SW4210802_Plansheet - Misc. Detail_20210816

E
#57 WASHED STONE -
6" THICK x 1.5' HIGH (MIN)
#57 WASHED STONE
1
6"
SECTION
:.
µi.
SEDIMENT STORAGE ZONE /
PERSPECTIVE VIEW SEDIMENT STORAGE AREA
10'x3'x1.5' (TYP.)
DONUT INLET PROTECTION
NTS
CLASS I RIP RAP
SILT FENCE
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 18 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY
IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURES.
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TOAVOID JOINTS. WHEN JOINTS ARE
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY
DUTY WIRE STAPLES AT LEAST 1 INCH LONG, OR TIE WIRES. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FT. APART. SUPPORT POSTS SHOULD BE DRIVEN
SECURELY INTO THE GROUND TO A MINIMUM OF 18 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH A 6 FT. POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE
FABRIC DIRECTLY TO POSTS.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM
THE BARRIER.
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC.
9. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND. AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR ABECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE
BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE ARE TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. METAL FENCE POST
NOTES: 1. TOTAL DRAINAGE AREA FLOWING TO HOG WIRE (OPTIONAL)
SILT FENCE MAY NOT EXCEED 2 ACRES.
IN DRAINAGE AREAS OVER 1 ACRE THE
SILT FENCE SHOULD HAVE A STORAGE PIT.
�-EROSION CONTROL FABRIC
2• SILT FENCES SHOULD NOT BE USED AT
PIPE OUTLETS OR IN AREAS OF
CONCENTRATED FLOW (CREEKS, DITCHLINES, I FILL SLOPE
SWALES, ETC.) j
NO. 4 WASHED STONE � /\
SILT FENCE to
000 $
IIIIII1 II111II I IIIIN
EARTH FLOW
II
SEDIMENT PIT
95.DWG o
I
iv I
F�0 1
SILT FENCE DETAIL I
NOT TO SCALE -�
MAXIMUM PLACEMENT OF POST USING HOG WIRE WITH APPROVED EROSION
CONTROL FABRICS TO BE 10 FEET
MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING APPROVED EROSION
CONTROL FABRICS TO BE 6 FEET TO 8 FEET APART
POST METAL T-POST 5 FEET OR 6 FEET IN HEIGHT DEPENDING ON FILL
SLOPE.
FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINEERS SPECIFICATIONS
FOR EROSION CONTROL).
STONE NO. 4 WASHED STONE TO BE PLACED 12 INCHES DEEP AT SILT
NOTE: FENCE.
STRUCTURAL STONE SHALL BE \
(CLASS "B") STONE FOR EROSION
CONTROL PURPOSES.
BE O.5 ORSEDIMENT
NTNOL57STONE. ONE ALL SILT FENCE WITH STONE OUTLET DETAIL
2' NOT TO SCALE
�� PAVfMEN7
__
�
/
SHOU DER
r
SEE INSET 'A'
r ISOMETRIC VIEW
o
WATTLE
:.
,'-e � J:.F o
MATTING BACK
SLOPE
2' (MAX.)
2' UPSLOPE STAKE
NATURAL GROUND
X,
MATTING
2 DOWNSLOPE STAKE
CROSS SECTION
SEE
INSET 'C' VEE DITCH
2
2' UPSLOPE STAKE
NATURAL GROUND
INSET 'A'
INSET 'B'
r, \\ PAM(3.5 OZ)
MATTING 2' DOWNSLOPE STAKE
CROSS SECTION
TRAPEZOIDAL DITCH x<�y
WATTLE FOR EROSION CONTROL „��T
alvoc C
NTS
Table $•62b Specifications For Sediment Fence Fabric
Temporary Silt Fence Material Property Requirements f
Supported' Un-Supported' Type of
Test Material Units Silt Fence Silt Fence Value
Grab Strength ASTM D 4632 N (lbs)
Machine Direction 400 550 MARV
(90) (90)
X-Machine Direction 400 450 MARV
(90) (90)
Permittlow ASTM ID 4491 Seca -I 0.05 0.05 MARV
Apparent Opening c^7IZe2 ASTM D 4751 ITIM 0.60 0.60 Max. ARVZ
(US Steve #) (30) (30)
% 70% after 70% after
Ultraviolet stability ASTM D 4355 Retained Typical
500h of exposure 500h of exposure
Strength
I Silt Fence support shall consist of 14 gage steel wire With a mesh spacing of 150 mm (6 inches), or prefabricated poylmer mesh of
equivalent strength.
2 These defauft Values are based on empirical evidence With a Variety of sediment, For environmentally sensitive areas, a review of
previous experience and/or site or regionally specific geotextfle tests in accordance With Test Method D 5141 should be performed
by the agency to confirm suitability of use requirements,
' As measured in accordance with Test Method I3 4632.
EXCELSIOR MATTING (STANDARD AND HIGH VELOCITY)
1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. IF OPEN -WEAVE NETTING IS USED, LIME MAY BE INCORPORATED
BEFORE INSTALLING THE NET AND FERTILIZER AND SEED SPRAYED ON AFTERWARD.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY
ON THE SOIL BUT WITHOUT WRINKLES -DO NOT STRETCH.
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL AND TAMP FIRMLY.
STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FEET AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE
LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO
BE STAPLED DOWN THE CENTER, EVERY 3 FEET. DO NOT STRETCH THE NET WHEN APPLYING STAPLES.
4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP END OF THE PREVIOUS ROLL 18 INCHES, AND STAPLE
EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT..
MAINTENANCE
INSPECT ALL MATTING PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR FILL EROSION, DISLOCATION, OR FAILURE WHERE EROSION IS
OBSERVED APPLY ADDITIONAL MATTING. IF WASHOUT OCCUR REPAIR THE SLOPE GRAD RESEED AND REINSTALL MATTING. CONTINUE INSPECTIONS
S, E,
UNTIL VEGETATION IS FIRMLY ESTABLISHED.
10
18" OVERLAP
JOIN STRIPS BY ANCHORING
AND OVERLAPPING
4' EXCELSIOR MATTING 8' EXCELSIOR MATTING
STAPLE PATERN STAPLE PATERN
1 FOOT GRID 1 FOOT GRID
NTS NTS
SILT FI
\ JIRVVIVRML
STONE
CROSS SECTION
NOTE. STONE OUTLETS TO BE PROVIDED
AT INTERVALS OF 50' OR LESS
FRONT VIEVI NOTE:
EXCELSIOR MATTING DETAIL
NOT TO SCALE
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH
STAPLES MUST BE INSTALLED IN A "DIAMOND PATTERN" NO MORE
THAN 3 FEET APART. TO ASSURE PROPER ANCHORING OF
EXCELSIOR MATTING.
2.0' MIN. 8.0'
\2:1 SLOPE z \\���
OR FLATTER 000 0 0W>��
Tn °
I O
CLASS I RIP -RAP oo° ° 2:1 SLOPE
TO BE PROVIDED ° ° 1 °00 OR FLATTER
WHERE INDICATED
ON PLANS
TYPICAL BERM CROSS SECTION
GE BERM/SWALE NOT To SCALE
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTION& MATERIAL
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS
THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS
THAN 30 WORKING DAYS.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINVALL IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
STEEPER GRADES ALONG BERM MAY REQUIRE VEGETATIVE OR
MECHANICAL STABILIZATION. EXCAVATED MATERIAL SHOULD BE
PLACED AND COMPACTED ON LOWER SIDE OF DIVERSION AND
SEEDED AS SOON AS POSSIBLE. TEMPORARY BERMS AND/OR
DIVERSIONS SHOULD BE SIZED TO HANDLE A 10-YEAR STORM.
BERMS WITH A DRAINAGE AREA OVER 5 ACRES SHOULD BE
CALCULATED INDIVIDUALLY.
FLOW
PLAN VIEW
NOTES:
1. USE MINIMUM 12" DIA. EXCELSIOR, COIR, OR STRAW WATTLE.
2. USE 2 FT. WOODEN STAKES WITH A 2" x 2" CROSS SECTION
3. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
4. PROVIDE STAPLES OF 0.125" DIA. STEEL WIRE FORMED INTO
A 'U' SHAPE NOT LESS THAN 12" IN LENGTH.
5. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL
6. INSTALL MATTING IN ACCORDANCE WITH NCDOT SECTION 1631 OF
THE STANDARD SPECIFICATIONS.
7. [ROPR TP [P; UACRU; A,ODE (PAM) APPLICATION, OBTAIN A SOIL
SAMPLE FROM PROJECT LOCATION, AND FROM OFF -SITE MATERIAL,
AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED
TO EACH WATTLE.
8. INITIALLY APPLY 3.5 OUNCES OF ANIONIC OR NEUTRALLY CHARGED
POLYACRYLAMIDE (PAM) OVER WATTLE WHERE WATER WILL FLOW
AND AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS
0.50 INCHES.
1/4" WIRE MESH
PERMANENT SEEDING
DEFINITION
SEEDING DISTURBED AREAS WITH PERENNIAL GRASSES AND (OR) LEGUMES TO PROVIDE A
PERMANENT VEGETATIVE COVER TO LESSEN RUNOFF AND SOIL EROSION.
PURPOSE
TO LESSEN SOIL EROSION AND PERMANENTLY STABILIZE DISTURBED
AREAS CREATED BY
GRADING OF CONSTRUCTION SITES.
CONDITIONS WHERE PRACTICE APPLIES
ALL BARE SOIL AREAS ON CONSTRUCTION SITES WHICH ARE NOT COVERED BY STRUCTURES
OR OTHER EROSION CONTROL DEVICES.
PREPARATION
PREPARE SEEDBED BY SPREADING 3 - 6 INCHES OF TOPSOIL OVER
AREA TO BE SEEDED.
REMOVE ALL STONES, BOULDERS, STUMPS OR DEBRIS FROM THE SURFACE WHICH WOULD
PROHIBIT GERMINATION OR PLANT GROWTH.
INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10
FERTILIZER PLUS 500
POUNDS OF TWENTY PERCENT (207) SUPERPHOSPHATE PER ACRE AND
TWO TONS OF
DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT A LOWER RATE OF LIME
CAN BE USED.
MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE
AND EITHER CRIMP
STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS
PER ACRE OR
EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE.
SELECT SEEDING MIXTURE AND BEST PLANTING DATES FROM TABLE
13.
TABLE 13
PERMANENT SEEDINGS
PLANTS & MIXTURE PLANTING RATE/ACRE
PLANTING DATES
TALL FESCUE 100-150 LBS.
AUG. 15 - OCT. 15
(LOW MAINTENANCE)
FEB. 15 - MAY 1
TALL FESCUE 200-250 LBS.
AUG. 15 - OCT. 15
WATERWAYS AND
FEB. 15 - MAY 1
LAWNS (HIGH MAINT.)
BLEND OF TWO TURF- 200-250 LBS.
AUG. 15 - OCT. 15
TYPE TALL FESCUES
FEB. 15 - MAY 1
(907.) AND TWO OR
MORE IMPROVED
KENTUCKY BLUEGRASS
VARIETIES (107)
(HIGH MAINTENANCE)
TALL FESCUE 100 LBS.
FEB. 15 - MAY 1
AND AND
AUG. 15 - OCT. 15
KOBE OR KOREAN 20-25 LBS.
LESPEDEZAI
TALL FESCUE AND 50 LBS.
SERICEA LESPEDEZA 60 LBS.
NOV. 1 - FEB. 1
(UNSCARIFIED)
TALL FESCUE AND 60 LBS.
JULY AND AUGUST
GERMAN MILLET OR AND
SUDANGRASS2 30 LBS.
TALL FESCUE 70 LBS.
NOV. 1 - JAN. 30
AND AND
RYEGRASS2 25 LBS,
COMMON BERMUDAGRASS 8 LBS. (HULLED)
APRIL 15 - JUNE 30
15-20 LBS. (UNHULLED)
FEB.1 -MARCH 30
1FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR LATE
FALL AND
WINTER SEEDINGS, USE UNSCARIFIED SEED.
2ANNUALS SUCH AS MILLET, SUDANGRASS AND RYEGRAIN MUST BE
KEPT AT 10-12"
MAXIMUM HEIGHT.
NOTE: SEDIMENT CONTROL STONE
SHALL BE No. 5 OR 57
WIRE MESH SHALL BE HARDWARE
CLOTH 23 GAGE MIN. AND SHALL
HAVE 1/4 INCH MESH OPENINGS.
TOP OF WIRE MESH SHALL BE A
MINIMUM OF ONE FOOT BELOW THE
SHOULDER OR ANY DIVERISION POINT.
ILET PROTECTION
RIP -RAP APRON ENERGY DISSIPATOR
FOR STORMWATER OUTLET PROTECTION
PLAN
La
L
a
d
�9 00 �" O UNEO
DERLINE
C7 t✓Ol417 ^, •
�? O O � � • .pp UNDERLINER
GEOTEXTILE UNDERLINER SECTION A -A
PIPE OUTLET TO WELL-DEFINED CHANNEL
SECTION A -A
PIPE OUTLET TO FLAT AREA
WITH NO DEFINED CHANNEL
NOTES RIP -RAP OUTLET OR PLUNGE POOL
1. APRON LINING MAY BE RIPRAP, 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIP -RAP
GROUTED RIPRAP OR CONCRETE FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN.
2. L IS THE LENGTH OF THE COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF
La THE SURROUNDING UNDISTURBED MATERIAL LOW AREAS IN THE
RIPRAP APRON. SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY
3. d = 1.5 TIMES THE MAXIMUM STONE INCREASING THE RIP -RAP THICKNESS.
DIAMETER BUT NOT LESS THAN 6". 2, THE RIP -RAP AND GRAVEL FILTER MUST CONFORM TO THE
4. DIMENSIONS AND SPECIFICATIONS SPECIFIED GRADING LIMITS ON THE PLANS.
MUST BE DETERMINED BY
APPROPRIATE ENGINEERING 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS
DESIGN METHOD. AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING
INSTALLATION. REAPIR ANY DAMAGES BY REMOVING THE RIP -RAP
AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED
AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1
FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER
CLOTH.
4. RIP -RAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIP -RAP SHOULD BE 1.5 TIOMES THE MAXIMUM STONE DIAMETER.
6. RIP -RAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HAR, ANGULAR, HIGHLY WEATHER
RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIP -RAP
AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RCEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER
SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
MAINTENANCE
INSPECT RIP -RAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW
THE RIP -RAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
NOT TO SCALE
DEFINITION: GRAVELED AREA TO BE LOCATED AT POINTS WHERE VEHICLES ENTER AND LEAVE A CONSTRUCTION SITE.
PURPOSE: To PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC
ROADS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST.
TEMPORARY SEEDING CONDITIONS: TO BE USED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD OR
/ OTHER PAVED OFF -SITE AREA. CONSTRUCTION PLANS SHOULD LIMIT TRAFFIC TO PROPERLY CONSTRUCTED ENTRANCES.
DEFINITION DESIGN
SEEDING DISTURBED AREAS WITH ANNUAL GRASSES OR LEGUMES TO PROVIDE TEMPORARY CRITERIA: AGGREGATE SIZE -USE 2-3 INCH WASHED STONE, WITH GEO-TEX LINER
GROUND COVER TO LESSEN SOIL EROSION. / O
PURPOSE �0� DIMENSIONS OF GRAVEL PAD - THICKNESS = 8 INCHES MINIMUM
o WIDTH = 25 FOOT MINIMUM OF FULL WIDTH AT ALL POINTS OF THE VEHICULAR ENTRANCE
TO TEMPORARILY STABILIZE GRADED CUT AND FILL SLOPES THAT CANNOT BE SEEDED WITH / �V O p
� o AND EXIT AREA, WHICHEVER IS GREATER
PERMANENT VEGETATION WITHIN THIRTY DAYS AFTER COMPLETION. 0 O
TO TEMPORARILY STABILIZE GRADED AREAS OF BARE SOIL WHERE PERMANENT VEGETATIVE / QJ �j00 LENGTH = 100 FOOT MINIMUM WITH GEO-TEX LINER
COVER IS NOT NEEDED OR WHERE GRADING HAS NOT BEEN COMPLETED AND PERMANENT o 0o LOCATION = LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM
SEEDING WILL BE DONE LATER. c,� ®moo° LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
000 000 CONDITIONS WHERE PRACTICE APPLIES 000 CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN
/ / °Op ° 000
oop0o� PUBLIC ROADS.
WHERE BARE SOIL HAS BEEN EXPOSED BY GRADING, AND VEGETATIVE COVER IS NEEDED 0 po00 o C> 000°000 SITE CONDITIONS MAY REQUIRE VARIATIONS FROM THESE DESIGN CRITERIA. VARIATIONS WILL BE DETERMINED OR APPROVED
DIO ERSIO SE SOIILRSTOCKPI ES, BUIL ILESS. MAY DNG PADS,E SUCH AROUGH-GRADED ROAD BREAS AS TEMPORARY EADNKS, E C NDIT / QOop 000$p 000p$°o° BY EITHER THE APPROPRIATE CITY OR STATE EROSION CONTROL AUTHORITY.
IS ALSO USED TO PROVIDE A TEMPORARY PERIMETER BUFFER. �OOQ O0000 O oo°O �o°o°O°°°°0 700
PREPARATION g C� °o o°oo o° 0o Oo o TEMPORARY CONSTRUCTION ENTRANCE
PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, TO A DEPTH OF AT OOOgOlo-° o�000000°000�oo 0 DETAIL
000 0°0 oo � o 0 0 °000° o poo° o°o
LEAST SIX INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE. INCORPORATE 00000 ao° �S° o0 opo p°o 0 0,
750-1,000
NOT BEENEEDEDRIF ADSOI INDICATED NA pH OOL6.5IOR LIME PER o 000 000 00$000 8�°000° oo° : 00o Ooo°o°Oo
10-10-10 UP o O° NOT TO SCALE
O p0 08 O 1 O� 0� 0�00
HIGHER). MULCHING IS REQUIRED ACCORDING TO THE SAME SPECIFICATIONS AS FOR ° off- 0 oo°Oo o°o0 0 0
PERMANENT SEEDING UNLESS WAIVED BY SOIL SCIENTIST. SELECT SEEDING MIXTURE AND o000°080 o o° o0 000°poo °o
BEST PLANTING DATES FROM TABLE 12. 8" MIN' O oo°oo° 0 0�o0 C,-ood'Oo�OO000 SEDIMENT BASIN W/ SKIMMER OUTLET
0 p0 >00� pO O> 00 0 0°0°000 000
TABLE 12 0 0- °�o°Oo0 oo°o°O oo°0000000o AND EMERGENCY SPILLWAY
TEMPORARY SEEDINGS ° ° �8 o°p�0000000�00�0025,0 NTS
SEEDING MIXTURES SEEDING RATES (LB/ACRE) PLANTING DATES 2" TO 3" °� ,00008�8000 0o 0 0$00°00°000000
COARSE AGGREGATE O Gb O� 00 O OR68o� °
RYE GRAIN AND 120 LBS. JAN. 1 - MAY 1 0cm08°o8�go°&o O ooa Q o° EMBANKMENT
KOBE LESPEDEZA 50 LBS. O ° o
o ° °00 0 °
GEO-TEX LINER O 00�
GERMAN MILLET OR 40-50 LBS. MAY 1 - AUG. 15 C> 8 00 00 0 . _
SUDAN GRASS o° -6 0- �
RYE (GRAIN) 120 LBS. AUG. 15 - DEC. 30 O oo ry x
(MAY SUBSTITUTE OATS RS 'E�TIV `V 1' 1, J
BEFORE OCT. 1 OR WHEAT, RISER
FROM OCT. 1-NOV. 15) BAFFLE (TYP.) SPILLWAY
p SKIMMER:.
ANNUAL RYEGRASS 40 LBS. AUG. 15 - NOV. 30 O
1 F� INFLOW STRUCTURE:REWATERING
WEEPING LOVEGRASS 5 LBS. MAY 1 - AUG. 15 EARTH BERM' 0£ViCE. it
1WEEEPING LOVEGRASS IS A PERENNIAL GRASS BUT IS INCLUDED HERE BECAUSE OF
ITS ADAPTABILITY TO POOR SOIL CONDITIONS AND DROUGHTY SITES.
4-
&F/, Mq
p� TFFN
_ S
"HOG WIRE ATTACHED-V
TO POSTS WITH LENGTHS
OF WIRE
HORIZONTAL METAL POST
WIRED SECURELY TO VERTICAL
POSTS
ES AI' LE INSTALLATION
S ; I
NOTES:
1. DRIVE 5' STEEL FENCE POST AT LEAST 24" INTO
SOLID GROUND
2. WOOD POSTS MUST BE 4" IN DIAMETER
3. USE STAPLES 1' APART TO ATTACH FABRIC
TO "HOG WIRE"
4. BAFFLE SPACED AS PER APPROVED PLAN.
.I, %,I01,
CLAS<
WITH
COIR BAFFLE AT"
HOG WIRE VERTI(
HORIZONTALLY
ale
s-
INLET ZONE
35%
FIRST CHAMBER 259
SEDIMENT PIT
SECOND CHAMBER 25%
OUTLET ZONE 15%
TOP OF BAFFLE SHOULD BE 6"
BELOW THE TOP OF THE BERM
FENCE AND FABRIC
BURIED IN TRENCH -
FLOW
FLOW NOTE: THIS DEVICE IS TYPICALLY USED 20' AWAY FROM PIPE OUTLETS. LATER TO BE
SPREAD INTO A STONE APRON. TYPICALLY USED IN DITCH LINES TO SLOW WATER,
CLASS "A" EROSION AT OUTLETS OF BASINS AND BERMS.
CONTROL STONE ---_No. 4 WASHED STONE alt
6" THICK
FLOW �
I� X I TCH
I
-- EX
IST.
'r
E
J D t P 0
I.
T
FLOW
CLASS "A" EROSION
CONTROL STONE
aI� alp ,Ii
.I.
al, PLAN al, ,I,, .- FLOW OF DITCH
BOTTOM
DETAIL - EROSION CONTROL STONE CHECK DAM
NOT TO SCALE
6"x6" TRENCH,-
BACKFILLED AND
COMPACTED
I
No. 4 WASHED STONE
6" THICK DEPTH = TO
DITCH DEPTH
FLOW
INFI
CROSS-SECTION
CONSTRUCTION SPECIFICATIONS
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS
OF ORGANIC MATTER AND STOCKPILE OR DIPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE
TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE
THE FILL IN LIFTS NOT TO EXCEED 9 AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6" TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL TYPICALLY 4-INCH CH 4 PV ( SCHEDULE 0 C PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL
SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS
AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE
PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE
SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE DOING AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT
TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT
TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FO MAINTENANCE.
7. EARTHEN SPILLWAYS- INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATES EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE,
DESIGN WIDTH ANO ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCESSFULL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED
WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE GABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND
EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND.D THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED;
OTHERWISE WATER CAN ET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS,
8. INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION
TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENTY.
9. EROSION CONTROL- CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE
THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED ARAS ABOVE THE CREST
OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIFINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 THE HEIGHT OF THE FIRST BAFFLE. PULL THE
SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. ESCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND
THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING 1N. THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES
0 E B FLES IF WAITER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN
AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVETHEDEBRIS.
ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITHA PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
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