HomeMy WebLinkAboutC802 Erosion Control DetailsEROS 0\ CONTROL SC
EDLLE
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
WEEKLY, AFTER STORM EVENTS 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 LANDSCAPE AROUND
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS FINISHED
Med.
1
REMOVAL OF STRAW BALES
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
DATE:
10/30/03
PROJECT NO.:
1238.030
DRAWN BY:
SGE
CHECKED BY:
JES
SHEET TITLE:
EROSION CONTROL
DETAILS
DRAWING FILES:
N: \1238 \030 \DWGS \C803.DWG
SHEET NO.:
C fcl 02
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE N MAINTENANCE REQUIREMENTS
1. INSPECT RAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,
TAKING RE NOT TO UNDERMINE THE ENTRENCHED BALES.
2. INSPECT ERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
STRAW ES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT E 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 POSITED 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 ENT 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 Y 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 REST, 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 REDUCE 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. IF 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.
EROSION SEDIMENT CONTROL
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location map.
1B Narrative: This project consists of the construction of one commercial building. Site
construction is scheduled to begin in the Winter of 2003 and be completed in
the Spring of 2004.
1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See
Sheets C101 for proposed and existing improvements.
10 Lot and /or Building Locations: See Sheet C101 for building location.
TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES:
2A Existing Vegetation: The parcel of real estate to be developed has existing
vegetation comprised of grass.
28 Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to
the Site: Elliot Creek flows south along the eastern boundary of the overall
project.
2C 100 Year Floodplains, Floodway Fringes, and Floodways: None
2D Soils Information: See Sheet C100 for the Soils Map showing the soils information.
2E Existing and Planned Contour Lines: See Sheets C102 for existing and proposed
contour lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site:
Stormwater is collected via an off -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 Creek, White River
2H Potential Areas Where Stormwater May Enter Groundwater: The offsite retention
pond facility is a potential area where stormwater may enter ground water.
21 Location of Stormwater System: See Sheet 0102 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C103
showing the limits of construction.
3B 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 C103 for Erosion
Control Schedule showing installation sequence.
4B Monitoring and Maintenance Guidelines for Each Measure: See Sheet C802 for
Erosion Control Schedule showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheet 0103 for location of perimeter
control and Sheet C802 for details and specifications.
4D Temporary Seeding: See Sheet C103 for location of temporary seeding and Sheet
0802 for details and specifications.
4E Temporary Erosion and Sediment Control Measures: See Sheet C103 for location
of temporary erosion and sediment control measures and Sheet 0802 for details
and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet 0103 for location
of permanent erosion and sediment control measures and Sheet C802 for details
and specifications.
4G Storm Drain Inlet Protection: See Sheet C103 for location of storm drain inlet
protection and Sheet 0802 for details and specifications.
4H Stormwater Outlet Protection: See Sheet C103 for location of stormwater outlet
protection and Sheet C802 for details and specifications.
41 Permanent Seeding: See Sheet 0103 for location of permanent seeding and Sheet
C802 for details and specifications.
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND
'IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW 15 -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
24"
bindings to be
placed parallel
to ground
CROSSBARS
SILT FENCE MATERIAL
2 stakes (typ)
per bale
SEEDING
EXISTING GRADE
EROSION CONTROL
MATTING DETAIL
Plan
(n.t.s.)
flow
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
\II7
7
SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
7
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
straw bale
stake (typ)
straw bale
3 -6 "undertoe
BEEHIVE INLET OR
DRAINAGE COVER
LATHS
INLET PROTECTION SILT FENCE
6" MIN. TURN DOWN
EROSION CONTROL BLANKET
(NORTH AMERICAN GREEN
S -75 OR EQUAL)
3
THE BLANKET SHOULD NOT BE
STRETCHED BUT ALLOWED TO LAY
LOOSELY ON THE SOIL SURFACE TO
ACHIEVE MAXIMUM BLANKET TO SOIL
CONTACT.
5
300
275
250
225H
200
SLOPE 175
LENGTH 150
(FT.) 125
100
75
50
25
0
IN HIGH VELOCITY CHANNEL APPUCATIONS,
CHECK SLOTS SHOULD BE ESTABLISHED
EVERY 35 40'. THE SLOTS SHOULD BE
6" WIDE BY 6" DEEP WITH THE BLANKET
STAPLED IN THE BOTTOM OF THE SLOT,
THEN BACKFILLED AND SEEDED.
SILT FENCE
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
x
1 STAPLE PER SG. YD.
GENERAL STAPLE RECOMMENDATIONS
1 1/2'
4:1 3:1 2:1 1 :1
SLOPE GRADIENT
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHOULD BE
OVERLAPPED 2
X
B
3'
1 -1/2 STAPLES PER 50. YD.
CHANNEL
UNING
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
EROSION CONTROL BLANKETS. STAPLE PAIIERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRAINAGE OVER LARGE AREAS 15 DIRECTED ONTO THE
BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED.
1 1/2'
SILT FENCE
X
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
All silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
Fabric Weight 4 oz /syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 lbs.
Burst Strength 200 psi
UV Resistance 70
A. O. S 50 -80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
SILT FENCE DETAIL
NTS
10'
TYPICAL
Stakes 5' 0.0.
Ground Surface
Silt Fence Material Should
be Buried 6" Below Ground
Su rfa c e.
C
All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
2 STAPLES PER SQ. YD.
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH OF FLOW.
CHANNEL UNINGS UTILIZE STAPLE PAIIERN "C"
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
2
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOTTED IN"
ABOVE THE BREAK OF THE SLOPE OR AT
A MINIMUM, STAPLED IN PLACE W11H
STAPLES 6" APART ON THE END OF THE
BLANKET.
ROLL BLANKETS
OUT IN DIRECTION
OF WATER FLOW.
4
ON LONG SLOPES, THE ENDS OF THE
BLANKETS SHOULD BE OVERLAPPED
4 6' IN A 'SHINGLE EFFECT
6
EROSION BLANKET INSTALLATION
PREPARATION OF THE SEED BED,
INCLUDING APPLICATION OF LIME,
FERTILIZER AND SEED SHOULD BE
CONDUCTED AS NORMAL PRIOR TO
INSTALLATION OF BLANKET.
X
X
x
TYPICAL TOPSOIL STOCKPILE
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Irrigated
Dormant
Seeding
Species
Ranking:
1 Good
2 Medium
Not tolerant
Temporary Seeding Dates
Jan
AA
r
Feb
Mar Apr May Jun Jul IAug 'Sep IOct
Nov
Dec
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 50
FIGURE 5 -3
Temporary Seedings
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 400 -600 pounds per acre or 9 -13 pounds per 1000 sq. ft.
of 12 -12 -12 analysis fertilizer.
Work the fertilizer into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as
possible.
Mulch Rate
Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not
covered by erosion control blanketing. Mulch must be anchored using a mulch
anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer
cleats driven up and down slope.
Extended Lawn Areas
1. Kentucky Bluegrass 130 3.0
2. Perennial Ryegrass
(Turf Type)
Bluegrass
90 2.0
3. Tall Fescue(Turf Type) 130 3.0
Bluegrass 30 0.7
Figure 5 -2: Permanent Seed Mixtures
Seeding Rate Suitable pH
Ibs /acre Ibs /1000
sq. ft.
60 1.4 5.6 -7.0
FIGURE 5 -4
5.5 -7.0
5.6 -7.0
5.5 -7.5
5.5 -7.5
Building Lawn Areas
1. Perennial Ryegrass 120 2.75 5.6 -7.0
(Turf Type)
Bluegrass 180 4.0 5.6 -7.0
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
c i S TES /���i
No.L 357
p ST F
AN T A L
DA W 10/30/03
THIS DRAY, NG AND THE IDEAS, DESIGNS AND
CONCEPTS C.''NTAINED HEREIN ARE THE EXCLUSIVE
INTELLECT IAL PROPERTY OF THE SCHNEIDER
CORPORAT )N, AND ARE NOT TO BE USED OR
REPRODUCE!), IN WHOLE OR IN PART, WITHOUT
THE WRI''EN CONSENT OF THE SCHNEIDER
CORPORATION.
0 COPYRI =TED BY THE SCHNEIDER CORP. (20013
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
SOIL
CONDITION
Salt
Tolerance
Wet
dorm
Dry
Gen.
Soil
Spray
Creeping Red Fescue
Festuca rubra
2
1
2
1
1
1
Med.
1
20 -25
12 -18
7 -21
S
Kentucky Bluegrass
Poa pratinsis
2
1
2
1
1
1
Med.
1
25 -35
12 -18
10 -20
MT
Tall Fescue
Festuca L arundinacea
2
1
1
1
1
1
Low
1
24 -35
24 -36
5 -14
T
Perennial ryegrass
Lolium perenne
2
1
2
1
2
Med-
High
2
15 -20
12 -18
5 -10
MT
Crownvetch
Coronilla varia
1
1
2
Low
1
5 -10
24
14 -21
T
Red Clover
Trifolium pratense
1
2
Med.
1
7 -10
18
5 -10
S
S
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE N MAINTENANCE REQUIREMENTS
1. INSPECT RAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,
TAKING RE NOT TO UNDERMINE THE ENTRENCHED BALES.
2. INSPECT ERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
STRAW ES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT E 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 POSITED 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 ENT 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 Y 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 REST, 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 REDUCE 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. IF 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.
EROSION SEDIMENT CONTROL
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location map.
1B Narrative: This project consists of the construction of one commercial building. Site
construction is scheduled to begin in the Winter of 2003 and be completed in
the Spring of 2004.
1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See
Sheets C101 for proposed and existing improvements.
10 Lot and /or Building Locations: See Sheet C101 for building location.
TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES:
2A Existing Vegetation: The parcel of real estate to be developed has existing
vegetation comprised of grass.
28 Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to
the Site: Elliot Creek flows south along the eastern boundary of the overall
project.
2C 100 Year Floodplains, Floodway Fringes, and Floodways: None
2D Soils Information: See Sheet C100 for the Soils Map showing the soils information.
2E Existing and Planned Contour Lines: See Sheets C102 for existing and proposed
contour lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site:
Stormwater is collected via an off -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 Creek, White River
2H Potential Areas Where Stormwater May Enter Groundwater: The offsite retention
pond facility is a potential area where stormwater may enter ground water.
21 Location of Stormwater System: See Sheet 0102 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C103
showing the limits of construction.
3B 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 C103 for Erosion
Control Schedule showing installation sequence.
4B Monitoring and Maintenance Guidelines for Each Measure: See Sheet C802 for
Erosion Control Schedule showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheet 0103 for location of perimeter
control and Sheet C802 for details and specifications.
4D Temporary Seeding: See Sheet C103 for location of temporary seeding and Sheet
0802 for details and specifications.
4E Temporary Erosion and Sediment Control Measures: See Sheet C103 for location
of temporary erosion and sediment control measures and Sheet 0802 for details
and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet 0103 for location
of permanent erosion and sediment control measures and Sheet C802 for details
and specifications.
4G Storm Drain Inlet Protection: See Sheet C103 for location of storm drain inlet
protection and Sheet 0802 for details and specifications.
4H Stormwater Outlet Protection: See Sheet C103 for location of stormwater outlet
protection and Sheet C802 for details and specifications.
41 Permanent Seeding: See Sheet 0103 for location of permanent seeding and Sheet
C802 for details and specifications.
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND
'IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW 15 -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
24"
bindings to be
placed parallel
to ground
CROSSBARS
SILT FENCE MATERIAL
2 stakes (typ)
per bale
SEEDING
EXISTING GRADE
EROSION CONTROL
MATTING DETAIL
Plan
(n.t.s.)
flow
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
\II7
7
SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
7
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
straw bale
stake (typ)
straw bale
3 -6 "undertoe
BEEHIVE INLET OR
DRAINAGE COVER
LATHS
INLET PROTECTION SILT FENCE
6" MIN. TURN DOWN
EROSION CONTROL BLANKET
(NORTH AMERICAN GREEN
S -75 OR EQUAL)
3
THE BLANKET SHOULD NOT BE
STRETCHED BUT ALLOWED TO LAY
LOOSELY ON THE SOIL SURFACE TO
ACHIEVE MAXIMUM BLANKET TO SOIL
CONTACT.
5
300
275
250
225H
200
SLOPE 175
LENGTH 150
(FT.) 125
100
75
50
25
0
IN HIGH VELOCITY CHANNEL APPUCATIONS,
CHECK SLOTS SHOULD BE ESTABLISHED
EVERY 35 40'. THE SLOTS SHOULD BE
6" WIDE BY 6" DEEP WITH THE BLANKET
STAPLED IN THE BOTTOM OF THE SLOT,
THEN BACKFILLED AND SEEDED.
SILT FENCE
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
x
1 STAPLE PER SG. YD.
GENERAL STAPLE RECOMMENDATIONS
1 1/2'
4:1 3:1 2:1 1 :1
SLOPE GRADIENT
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHOULD BE
OVERLAPPED 2
X
B
3'
1 -1/2 STAPLES PER 50. YD.
CHANNEL
UNING
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
EROSION CONTROL BLANKETS. STAPLE PAIIERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRAINAGE OVER LARGE AREAS 15 DIRECTED ONTO THE
BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED.
1 1/2'
SILT FENCE
X
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
All silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
Fabric Weight 4 oz /syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 lbs.
Burst Strength 200 psi
UV Resistance 70
A. O. S 50 -80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
SILT FENCE DETAIL
NTS
10'
TYPICAL
Stakes 5' 0.0.
Ground Surface
Silt Fence Material Should
be Buried 6" Below Ground
Su rfa c e.
C
All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
2 STAPLES PER SQ. YD.
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH OF FLOW.
CHANNEL UNINGS UTILIZE STAPLE PAIIERN "C"
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
2
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOTTED IN"
ABOVE THE BREAK OF THE SLOPE OR AT
A MINIMUM, STAPLED IN PLACE W11H
STAPLES 6" APART ON THE END OF THE
BLANKET.
ROLL BLANKETS
OUT IN DIRECTION
OF WATER FLOW.
4
ON LONG SLOPES, THE ENDS OF THE
BLANKETS SHOULD BE OVERLAPPED
4 6' IN A 'SHINGLE EFFECT
6
EROSION BLANKET INSTALLATION
PREPARATION OF THE SEED BED,
INCLUDING APPLICATION OF LIME,
FERTILIZER AND SEED SHOULD BE
CONDUCTED AS NORMAL PRIOR TO
INSTALLATION OF BLANKET.
X
X
x
TYPICAL TOPSOIL STOCKPILE
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Irrigated
Dormant
Seeding
Species
Ranking:
1 Good
2 Medium
Not tolerant
Temporary Seeding Dates
Jan
AA
r
Feb
Mar Apr May Jun Jul IAug 'Sep IOct
Nov
Dec
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 50
FIGURE 5 -3
Temporary Seedings
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 400 -600 pounds per acre or 9 -13 pounds per 1000 sq. ft.
of 12 -12 -12 analysis fertilizer.
Work the fertilizer into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as
possible.
Mulch Rate
Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not
covered by erosion control blanketing. Mulch must be anchored using a mulch
anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer
cleats driven up and down slope.
Extended Lawn Areas
1. Kentucky Bluegrass 130 3.0
2. Perennial Ryegrass
(Turf Type)
Bluegrass
90 2.0
3. Tall Fescue(Turf Type) 130 3.0
Bluegrass 30 0.7
Figure 5 -2: Permanent Seed Mixtures
Seeding Rate Suitable pH
Ibs /acre Ibs /1000
sq. ft.
60 1.4 5.6 -7.0
FIGURE 5 -4
5.5 -7.0
5.6 -7.0
5.5 -7.5
5.5 -7.5
Building Lawn Areas
1. Perennial Ryegrass 120 2.75 5.6 -7.0
(Turf Type)
Bluegrass 180 4.0 5.6 -7.0
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
c i S TES /���i
No.L 357
p ST F
AN T A L
DA W 10/30/03
THIS DRAY, NG AND THE IDEAS, DESIGNS AND
CONCEPTS C.''NTAINED HEREIN ARE THE EXCLUSIVE
INTELLECT IAL PROPERTY OF THE SCHNEIDER
CORPORAT )N, AND ARE NOT TO BE USED OR
REPRODUCE!), IN WHOLE OR IN PART, WITHOUT
THE WRI''EN CONSENT OF THE SCHNEIDER
CORPORATION.
0 COPYRI =TED BY THE SCHNEIDER CORP. (20013
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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