HomeMy WebLinkAboutC103 Erosion Control Plan & DetailsDATE:
03/28/02
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
PLAN AND DETAILS
DRAWING FILES:
N: \1238 \020 \DWGS \ITALIAN R \C103.DWG
XREF: 020- BS.DWG
XREF: 012BS.DWG
XREF: BLDG2BS.DWG
XREF: 3001 ABS.DWG
XREF: BLDG2ERO.DWG
SHEET NO.:
C
1::-
HATCH PATTERN DENOTES PERMANENT SEEDING
SILTATION FENCE
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1111o■I■I® 1111101111.1111. ■11101151111Nal 111111111111111111.11 111111111NININIIII INNIMININNININ
THIS SHEET TO BE USED FOR EROSION CONTROL I
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
11111111■1111 .0.11111111111111 11111•1111111111111111
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "F"
EROSION CONTROL AND SEQUENCING
1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO
THE START OF ANY EARTH MOVING OR STRIPPING.
2. CONTRACTOR SHALL 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 WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS
GRADING IS DONE, INSTALL SILT FENCES, 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.
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 WHICH AN AREA
ENDING UPON
SHALL BE KEPT TO A PRAC TICAL MINIMUM
THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR
MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE
TEMPORARILY SEEDED.
7. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL
SILTATION OF THE STREETS AND STORM SEWERS WILL NO
LONGER OCCUR.
8. ONCE EROSION AND SILTATION OF THE STREETS AND
STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR
SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION
CONTROL DEVICES.
9. THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS
10. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND
RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN
DEVELOPING AREAS
11. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST
ADDITIONAL EROSION CONTROL MEASURES OR AMEND
EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE
CONDITIONS.
WARNING
.z
■INNIN■NNIN
CURB INLET
I
SEDIMENT
R FP
Emoi
1
SILT FENCE RHETTSBURY STREET
EXISTING VILLAGE OF
WESTCLAY SECTION
3001 -C
EROSION CONTROL SCHEDULE
MAINTENANCE
EROSION CONTROL MEASURE
SILT FENCE
EXISTING INLET PROTECTION
PERMANENT SEEDING
INLET PROTECTION
SEED, SOD LANDSCAPE AROUND
BUILDING
REMOVAL OF INLET PROTECTION
REMOVAL OF SILT FENCE
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WATER AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WATER AS NEEDED
PRIOR TO CLEARING AND GRADING
AFTER FINISH GRADING
AFTER EACH INLET IS PLACED
AFTER FINISHED GRADING AROUND FINISHED UNITS
N A
N/A
INSTALLATION SEQUENCE
PRIOR TO CLEARING AND GRADING
AFTER ALL AREAS DRAINING 10 THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
Laa.GENna
Existing Storm Sewer
EXISTING
BUILDING
Existing Sanitary Sewer
UV Resistance
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
SILT FENCE
ASSUMED NORTH
SCALE: 1"=2O'
CUR i INLET
r ,I
SEDI IIEN T
BARRIER\ TYP
SILT FENCE DETAIL
N TS
Stakes 5' 0.C.
Ground Surface
Fabric Weight 4 oz /syd
Grab Strength Warp 125 Ibs.
Elongation Warp 50
Trapezoidal Tear Strength 50 Ibs.
Burst Strength 200 psi
70
A.O. S 50-80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
SILT FENCE
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
All silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
Silt Fence Material Should
be Buried 6" Below Ground
Surface.
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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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EROSION SEDIMENT CONTROL INFORMATION
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location mop.
1B Narrative: This project consists of the construction of a commercial building with an asphalt drive. Site
construction is scheduled to begin in the Summer of 2002 and be completed in the Fall of 2002.
1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C102 for proposed
and existing improvements.
1D 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.
2B 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: No FIMA depicted.
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 contours and proposed grading.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected via
existing on- site system of inlets and pipes and conveyed to existing retention ponds. The storm water outfall
the overall project is the Elliot Creek.
2G Identify All Receiving Waters: Receiving waters: Elliot Creek.
2H Potential Areas Where Stormwater May Enter Groundwater. None
21 Location of Stormwater System: None
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 C103 for Erosion Control Schedule
showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheet C103 for location of perimeter control and details and
specifications.
4D Temporary Seeding: None
4E Temporary Erosion and Sediment Control Measures: See Sheet C103 for location of temporary erosion and
sediment control measures and details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C103 for location of
sediment control measures and details and specifications.
4G Storm Drain Inlet Protection: See Sheet C103 for location of storm drain inlet protection
specifications.
4H Stormwater Outlet Protection: None
41 Stable Construction Entrance: None
4J Erosion and Sediment Control on Individual Building Lots: None.
4K Permanent Seeding: See Sheet C103 for location of permanent seeding and details and specifications.
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
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 10 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.
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.
an
for
permanent erosion and
and details and
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Irrigated
Dormant
Seeding
Species
Jan
1. Tall Fescue
Feb
Temporary Seeding Dates
Mar Apr
May
Jun
Jul 'Aug Sep Oct
rcz/
Permanent Seeding Dates
Nov
Dec
/01
A 4
Irrigation needed during this period.
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 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 a 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 problem, such as salt tolerance of seedings adjacent to streets
ana highways, see Figure 5 -4 this sheet before final selection.
Level and Sloping, Open Areas
3. Kentucky Bluegrass 15 .4
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15 .4
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8
Emerald Crownvetch 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0
(Turf Type)
8. Tall Fescue 170 4.0
Ranking:
1 Good
2 Medium
Not tolerant
Figure 5 -2: Permanent Seed Mixtures
Seeding Rate Suitable pH
Ibs /acre Ibs /1000
sq. ft.
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover 5 .12
FIGURE 5 -4
To control
Site Suitability*
well
Droughty Drained Wet
35 .8 5.5 -8.3 2 1
5.5 -7.5 2 1
5.8 -7.5 2 1
5.5 -8.3 2 1
5.8 -7.5 2 1
5.0 -7.5 1
5.5 -8.3
1 Preferred 2 Will Tolerate Inoculate with specific Inoculatt.
2
2
2 1 2
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
CA
(f)
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F
No.
9800085
Sr; O S r.,/ TATE OF
OIAN.. o
�N
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2002)
t
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
MEETING HOUSE ROAD
CARMEL, INDIANA
CARMEL, INDIANA
SOIL
CONDITION
Shade
Tolerance
Close Mowing
to 2 -3 1 /2lnches
Tromping
Tolerance
Fertility
Needs
Winter
Hardiness
Flooding
Tolerance (days)
Mature
Height (inches)
Emergence
Time (days)
Salt
Tolerance
Gen.
Soil
Spray
Wet
Vorrr
Dry
Creeping Red Fescue
Festuca rubra
2
1
2
1
1
1
Med.
1
20 -25
12 -18
7 -21
S
Kentucky Bluegrass
Poo 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
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1111o■I■I® 1111101111.1111. ■11101151111Nal 111111111111111111.11 111111111NININIIII INNIMININNININ
THIS SHEET TO BE USED FOR EROSION CONTROL I
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
11111111■1111 .0.11111111111111 11111•1111111111111111
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "F"
EROSION CONTROL AND SEQUENCING
1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO
THE START OF ANY EARTH MOVING OR STRIPPING.
2. CONTRACTOR SHALL 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 WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS
GRADING IS DONE, INSTALL SILT FENCES, 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.
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 WHICH AN AREA
ENDING UPON
SHALL BE KEPT TO A PRAC TICAL MINIMUM
THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR
MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE
TEMPORARILY SEEDED.
7. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL
SILTATION OF THE STREETS AND STORM SEWERS WILL NO
LONGER OCCUR.
8. ONCE EROSION AND SILTATION OF THE STREETS AND
STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR
SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION
CONTROL DEVICES.
9. THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS
10. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND
RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN
DEVELOPING AREAS
11. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST
ADDITIONAL EROSION CONTROL MEASURES OR AMEND
EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE
CONDITIONS.
WARNING
.z
■INNIN■NNIN
CURB INLET
I
SEDIMENT
R FP
Emoi
1
SILT FENCE RHETTSBURY STREET
EXISTING VILLAGE OF
WESTCLAY SECTION
3001 -C
EROSION CONTROL SCHEDULE
MAINTENANCE
EROSION CONTROL MEASURE
SILT FENCE
EXISTING INLET PROTECTION
PERMANENT SEEDING
INLET PROTECTION
SEED, SOD LANDSCAPE AROUND
BUILDING
REMOVAL OF INLET PROTECTION
REMOVAL OF SILT FENCE
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WATER AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WATER AS NEEDED
PRIOR TO CLEARING AND GRADING
AFTER FINISH GRADING
AFTER EACH INLET IS PLACED
AFTER FINISHED GRADING AROUND FINISHED UNITS
N A
N/A
INSTALLATION SEQUENCE
PRIOR TO CLEARING AND GRADING
AFTER ALL AREAS DRAINING 10 THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
Laa.GENna
Existing Storm Sewer
EXISTING
BUILDING
Existing Sanitary Sewer
UV Resistance
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
SILT FENCE
ASSUMED NORTH
SCALE: 1"=2O'
CUR i INLET
r ,I
SEDI IIEN T
BARRIER\ TYP
SILT FENCE DETAIL
N TS
Stakes 5' 0.C.
Ground Surface
Fabric Weight 4 oz /syd
Grab Strength Warp 125 Ibs.
Elongation Warp 50
Trapezoidal Tear Strength 50 Ibs.
Burst Strength 200 psi
70
A.O. S 50-80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
SILT FENCE
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
All silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
Silt Fence Material Should
be Buried 6" Below Ground
Surface.
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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
N
F-
c_6w
C7 F---
C) C)
W
C D V)
o0
E
57.< U
LJJ IiJ
EROSION SEDIMENT CONTROL INFORMATION
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location mop.
1B Narrative: This project consists of the construction of a commercial building with an asphalt drive. Site
construction is scheduled to begin in the Summer of 2002 and be completed in the Fall of 2002.
1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C102 for proposed
and existing improvements.
1D 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.
2B 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: No FIMA depicted.
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 contours and proposed grading.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected via
existing on- site system of inlets and pipes and conveyed to existing retention ponds. The storm water outfall
the overall project is the Elliot Creek.
2G Identify All Receiving Waters: Receiving waters: Elliot Creek.
2H Potential Areas Where Stormwater May Enter Groundwater. None
21 Location of Stormwater System: None
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 C103 for Erosion Control Schedule
showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheet C103 for location of perimeter control and details and
specifications.
4D Temporary Seeding: None
4E Temporary Erosion and Sediment Control Measures: See Sheet C103 for location of temporary erosion and
sediment control measures and details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C103 for location of
sediment control measures and details and specifications.
4G Storm Drain Inlet Protection: See Sheet C103 for location of storm drain inlet protection
specifications.
4H Stormwater Outlet Protection: None
41 Stable Construction Entrance: None
4J Erosion and Sediment Control on Individual Building Lots: None.
4K Permanent Seeding: See Sheet C103 for location of permanent seeding and details and specifications.
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
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 10 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.
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.
an
for
permanent erosion and
and details and
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Irrigated
Dormant
Seeding
Species
Jan
1. Tall Fescue
Feb
Temporary Seeding Dates
Mar Apr
May
Jun
Jul 'Aug Sep Oct
rcz/
Permanent Seeding Dates
Nov
Dec
/01
A 4
Irrigation needed during this period.
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 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 a 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 problem, such as salt tolerance of seedings adjacent to streets
ana highways, see Figure 5 -4 this sheet before final selection.
Level and Sloping, Open Areas
3. Kentucky Bluegrass 15 .4
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15 .4
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8
Emerald Crownvetch 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0
(Turf Type)
8. Tall Fescue 170 4.0
Ranking:
1 Good
2 Medium
Not tolerant
Figure 5 -2: Permanent Seed Mixtures
Seeding Rate Suitable pH
Ibs /acre Ibs /1000
sq. ft.
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover 5 .12
FIGURE 5 -4
To control
Site Suitability*
well
Droughty Drained Wet
35 .8 5.5 -8.3 2 1
5.5 -7.5 2 1
5.8 -7.5 2 1
5.5 -8.3 2 1
5.8 -7.5 2 1
5.0 -7.5 1
5.5 -8.3
1 Preferred 2 Will Tolerate Inoculate with specific Inoculatt.
2
2
2 1 2
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
CA
(f)
w
F
No.
9800085
Sr; O S r.,/ TATE OF
OIAN.. o
�N
DATE:
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THE WRITTEN CONSENT OF THE SCHNEIDER
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COPYRIGHTED BY THE SCHNEIDER CORP. (2002)
t
Schneider
THE SCHNEIDER CORPORATION
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Suite 100
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Telephone: 317.569.8112
Fax: 317.826.6410
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