HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Erosion Control.4Y.
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EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAM MAINTENANCE REQUIREMENTS
1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,
TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES.
2, INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE
IT.
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT,
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY
REPAIR ANY EROSION AND PIPING HOLES.
2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH.
3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED.
4, INSPECT VEGETATION, AND RE -SEED IF NECESSARY.
5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH
FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE
SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION.
6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE
SPILLWAY ARE ABOVE DESIGN GRADE.
7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND
SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE,
SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS
1, INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF
NECESSARY.
2. INSPECT AFTER EACH STORM EVENT.
3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE
BARRIER.
4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS
1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL;
REPLACE THE GEOTEXTILE FABRIC, IF USED.
2, PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT
FLUSHING, TO RETXICE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION.
3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE
GRAVEL, WiRE MESH, GEOTEXTiLE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM
PROPERLY.
EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY
EROSION BELOW THE BLANKET.
2. T ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING
IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS
1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM
EVENTS OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS
CONVEYED INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
0
HOLEY MOLEY SAYS
"
DON'T
D10
BLIND"
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS -69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
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I STAPLE PER SQ 1U. i-1/2 STAPLES PER SO. YD. 2 STAPLES PER SQ YD.
GENERAL STAPLE RECOM ENDATiOfIS ADDTIOI STAPLES AS
:•..::. RIDAMED DUE TO DEPTH OF FLOW.
275
230 •
223 B :
SLOPE175 ::... C.:::::' ` '
IErtH i2�5 B �_ ® x
100
1 75 A x
50
325 DOANE Ut14GS UTILIZE STAPLE PATTERN •C•
/ - 0 4:1 3:12 1 1:1 LOUTH ADUTOLk STARES ON SDE SLOPES AT
SLOPE GRAD w PRO ECTED WATER 111E
SEEDINGSTAKE
/ S APPLY M ALL NORTH AWWCAA
„ EROSION CONTROLBL VIM STAPLE PATTERNS Y VARY
6 MIN TURN DOWN IxPENOfHG UPON SOL TYPE ANID AVERAGE ANNUAL RAWALL
DAYS BEFORE COMMENCING WORK.
EROSION & SEDIMENT CONTROL INFORMATION
PROJECT INFORMATION:
to Project Location Map: See Sheet C100 for the location map.
1B Narrative: This project consists of the construction of Section 3004 of a development containing mixed use
of commercial, civic, and multi -family use. Site construction is scheduled to begin in the Summer of 1999 and be
completed in the Winter of 1999.
1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C101, C102, and
C103 for proposed and existing improvements.
1D Lot and/or Building Locations: See Sheet C101, C102, and C103 for lot locations.
TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES:
2A Existing Vegetation: The parcel of real estate to be developed has existing vegetation comprised of
tree/grass/weed mix.
2B LDcetion and Nome of AIi Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Elliot Creek flows
south along the eastern boundary of the overail project,
2C 100 Year Floodplains, Floodway Fringes, and Floodways: None
2D Sols Information: See Sheet C100 for the Soils Map showing the soils information.
2E Existing and Planned Contour Lines: See Streets C101, 0102, and C103 for existing and proposed contour
lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected via on
on- site system of inlets, pipes and swales and conveyed to the proposed retention pond. The storm water outfall
for this project is the Elliot Creek,
2G Identify All Receiving Waters Receiving waters: Elliot CresK, White River
2H Potential Areas Where Stormwater May Enter Groundwater. The proposed retention pond faciity is a potential
area where stormwater may enter ground water.
21 Location of Storwoter System: See Sheet C101, C102, and C103 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C104, C105, and C106 showing the
limits of construction.
38 Soil Stockpiles and/or Borrow Areas: Areas to be designated by the developer.
EROSION AND SEDIMENT CONTROL MEASURES:
4A Sequence of When Each Measure Will be Implemented: See Sheet C107 for Erosion Control Schedule showing
installation sequence.
48 Monitoring and Maintenance Guidelines for Each Measure: See Sheet C107 for Erosion Control Schedule
showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheet C104, C105, and C106 for location of perimeter control and
Sheet C107 for details end specifications.
4D Temporary Seeding: See Sheet C104, ',105, and C106 for location of temporary seeding and Sheet C107 for
details and specifications,
4E Temporary Erosion and Sediment Control Measures: See Sheet C104, C105, and C106 for location of
temporary erosion and sediment control measures and Sheet C107 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C104, C105, and C106 for location of
permanent erasion and sediment control measures and Sheet C107 for details and specifications.
4G Storm Drain Inlet Protection: See Sheet C104, C105, cnd C106 for location of storm drain net protection
and Sheet C107 for details and specifications.
4H Stormwater Outlet Protection: See Sheet C104, C105, anc C106 for location of stormwater outlet protection
and Sheet C107 for details and specifications.
41 Stable Construction Entrance: See Sheet C104, C105, and C106 for location of construction entrance and
Sheet C107 for details and specifications.
4J Erosion and Sediment Control on indiviWol Building Lots: See sheet C107 for additional specifications for house
builders.
41K Permonent Seeding: See Sheet C104, C105, and C106 for location of permanent seeding and Sheet C107 for
detolls and specifications.
12
\ w AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRA""rE OVER LARGE AREAS Is OKCTED 011M THE
EROSION CONTROL BLANKET
\ \ BLANI STAPLE PATTERN 'C' SHOAL BE JIM,
•:° /.i (NORTH AMERICAN GREEN
o" S-75 OR EQUAL) 2
EXISTING GRADE 1
THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATRCNS, TRE TOP OF
\ ° . ° ' ° • ° ' / W i(- OE BUTTED AGAMST EACH OTIViL THE THE BL THE
SHOULD BE 'SLOTTED RN'
EDGES OF THE SX= SHOULD BE ABOVE T1 , BREAK OF hE CE OR AT
PUBLIC ROAD ° •' •' OARIVM 2'. A ""'S'' APART ON
N HE E OF
° ° °•° 50' (MIN) EROSION CONTROL I IIe'APARTDNTHEE of TRE
°'°•°'°°'°•°'°°'°°•°•°' MATTING DETAIL
e • ° • O . ° • a • • 0 . • a . • 0 . • e . • e . • a .
\ o.o•o�o•o,°•o.o•o•O•o.°•o. •o.e•e•e•o•e••
•o
.•;• O O O• O O O O O O• O e• O
• • • • O • O • O ° • O O • O • O • ° • O • ° • O
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
STONE ENTRANCE
AS NEEDED
PRIOR TO CLEARING AND GRADING
SILT FENCE
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION
WEEEK Y AFTER STORM EVENT.S AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS
WEEKLY AFTER STORM EVENTS AND AS NEEDED
ALONG WITH ROUGH GRADING
TEMPORARY SEEDING
WATER AS NEEDED
AFTER ROUGH GRADING
PERMANENT SEEDING
WATER AS NEEDED
AFTER FINISH GRADING
EROSION CONTROL MATTING
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
STRAW BALES
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
INLET PROTECTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER EACH INLET IS PLACED
SEED SOD & -_ANDSCAPE AROUND
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS FINISHED
C g
REMOVAL OF STRAW BALES
N A
AFTER ALL AREAS DRAINING TO THESE AREA ARE STABILIZED
REMOVAL OF INLET PROTECTION
N A
AFTER ALL AREAS DRAINING TO THESEAREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N A
AFTER ALL AREAS DRAINING TO THESEAREAS ARE STABILI D
10
A B C
3 1 1/2' 3' 1 1 1 1/2' 1 3'
..........r
x..............
:::
N......
......:.... .
.......
r: X?ri}::......::
:x;........
x.x.'...'.
I STAPLE PER SQ 1U. i-1/2 STAPLES PER SO. YD. 2 STAPLES PER SQ YD.
GENERAL STAPLE RECOM ENDATiOfIS ADDTIOI STAPLES AS
:•..::. RIDAMED DUE TO DEPTH OF FLOW.
275
230 •
223 B :
SLOPE175 ::... C.:::::' ` '
IErtH i2�5 B �_ ® x
100
1 75 A x
50
325 DOANE Ut14GS UTILIZE STAPLE PATTERN •C•
/ - 0 4:1 3:12 1 1:1 LOUTH ADUTOLk STARES ON SDE SLOPES AT
SLOPE GRAD w PRO ECTED WATER 111E
SEEDINGSTAKE
/ S APPLY M ALL NORTH AWWCAA
„ EROSION CONTROLBL VIM STAPLE PATTERNS Y VARY
6 MIN TURN DOWN IxPENOfHG UPON SOL TYPE ANID AVERAGE ANNUAL RAWALL
DAYS BEFORE COMMENCING WORK.
EROSION & SEDIMENT CONTROL INFORMATION
PROJECT INFORMATION:
to Project Location Map: See Sheet C100 for the location map.
1B Narrative: This project consists of the construction of Section 3004 of a development containing mixed use
of commercial, civic, and multi -family use. Site construction is scheduled to begin in the Summer of 1999 and be
completed in the Winter of 1999.
1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C101, C102, and
C103 for proposed and existing improvements.
1D Lot and/or Building Locations: See Sheet C101, C102, and C103 for lot locations.
TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES:
2A Existing Vegetation: The parcel of real estate to be developed has existing vegetation comprised of
tree/grass/weed mix.
2B LDcetion and Nome of AIi Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Elliot Creek flows
south along the eastern boundary of the overail project,
2C 100 Year Floodplains, Floodway Fringes, and Floodways: None
2D Sols Information: See Sheet C100 for the Soils Map showing the soils information.
2E Existing and Planned Contour Lines: See Streets C101, 0102, and C103 for existing and proposed contour
lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected via on
on- site system of inlets, pipes and swales and conveyed to the proposed retention pond. The storm water outfall
for this project is the Elliot Creek,
2G Identify All Receiving Waters Receiving waters: Elliot CresK, White River
2H Potential Areas Where Stormwater May Enter Groundwater. The proposed retention pond faciity is a potential
area where stormwater may enter ground water.
21 Location of Storwoter System: See Sheet C101, C102, and C103 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C104, C105, and C106 showing the
limits of construction.
38 Soil Stockpiles and/or Borrow Areas: Areas to be designated by the developer.
EROSION AND SEDIMENT CONTROL MEASURES:
4A Sequence of When Each Measure Will be Implemented: See Sheet C107 for Erosion Control Schedule showing
installation sequence.
48 Monitoring and Maintenance Guidelines for Each Measure: See Sheet C107 for Erosion Control Schedule
showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheet C104, C105, and C106 for location of perimeter control and
Sheet C107 for details end specifications.
4D Temporary Seeding: See Sheet C104, ',105, and C106 for location of temporary seeding and Sheet C107 for
details and specifications,
4E Temporary Erosion and Sediment Control Measures: See Sheet C104, C105, and C106 for location of
temporary erosion and sediment control measures and Sheet C107 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C104, C105, and C106 for location of
permanent erasion and sediment control measures and Sheet C107 for details and specifications.
4G Storm Drain Inlet Protection: See Sheet C104, C105, cnd C106 for location of storm drain net protection
and Sheet C107 for details and specifications.
4H Stormwater Outlet Protection: See Sheet C104, C105, anc C106 for location of stormwater outlet protection
and Sheet C107 for details and specifications.
41 Stable Construction Entrance: See Sheet C104, C105, and C106 for location of construction entrance and
Sheet C107 for details and specifications.
4J Erosion and Sediment Control on indiviWol Building Lots: See sheet C107 for additional specifications for house
builders.
41K Permonent Seeding: See Sheet C104, C105, and C106 for location of permanent seeding and Sheet C107 for
detolls and specifications.
12
\ w AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRA""rE OVER LARGE AREAS Is OKCTED 011M THE
EROSION CONTROL BLANKET
\ \ BLANI STAPLE PATTERN 'C' SHOAL BE JIM,
•:° /.i (NORTH AMERICAN GREEN
o" S-75 OR EQUAL) 2
EXISTING GRADE 1
THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATRCNS, TRE TOP OF
\ ° . ° ' ° • ° ' / W i(- OE BUTTED AGAMST EACH OTIViL THE THE BL THE
SHOULD BE 'SLOTTED RN'
EDGES OF THE SX= SHOULD BE ABOVE T1 , BREAK OF hE CE OR AT
PUBLIC ROAD ° •' •' OARIVM 2'. A ""'S'' APART ON
N HE E OF
° ° °•° 50' (MIN) EROSION CONTROL I IIe'APARTDNTHEE of TRE
°'°•°'°°'°•°'°°'°°•°•°' MATTING DETAIL
e • ° • O . ° • a • • 0 . • a . • 0 . • e . • e . • a .
\ o.o•o�o•o,°•o.o•o•O•o.°•o. •o.e•e•e•o•e••
•o
.•;• O O O• O O O O O O• O e• O
• • • • O • O • O ° • O O • O • O • ° • O • ° • O
ROLA R
I OUT N DWZTION
'
•a e.••°.••O°•o.
OF WATER FROM.
Z
6°
; • • ° ' ° • o • o • a • ° • o ° •
• ° • ° • • °
if mulch is applied.
THE BLAST SHQL.D NOT BE
'
(MIN) _�
. • • • • °
FIGURE 5-3
STRETCHED BUT AuaIIED M LAY
Temporary Seedlings -
Kind of Seed
1000 Sq. Ft. Acre Remarks -
LOOSELY ON THE SOL SURFAM TO
3.5 lbs. 2 bu. Cover seed 1" to
•'' '_ 12'
••
(MIN) 2 stakes (typ)
A011" Mux" R-400 TD SOL
2°-3° COARSE
Annual ryegrass
per bale
AGGREGATE
8
F
IT,
Salt
CONDITION
NOTE:
START BLANKET AT TOP OF THE SWALE
AND ROLL IN THE DIRECTION OF THE
WATER FLOW IN THE SWALE. REFER TO
MANUFACTURER'S RECOMMENDATIONS FOR
CHANNEL PLACEMENT AND STAPLE
PATTERNS.
GEOTEXiiLE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS !S ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
GRAH2E I GRADE
(HEW OR E:aSTtNC) I .25' 125' I `(NEW opton-MG)
_ w•t• w►�'`' lam, -
M -I-
is-75 EROSION OONTTROL.
SEEDED AND 1-T_ TT ' - BLANKET As NANU. BY
STRAW WULCHED - , - NORTH A!/ERICAN GREEN
OR APPROVED EQUAL
EROSION CONTROL MATTING DETAIL
FOR REAR YARD SWALE
SCALE NONE
CROSSBARS /-BEEHIVE INLET OR
/ I DRANAGE COVER
24"
2 stakes (typ)
-� per bale
W W LATHS
SILT FENCE MATERIAL %l SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
NLET PROTECTION - SILT FENCE
EROSION CONTROL BY HOUSE BUILDERS
A. Temporary and permanent seeded areas established by the
developer will be maintained by the home builder and his sub-
contractors. Straw bale dams or s;lt fences previously installed
will be maintained.
B. A construction drive to the house -site from the street shall
be installed of Number 2 Stone, 6° thick and a minimum of 12'
wide. This shall be utilized for access to the house and any
mud or dirt tracked into the street shall be promptly removed
to o stable area (woter shall not be used to flush silt or mud
to the storm sewer),
C. In o particularly persistent erosion condition, silt fencing or
other measures may be required by the developer
D. When time is appropriate, and cs soon as possible, roof
down spout extenders of non -perforated drain tile should be
extended to the street or other solid outlet
until a lawn is established.
c
bindings to be
placed parallel
to ground
staked -
straw bale
compacted soil
to prevent piping
'
ErS
ROLA R
I OUT N DWZTION
'
OF WATER FROM.
*
Late summer seeding dates may be extended 5 days
if mulch is applied.
**
ON LONG SLOPES, THE ENDS OF THE
BLANK TS SHOULD BE OV4%fPPED
4 - 6' IN A 'SHINGLE EFFECT*.
PREPARATION OF THE SM BED,
N UAANIG APPLOTiON OF LYE,
..... . FEiMZ R AND SEED SHOULD BE
amucTED As NaRSAL Dere, To
flow 7 ���H OF 811P ROLL MAIITIS
OUT N DREG"
straw baleof WATER FIX
o. 5 1
N HIGH VELOOTY r W#Ck APPUC DONS. ,r
O.
CHECK SILTS SHO LD BE ESTABLISHED
EVERY RY 35 - 4a. TiE SLOTS SHQAD BE
8' WOE BY 6' OEEP WLTH THE INANET
STAPLED N THE BOTTOM OF THE SLOT,
THEN BACIOUED AND SEEDED.
Plan
(n. s.) EROSION BLANKET INSTALLATION
- stake (typ)
straw Rale
I ii-Nop
3"-6"undertoe
Profile
(n.t.s.)
SEDIMENT FiLTER DETAIL
SILT FENCE
X X
X jppSOtiliS7OCKp1l.E X
f
X X
10' t
TYPICAL
TYPICAL TOPSOIL STOCKPILE
SILT FENCE
Silt Fence shall be a machine produced, non -woven geotextile of 100%
flow polypropylene meeting the physical properties below.
All stokes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
Ali silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
-straw bale
Fabric Weight........................................................... 4 oz/syd
Grab Strength.......................................................... Warp 125 lbs.
Elongation................................................................ Warp 50 X
Trapezoidal Tear Strength ....................................... 50 lbs.
Burst Strength......................................................... 200 psi
bindings for straw
g ales
UV Resistance.......................................................... > 70 X
to be placed parallel
to ground A.O.S......................... . 50-80
...............................................
4.
Profile
(n.t.S.)
BEEHIVE INLET STRAW
BALE PROTECTION
7 R
SlurryFlow Rate ...................................................... 225 gpm/sq. ft
SedimentRetention ................................................. 75 %
Silt Fence Material I �I Stakes O 5' O.C.
Fence Post
Ground Surface
Fence Post Should-/ -Silt Fence Material Should
be Buried 1' Below be Buried 6" Below Ground
Ground Surface Surface.
SILT FENCE DETAIL
NTS
13
Wheat or Rye
Oats
Annual Ryegross
Non -Irrigated'
irrigated
Dormant
Seeding"
14 1 15
Temporary Seeding Dates
Permanent Seeding Date
* Not necessary where mulch is applied.
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and Lime into the soil to a depth of 2-3 inches
with c harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5-2),
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedlings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
lbs/acre lbs/1000 well
sq. ft. Droughty Drained Wet
Level and Sloping, Open Arecs
1. Tall Fescue 35 .8 5.5-8.3 2 1 2
2. Tall Fescue 2., .6 5.5-8.3 1
Red Clover** 5 .12
3. Kentucky Bluegrass 15 .4 5,5-7.5 2 1
Creeping Red Fescue 15 _4 -
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8-7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5-8.3 2 1
Emerald Crownvetch** 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Rye
grass 170 4.0 5.0-7.5 1
(Turf Type)
8. Tall Fescue 170 4.0 5.5-8.3 2 1 2
• 1 - Preferrea 2 - Will Tolerate " Inoculate with specific Inoculant.
Irrigation needed during this period. To control
erosion at times other than in the shaded areas,
use mulch.
*
Late summer seeding dates may be extended 5 days
if mulch is applied.
**
Increase seeding application by 507.
FIGURE 5-3
-
Temporary Seedlings -
Kind of Seed
1000 Sq. Ft. Acre Remarks -
Wheat or Rye
3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
Spring Oats
2.3 lbs. 3 bu. Cover seed 1' deep
Annual ryegrass
1 Ib. 40 lbs, Cover seed 1 /4"deep*
* Not necessary where mulch is applied.
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and Lime into the soil to a depth of 2-3 inches
with c harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5-2),
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedlings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
lbs/acre lbs/1000 well
sq. ft. Droughty Drained Wet
Level and Sloping, Open Arecs
1. Tall Fescue 35 .8 5.5-8.3 2 1 2
2. Tall Fescue 2., .6 5.5-8.3 1
Red Clover** 5 .12
3. Kentucky Bluegrass 15 .4 5,5-7.5 2 1
Creeping Red Fescue 15 _4 -
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8-7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5-8.3 2 1
Emerald Crownvetch** 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Rye
grass 170 4.0 5.0-7.5 1
(Turf Type)
8. Tall Fescue 170 4.0 5.5-8.3 2 1 2
• 1 - Preferrea 2 - Will Tolerate " Inoculate with specific Inoculant.
Ranking:
1 Good
2 Medium
- Not tolerant
Solt Tolerance (to both soil salts be spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
FIGURE 5-4
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT
FENCES, SILT TRAPS, TREE PROTECTION AND INLET
PROTECTION FOR EXISTING INLETS PRIOR TO THE
START OF ANY EARTH MOVING OR STRIPPING.
2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE
START OF EARTHWORK AS NECESSARY TO PREVENT
SOIL FROM BEING TRACKED OR WASHED INTO EXISTING
ROADWAYS.
3 LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE DONE
IN A WAY THAT WALL MINIMIZE EROSION. WHENEVER
FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED
AND PROTECTED. AS GRADING IS DONE, INSTALL SILT
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT
CONTAINED ON SITE.
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW
MULCHED AS SHOWN ON THE PLANS IMMEDIATELY
AFTER COMPLETION OF GROUND ACTIVITY, FOR LARGE
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE
COMPLETED.
5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED AS
SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
6 THE DURATION OF TiME MICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM
DEPENDING UPON THE WEATHER. IF CONSTRCTiON
ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS,
THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED,
7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
BE PUT IN PLACE AT THE TIME EACH INLET IS
CONSTRUCTED.
8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEVICES DURING CONSTRUCTION AND
UNTiL SILTATION OF THE STREETS AND STORM SEWERS
WILL NO LONGER OCCUR.
9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
AND STORM SEWERS WILL NO -ONGER OCCUR, THE
CONTRACTOR SHALL REMOVE AND DISPOSE OF THE
TEMPORARY EROSION CONTROL DEVICES.
10 THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS.
11 EROSION CONTROL TO COMPLY WITH INDIANA 327
IAC AND RULE #5, AND INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
12 THE INSPECTOR HAS THE AUTHORITY TO REQUEST
ADDITIONAL EROSION CONTROL MEASURES OR AMEND
EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE
CONDITIONS.
Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS
\\\N`VVVUUIIR R I l I R R H Rllrup77i,,i
No.
9800085
?3�`'• STATE OF
,n' ..
�NDI AtAP.��,�
CERTIFIED BY ed -
5il
-5-4g
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HDMN ARE THE EXCLUSIVE INTEIIECTUAL PROPERTY OF THE SC}HNEIDER
CORPORATION AND ARE NOT TO BE USED DR REP� IN *aE OR N
PART, WITHOUT THE WRITTEN CONSENT DF THE SCIHNEIDER CORPORATION.
1999, The Schneider Corporation
r TJie
&4meidff
Corporation
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS e LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BREWCK DEVELOPMENT CO.
Village of WestClay
Section 3004
EROSION CONTROL DETAILS
Date Project No. Drawn Approv,
03/19/99 1238.3004 BET, MG
Computer Files Sheet No.
J: \1238\3004\DWGS\Ci07.DWG
SOIL
�
8
F
IT,
Salt
CONDITION
8
s
= �
a 6
a Ii
«'
C g
W_
Tolerance
115
�
Z
�
1
z
Wet
or
Dry
RS a
ti�9`r
a�
i'
a
i
Gen.
Soil
Sprcyl
Creeping Red Fescue
Festuco rubra
2
1
2
1
1
1
Med.
1
20-25
12-18
7-21
S
Kentucky Bluegrass
2
1
2
1
1
1
Med,
1
25-35
12-18
10-20
MT
Poo protinsis
Tall Fescue
2
1
1
1
1
1
Low
1
24-35
24-36
5-14
Festuco L orundinacea
T
Perennial ryegross
2
1
2
-
1
2
Med
2
15-20
12-18
5-10
MT
Lolium perenne
High
Crownvetch
-
1
1
2
-
-
Low
1
5-10
24
14-21
T
Coronilio vario
Red Clover
-
1
-
2
-
-
Med
1
17-10
18
5-10
S
S
Trifolium pratense
Ranking:
1 Good
2 Medium
- Not tolerant
Solt Tolerance (to both soil salts be spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
FIGURE 5-4
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT
FENCES, SILT TRAPS, TREE PROTECTION AND INLET
PROTECTION FOR EXISTING INLETS PRIOR TO THE
START OF ANY EARTH MOVING OR STRIPPING.
2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE
START OF EARTHWORK AS NECESSARY TO PREVENT
SOIL FROM BEING TRACKED OR WASHED INTO EXISTING
ROADWAYS.
3 LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE DONE
IN A WAY THAT WALL MINIMIZE EROSION. WHENEVER
FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED
AND PROTECTED. AS GRADING IS DONE, INSTALL SILT
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT
CONTAINED ON SITE.
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW
MULCHED AS SHOWN ON THE PLANS IMMEDIATELY
AFTER COMPLETION OF GROUND ACTIVITY, FOR LARGE
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE
COMPLETED.
5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED AS
SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
6 THE DURATION OF TiME MICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM
DEPENDING UPON THE WEATHER. IF CONSTRCTiON
ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS,
THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED,
7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
BE PUT IN PLACE AT THE TIME EACH INLET IS
CONSTRUCTED.
8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEVICES DURING CONSTRUCTION AND
UNTiL SILTATION OF THE STREETS AND STORM SEWERS
WILL NO LONGER OCCUR.
9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
AND STORM SEWERS WILL NO -ONGER OCCUR, THE
CONTRACTOR SHALL REMOVE AND DISPOSE OF THE
TEMPORARY EROSION CONTROL DEVICES.
10 THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS.
11 EROSION CONTROL TO COMPLY WITH INDIANA 327
IAC AND RULE #5, AND INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
12 THE INSPECTOR HAS THE AUTHORITY TO REQUEST
ADDITIONAL EROSION CONTROL MEASURES OR AMEND
EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE
CONDITIONS.
Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS
\\\N`VVVUUIIR R I l I R R H Rllrup77i,,i
No.
9800085
?3�`'• STATE OF
,n' ..
�NDI AtAP.��,�
CERTIFIED BY ed -
5il
-5-4g
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HDMN ARE THE EXCLUSIVE INTEIIECTUAL PROPERTY OF THE SC}HNEIDER
CORPORATION AND ARE NOT TO BE USED DR REP� IN *aE OR N
PART, WITHOUT THE WRITTEN CONSENT DF THE SCIHNEIDER CORPORATION.
1999, The Schneider Corporation
r TJie
&4meidff
Corporation
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS e LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BREWCK DEVELOPMENT CO.
Village of WestClay
Section 3004
EROSION CONTROL DETAILS
Date Project No. Drawn Approv,
03/19/99 1238.3004 BET, MG
Computer Files Sheet No.
J: \1238\3004\DWGS\Ci07.DWG