEND
• •
3.00' [0.91 M] • • • 3.00' [0.91 M] • • • •
APRON.(SEE EC PLAN) THE APRON THE REQUIRED 4' WIDTH
OR UP TO THE TOP OF THE CHANNEL
2.00'[0.61M] T
• • •
• • • • • •
z.00'[o.s1M]
2. D = 1.5 TIMES THE MAXIMUM BANKS, WHICHEVER IS LESS.
• a.00'[1.zzM] • 00'[0.30M]
• • • 4.00'[1.22M] • • • • 1.00'[0.30M]
MAINTENANCE:
STONE DIAMETER BUT NOT LESS
THAN 6". 4. A FILTER FABRIC OR BLANKET SHOULD BE
2.00'[0.61MI
• • • 4.00' [1.22M]
• • • • • •
• • • • • • 2.00' [0.61 M]
INSTALLED BETWEEN THE RIPRAP
• •
00' [0.30M]
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
AND SOIL FOUNDATION.
• • •
• • • • • •
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
• •
• • • • • • •
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
NTS
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M) NTS
• • • • • •
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD. N T 1
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
REINSTALLED. NTS
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M) VV
9 TYPICAL RIP RAP APRON
10 STAPLE PATTERN FOR 4' ROLLS
11 STAPLE PATTERN FOR 8' ROLLS
12 EROSION CONTROL BLANKET INSTALLATION
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
LINDEN
LANDING
SUBDIVISION
SITE & EROSION
CONTROL
DETAILS
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1878
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
SEPTEMBER 29, 2022
SHEET NUMBER
C-6mO