HomeMy WebLinkAbout85-01 VOWC Sec. 8002 - Construction Plans - Erosion Control Details C802EROSION 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 STABIUZE
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 STABIUZE.
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 WRAP, 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.
TOPDRESS Wiffl CLEAN STONE AS NEEDED.
4: IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC 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 INFORMATION
HOLEY MOLEY SAYS
DON'T
DIG
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
DAYS BEFORE COMMENCING WORK.
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location map.
1B Narrative: Ns project consists of the construction of Village of WestClay Section 8002 of a residential
development containing 11 single family lots. Site construction is scheduled to begin in the Summer of 2001 and be
completed in the Spring of 2002.
1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc: See Sheet C101 for proposed
and existing improvements.
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 Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Elliot Creek flows
through the Southern portion of the 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 Sheet C101 for existing and proposed contour lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected via an
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 Creek, White River
2H Potential Areas Where Stormwater May Enter Groundwater None
21 Location of Stormwater System: See Sheet C101 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheet C103 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 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 Sheet C802 for
details and specifications.
4D Temporary Seeding: See Sheet C103 for location of temporary seeding and Sheet C802 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 C802 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C103 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 C802 for
details and specifications.
4H Stormwater Outlet Protection: See Sheet C103 for locatiion of storrnwater outlet protection and Sheet C802
for details and specifications.
41 Stable Construction Entrance: See Sheet C103 for location of construction entrance and Sheet C802 for
details and specifications.
4J Erosion and Sediment Control on Individual Building Lots: See sheet C103 for additional specifications for house
builders.
4K Permanent Seeding: See Sheet C103 for location of pemnanent seeding and Sheet C802 for details and
specifications.
1.
EROSION CONTROL BY HOUSE BUILDERS
Temporary and permanent seeded areas established by the
developer will be maintained by the home builder and his sub-
contractors. Straw bale dams or silt fences previously installed
will be maintained.
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 a stable area (water shall not be used to flush silt or mud
to the storm sewer).
In a particularly persistent erosion condition, silt fencing or
other measures may be required by the developer
When time is appropriate, and as 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.
24"
CROSSBARS
SILT FENCE MATERIAL
CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
SILT TRAPS, DIVERSINO SWALES AND INLET PROTECTION FOR
EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING
OR STRIPPING.
41111.2111.11.11111111.
2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVISE 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 WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING
IS DONE, INSTALL 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. THIS SEEDING SHOULD BE
COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE
ARE COMPETED.
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 REMAINS EXPOSED
SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON
THE WEATHER. IF CONSTRUCTION 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. THE 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 LONGER 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 1AC AND
RULE 115, 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:
6" (MIN)
2"-3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTIC(PATED)
EROSION CONTROL SEQUENCING
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
4
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
BEEHIVE INLET OR
DRAINAGE COVER
INLET PROTECTION SILT FENCE
11
LATHS
SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
2 stakes (typ)
per bale
staked
straw bale
compacted soil
to prevent piping
2 stakes (typ)
per bale
bindings to be
placecf parallel
to ground
Plan
(n.t.s.)
Profile
(n.t.s.)
Plan
(n.t.s.)
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
EROSION CONTROL BLANKET
(NORTH AMERICAN GREEN
S-75 OR EQUAL)
EXISTNG GRADE
EROSION CONTROL
MATTING DETAIL
,-bindings for straw bales
to be placed parallel
to ground
BEEHIVE INLET STRAW
BALE PROTECTION
fl ow
flow
straw bale
stake (typ)
straw bale
3"-6"undertoe
straw bale
6" MIN. TURN DOWN
NOTE:
GRADE
(NEW DR E)GSTING)
SEEDED AND
STRAW MULCHED
Burst Strength
UV Resistance
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
itEM-E.111,T
THE BLANKET SHOULD NOT BE
SiRERIED BUT ALLOWED TO LAY
LOOSELY ON TEE SOIL WAGE TO
ACHIEVE MASIUM BLANKET TO SOL
CONTACT.
5
IN HIGH VELOCITY CHANNEL APPLICATIONS,
CHECK SLOTS SiCULD BE ESTABUSHED
EVERY 35 40". THE SLOTS SHOULD BE
6 WIN BY 6' DOT ICH THE EIANKET
STAPLED IN THE BOTTOM Cr THE SLOT,
TIEN BACKFILLED AND SIIDED.
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.
17, xi,
300
275
250
225
200
SLOPE 175
LENGTH 150
TO 125
100
75
50
25
0
VARIES
1 STAPLE PER SQ. YD.
All silt fence shall be prefabricated by the supplier. No
will be accepted.
4 1111
5/ 1111111011111111111111
4:1 31 2:1
SLOPE GRADIENT
SILT FENCE DETAIL
NTS
GENERAL STARE RECOMMENDATIONS
1:1
STAPLE PATTERNS APPLY TO All NORTH AMERICAN
EROSION CONTROL 131.ANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE IBIGTHS GREATER THAN 300 FEET OR 'MERE
DRAINAGE OVER LARGE AREAS IS OREM ONTO THE
BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
1
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHCULD BE
OVERLAPPED 2'.
GRADE
i(NEW OR EXISTING)
1:--
S-75 EROSION CONTROL
BLANKET AS MANU. BY
NORTH AMERICAN GREEN
OR APPROVED EQUAL
EROSION CONTROL MATTING DETAIL
FOR REAR YARD SWALE
SCALE: NONE
SILT FENCE
Silt Fence shall be a machine produced, non-woven geotextile of 100%
polypropylene meeting the physical properties below.
Al! stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
field assembly
Fabric Weight 4 oz/syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 lbs.
200 psi
70
A.O.S 50-80
Slurry Flow Rate 225 gpm/sq. ft
Sediment Retention 75
Stakes 5' O.C.
Ground Surface
CHANNEL
UNING
Silt Fence Materiel Should
be Buried 6" Below Ground
Surface.
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH Cr FLOW.
CHANNEL. UNINGS MIZE STAPLE PATTERN
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
2
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOTTED fl"
ABOVE THE EFEAK OF DIE SLCPE OR AT
A MIMI, STAPLED IN PLACE 11411H
STAPLES 6' APART ON THE BO OF THE
BLANKET.
EROSION BLANKET INSTALLATION
ON LONG SLOPES, THE ENDS OF THE
I3LANKE1S SHOULD BE OVERLAPPED
4 6' IN A 'SHINGLE EFFECT
6
PREPARATION OF THE SEED BED,
MICLUDING APPLICATION OF LILE,
FERTILIZER AND SEED SHOULD BE
CONNOTED AS NORMAL PRIOR TO
NSTALLARON OF BLANKET.
Irrigated
Wheat or Rye
Oats
Annual Ryegrass
Non-Irrigated*
Dormant
Seeding**
Kind of Seed
Wheat or Rye
Spring Oats
Species
Jan
Feb
Mar Apr
fd4 um, 4immimmw
May Jun
Jul lug Sep Oct
v,AA
Permanent Seeding Dates
Nov
Dec
1. Tall Fescue
2. Tall Fescue
Red Clover**
3. Kentucky Bluegrass 15
Creeping Red Fescue 15
Steep Banks and Cuts
8. Tall Fescue
Ranking:
1 Good
2 Medium
Not tolerant
Temporary Seed ng Dates
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
1000 Sq. Ft. Acre Remarks
3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
2.3 lbs. 3 bu. Cover seed 1" deep
Annual ryegrass 1 lb. 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 0 problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Level and Sloping, Open Areas
5. Tail Fescue 35
Emerald Crownvetch** 10 .25
Figure 5-2: Permanent Seed Mixtures
Seeding Rate Suitable pH
lbs/acre bs/1000
sq. ft.
35 .8 5.5-8.3 2 1 2
25 .6 5.5-8.3 1
5 .12
4. Tall Fescue 15 .4 5.8-7.5 2
Kentucky Bluegrass 25 .6
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8-7.5
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0-7.5
(Turf Type)
170 4.0 5.5-8.3 2
.4 5.5-7.5 2
.4
.8 5.5-8.3 2
FIGURE 5-4
Site Suitability*
well
Droughty Drained Wet
1 2
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
1 2
10'
TYPICAL
TYPICAL TOPSOIL STOCKPILE
Sett Tolerance (to both soil salts Sc spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
DATE:6 add
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.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
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
cts
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DATE:
6/28/01
DRAWN BY:
DCC
PROJECT NO.:
1238.8002
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
DETAILS
DRAWING FILES:
N: \1238\8002\DINGSV802.DWG
SHEET NO.:
C:02
v
of WestClay
sEcTioN
8002
CARMEL, INDIANA
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
TEMP. DIVERSION SWALE SILT TRAPS
STONE ENTRANCE
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 STABIUZE
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 STABIUZE.
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 WRAP, 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.
TOPDRESS Wiffl CLEAN STONE AS NEEDED.
4: IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC 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 INFORMATION
HOLEY MOLEY SAYS
DON'T
DIG
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
DAYS BEFORE COMMENCING WORK.
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location map.
1B Narrative: Ns project consists of the construction of Village of WestClay Section 8002 of a residential
development containing 11 single family lots. Site construction is scheduled to begin in the Summer of 2001 and be
completed in the Spring of 2002.
1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc: See Sheet C101 for proposed
and existing improvements.
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 Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Elliot Creek flows
through the Southern portion of the 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 Sheet C101 for existing and proposed contour lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected via an
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 Creek, White River
2H Potential Areas Where Stormwater May Enter Groundwater None
21 Location of Stormwater System: See Sheet C101 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheet C103 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 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 Sheet C802 for
details and specifications.
4D Temporary Seeding: See Sheet C103 for location of temporary seeding and Sheet C802 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 C802 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C103 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 C802 for
details and specifications.
4H Stormwater Outlet Protection: See Sheet C103 for locatiion of storrnwater outlet protection and Sheet C802
for details and specifications.
41 Stable Construction Entrance: See Sheet C103 for location of construction entrance and Sheet C802 for
details and specifications.
4J Erosion and Sediment Control on Individual Building Lots: See sheet C103 for additional specifications for house
builders.
4K Permanent Seeding: See Sheet C103 for location of pemnanent seeding and Sheet C802 for details and
specifications.
1.
EROSION CONTROL BY HOUSE BUILDERS
Temporary and permanent seeded areas established by the
developer will be maintained by the home builder and his sub-
contractors. Straw bale dams or silt fences previously installed
will be maintained.
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 a stable area (water shall not be used to flush silt or mud
to the storm sewer).
In a particularly persistent erosion condition, silt fencing or
other measures may be required by the developer
When time is appropriate, and as 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.
24"
CROSSBARS
SILT FENCE MATERIAL
CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
SILT TRAPS, DIVERSINO SWALES AND INLET PROTECTION FOR
EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING
OR STRIPPING.
41111.2111.11.11111111.
2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVISE 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 WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING
IS DONE, INSTALL 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. THIS SEEDING SHOULD BE
COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE
ARE COMPETED.
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 REMAINS EXPOSED
SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON
THE WEATHER. IF CONSTRUCTION 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. THE 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 LONGER 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 1AC AND
RULE 115, 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:
6" (MIN)
2"-3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTIC(PATED)
EROSION CONTROL SEQUENCING
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
4
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
BEEHIVE INLET OR
DRAINAGE COVER
INLET PROTECTION SILT FENCE
11
LATHS
SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
2 stakes (typ)
per bale
staked
straw bale
compacted soil
to prevent piping
2 stakes (typ)
per bale
bindings to be
placecf parallel
to ground
Plan
(n.t.s.)
Profile
(n.t.s.)
Plan
(n.t.s.)
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
EROSION CONTROL BLANKET
(NORTH AMERICAN GREEN
S-75 OR EQUAL)
EXISTNG GRADE
EROSION CONTROL
MATTING DETAIL
,-bindings for straw bales
to be placed parallel
to ground
BEEHIVE INLET STRAW
BALE PROTECTION
fl ow
flow
straw bale
stake (typ)
straw bale
3"-6"undertoe
straw bale
6" MIN. TURN DOWN
NOTE:
GRADE
(NEW DR E)GSTING)
SEEDED AND
STRAW MULCHED
Burst Strength
UV Resistance
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
itEM-E.111,T
THE BLANKET SHOULD NOT BE
SiRERIED BUT ALLOWED TO LAY
LOOSELY ON TEE SOIL WAGE TO
ACHIEVE MASIUM BLANKET TO SOL
CONTACT.
5
IN HIGH VELOCITY CHANNEL APPLICATIONS,
CHECK SLOTS SiCULD BE ESTABUSHED
EVERY 35 40". THE SLOTS SHOULD BE
6 WIN BY 6' DOT ICH THE EIANKET
STAPLED IN THE BOTTOM Cr THE SLOT,
TIEN BACKFILLED AND SIIDED.
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.
17, xi,
300
275
250
225
200
SLOPE 175
LENGTH 150
TO 125
100
75
50
25
0
VARIES
1 STAPLE PER SQ. YD.
All silt fence shall be prefabricated by the supplier. No
will be accepted.
4 1111
5/ 1111111011111111111111
4:1 31 2:1
SLOPE GRADIENT
SILT FENCE DETAIL
NTS
GENERAL STARE RECOMMENDATIONS
1:1
STAPLE PATTERNS APPLY TO All NORTH AMERICAN
EROSION CONTROL 131.ANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE IBIGTHS GREATER THAN 300 FEET OR 'MERE
DRAINAGE OVER LARGE AREAS IS OREM ONTO THE
BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
1
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHCULD BE
OVERLAPPED 2'.
GRADE
i(NEW OR EXISTING)
1:--
S-75 EROSION CONTROL
BLANKET AS MANU. BY
NORTH AMERICAN GREEN
OR APPROVED EQUAL
EROSION CONTROL MATTING DETAIL
FOR REAR YARD SWALE
SCALE: NONE
SILT FENCE
Silt Fence shall be a machine produced, non-woven geotextile of 100%
polypropylene meeting the physical properties below.
Al! stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
field assembly
Fabric Weight 4 oz/syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 lbs.
200 psi
70
A.O.S 50-80
Slurry Flow Rate 225 gpm/sq. ft
Sediment Retention 75
Stakes 5' O.C.
Ground Surface
CHANNEL
UNING
Silt Fence Materiel Should
be Buried 6" Below Ground
Surface.
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH Cr FLOW.
CHANNEL. UNINGS MIZE STAPLE PATTERN
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
2
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOTTED fl"
ABOVE THE EFEAK OF DIE SLCPE OR AT
A MIMI, STAPLED IN PLACE 11411H
STAPLES 6' APART ON THE BO OF THE
BLANKET.
EROSION BLANKET INSTALLATION
ON LONG SLOPES, THE ENDS OF THE
I3LANKE1S SHOULD BE OVERLAPPED
4 6' IN A 'SHINGLE EFFECT
6
PREPARATION OF THE SEED BED,
MICLUDING APPLICATION OF LILE,
FERTILIZER AND SEED SHOULD BE
CONNOTED AS NORMAL PRIOR TO
NSTALLARON OF BLANKET.
Irrigated
Wheat or Rye
Oats
Annual Ryegrass
Non-Irrigated*
Dormant
Seeding**
Kind of Seed
Wheat or Rye
Spring Oats
Species
Jan
Feb
Mar Apr
fd4 um, 4immimmw
May Jun
Jul lug Sep Oct
v,AA
Permanent Seeding Dates
Nov
Dec
1. Tall Fescue
2. Tall Fescue
Red Clover**
3. Kentucky Bluegrass 15
Creeping Red Fescue 15
Steep Banks and Cuts
8. Tall Fescue
Ranking:
1 Good
2 Medium
Not tolerant
Temporary Seed ng Dates
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
1000 Sq. Ft. Acre Remarks
3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
2.3 lbs. 3 bu. Cover seed 1" deep
Annual ryegrass 1 lb. 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 0 problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Level and Sloping, Open Areas
5. Tail Fescue 35
Emerald Crownvetch** 10 .25
Figure 5-2: Permanent Seed Mixtures
Seeding Rate Suitable pH
lbs/acre bs/1000
sq. ft.
35 .8 5.5-8.3 2 1 2
25 .6 5.5-8.3 1
5 .12
4. Tall Fescue 15 .4 5.8-7.5 2
Kentucky Bluegrass 25 .6
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8-7.5
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0-7.5
(Turf Type)
170 4.0 5.5-8.3 2
.4 5.5-7.5 2
.4
.8 5.5-8.3 2
FIGURE 5-4
Site Suitability*
well
Droughty Drained Wet
1 2
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
1 2
10'
TYPICAL
TYPICAL TOPSOIL STOCKPILE
Sett Tolerance (to both soil salts Sc spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
DATE:6 add
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.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
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
cts
2
co CZ)
(1) co
c)
0 1-•••
r**.0)
tli) F.4
DATE:
6/28/01
DRAWN BY:
DCC
PROJECT NO.:
1238.8002
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
DETAILS
DRAWING FILES:
N: \1238\8002\DINGSV802.DWG
SHEET NO.:
C:02
v
of WestClay
sEcTioN
8002
CARMEL, INDIANA
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
TEMP. DIVERSION SWALE SILT TRAPS
AS NEEDED
PRIOR TO CLEARING AND GRADING
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
PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER EACH INLET IS PLACED
INLET
SEED, SOD LANDSCAPE AROUND
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS FINISHED
12-18
Kentucky Bluegrass
Poo pratinsis
OF STRAW BALES
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL
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
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 STABIUZE
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 STABIUZE.
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 WRAP, 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.
TOPDRESS Wiffl CLEAN STONE AS NEEDED.
4: IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC 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 INFORMATION
HOLEY MOLEY SAYS
DON'T
DIG
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
DAYS BEFORE COMMENCING WORK.
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location map.
1B Narrative: Ns project consists of the construction of Village of WestClay Section 8002 of a residential
development containing 11 single family lots. Site construction is scheduled to begin in the Summer of 2001 and be
completed in the Spring of 2002.
1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc: See Sheet C101 for proposed
and existing improvements.
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 Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Elliot Creek flows
through the Southern portion of the 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 Sheet C101 for existing and proposed contour lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected via an
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 Creek, White River
2H Potential Areas Where Stormwater May Enter Groundwater None
21 Location of Stormwater System: See Sheet C101 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheet C103 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 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 Sheet C802 for
details and specifications.
4D Temporary Seeding: See Sheet C103 for location of temporary seeding and Sheet C802 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 C802 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C103 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 C802 for
details and specifications.
4H Stormwater Outlet Protection: See Sheet C103 for locatiion of storrnwater outlet protection and Sheet C802
for details and specifications.
41 Stable Construction Entrance: See Sheet C103 for location of construction entrance and Sheet C802 for
details and specifications.
4J Erosion and Sediment Control on Individual Building Lots: See sheet C103 for additional specifications for house
builders.
4K Permanent Seeding: See Sheet C103 for location of pemnanent seeding and Sheet C802 for details and
specifications.
1.
EROSION CONTROL BY HOUSE BUILDERS
Temporary and permanent seeded areas established by the
developer will be maintained by the home builder and his sub-
contractors. Straw bale dams or silt fences previously installed
will be maintained.
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 a stable area (water shall not be used to flush silt or mud
to the storm sewer).
In a particularly persistent erosion condition, silt fencing or
other measures may be required by the developer
When time is appropriate, and as 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.
24"
CROSSBARS
SILT FENCE MATERIAL
CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
SILT TRAPS, DIVERSINO SWALES AND INLET PROTECTION FOR
EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING
OR STRIPPING.
41111.2111.11.11111111.
2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVISE 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 WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING
IS DONE, INSTALL 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. THIS SEEDING SHOULD BE
COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE
ARE COMPETED.
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 REMAINS EXPOSED
SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON
THE WEATHER. IF CONSTRUCTION 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. THE 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 LONGER 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 1AC AND
RULE 115, 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:
6" (MIN)
2"-3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTIC(PATED)
EROSION CONTROL SEQUENCING
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
4
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
BEEHIVE INLET OR
DRAINAGE COVER
INLET PROTECTION SILT FENCE
11
LATHS
SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
2 stakes (typ)
per bale
staked
straw bale
compacted soil
to prevent piping
2 stakes (typ)
per bale
bindings to be
placecf parallel
to ground
Plan
(n.t.s.)
Profile
(n.t.s.)
Plan
(n.t.s.)
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
EROSION CONTROL BLANKET
(NORTH AMERICAN GREEN
S-75 OR EQUAL)
EXISTNG GRADE
EROSION CONTROL
MATTING DETAIL
,-bindings for straw bales
to be placed parallel
to ground
BEEHIVE INLET STRAW
BALE PROTECTION
fl ow
flow
straw bale
stake (typ)
straw bale
3"-6"undertoe
straw bale
6" MIN. TURN DOWN
NOTE:
GRADE
(NEW DR E)GSTING)
SEEDED AND
STRAW MULCHED
Burst Strength
UV Resistance
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
itEM-E.111,T
THE BLANKET SHOULD NOT BE
SiRERIED BUT ALLOWED TO LAY
LOOSELY ON TEE SOIL WAGE TO
ACHIEVE MASIUM BLANKET TO SOL
CONTACT.
5
IN HIGH VELOCITY CHANNEL APPLICATIONS,
CHECK SLOTS SiCULD BE ESTABUSHED
EVERY 35 40". THE SLOTS SHOULD BE
6 WIN BY 6' DOT ICH THE EIANKET
STAPLED IN THE BOTTOM Cr THE SLOT,
TIEN BACKFILLED AND SIIDED.
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.
17, xi,
300
275
250
225
200
SLOPE 175
LENGTH 150
TO 125
100
75
50
25
0
VARIES
1 STAPLE PER SQ. YD.
All silt fence shall be prefabricated by the supplier. No
will be accepted.
4 1111
5/ 1111111011111111111111
4:1 31 2:1
SLOPE GRADIENT
SILT FENCE DETAIL
NTS
GENERAL STARE RECOMMENDATIONS
1:1
STAPLE PATTERNS APPLY TO All NORTH AMERICAN
EROSION CONTROL 131.ANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE IBIGTHS GREATER THAN 300 FEET OR 'MERE
DRAINAGE OVER LARGE AREAS IS OREM ONTO THE
BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
1
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHCULD BE
OVERLAPPED 2'.
GRADE
i(NEW OR EXISTING)
1:--
S-75 EROSION CONTROL
BLANKET AS MANU. BY
NORTH AMERICAN GREEN
OR APPROVED EQUAL
EROSION CONTROL MATTING DETAIL
FOR REAR YARD SWALE
SCALE: NONE
SILT FENCE
Silt Fence shall be a machine produced, non-woven geotextile of 100%
polypropylene meeting the physical properties below.
Al! stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
field assembly
Fabric Weight 4 oz/syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 lbs.
200 psi
70
A.O.S 50-80
Slurry Flow Rate 225 gpm/sq. ft
Sediment Retention 75
Stakes 5' O.C.
Ground Surface
CHANNEL
UNING
Silt Fence Materiel Should
be Buried 6" Below Ground
Surface.
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH Cr FLOW.
CHANNEL. UNINGS MIZE STAPLE PATTERN
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
2
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOTTED fl"
ABOVE THE EFEAK OF DIE SLCPE OR AT
A MIMI, STAPLED IN PLACE 11411H
STAPLES 6' APART ON THE BO OF THE
BLANKET.
EROSION BLANKET INSTALLATION
ON LONG SLOPES, THE ENDS OF THE
I3LANKE1S SHOULD BE OVERLAPPED
4 6' IN A 'SHINGLE EFFECT
6
PREPARATION OF THE SEED BED,
MICLUDING APPLICATION OF LILE,
FERTILIZER AND SEED SHOULD BE
CONNOTED AS NORMAL PRIOR TO
NSTALLARON OF BLANKET.
Irrigated
Wheat or Rye
Oats
Annual Ryegrass
Non-Irrigated*
Dormant
Seeding**
Kind of Seed
Wheat or Rye
Spring Oats
Species
Jan
Feb
Mar Apr
fd4 um, 4immimmw
May Jun
Jul lug Sep Oct
v,AA
Permanent Seeding Dates
Nov
Dec
1. Tall Fescue
2. Tall Fescue
Red Clover**
3. Kentucky Bluegrass 15
Creeping Red Fescue 15
Steep Banks and Cuts
8. Tall Fescue
Ranking:
1 Good
2 Medium
Not tolerant
Temporary Seed ng Dates
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
1000 Sq. Ft. Acre Remarks
3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
2.3 lbs. 3 bu. Cover seed 1" deep
Annual ryegrass 1 lb. 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 0 problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Level and Sloping, Open Areas
5. Tail Fescue 35
Emerald Crownvetch** 10 .25
Figure 5-2: Permanent Seed Mixtures
Seeding Rate Suitable pH
lbs/acre bs/1000
sq. ft.
35 .8 5.5-8.3 2 1 2
25 .6 5.5-8.3 1
5 .12
4. Tall Fescue 15 .4 5.8-7.5 2
Kentucky Bluegrass 25 .6
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8-7.5
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0-7.5
(Turf Type)
170 4.0 5.5-8.3 2
.4 5.5-7.5 2
.4
.8 5.5-8.3 2
FIGURE 5-4
Site Suitability*
well
Droughty Drained Wet
1 2
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
1 2
10'
TYPICAL
TYPICAL TOPSOIL STOCKPILE
Sett Tolerance (to both soil salts Sc spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
DATE:6 add
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.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
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
cts
2
co CZ)
(1) co
c)
0 1-•••
r**.0)
tli) F.4
DATE:
6/28/01
DRAWN BY:
DCC
PROJECT NO.:
1238.8002
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
DETAILS
DRAWING FILES:
N: \1238\8002\DINGSV802.DWG
SHEET NO.:
C:02
v
of WestClay
sEcTioN
8002
CARMEL, INDIANA
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
SOIL
CONDITION
90 U0.18 pi
GPo4S
Close Mowing
to 2 -3 1 /2inches
TT Toleroncmping e
spaON
ssauipJoH
Alta
Flooding
Tolerance (days)
Mature
Height (inches)
Emergence
Time (days)
Salt
Tolerance
Gen.
Soil
Spray
Wet
\lorrr
Dry
7-21
S
Creeping Red Fescue
Festuca rubra
2
1
2
1
1
1
Med.
1
20-25
12-18
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 pretense
1
2
Med.
1
7-10
18
5-10
S
S
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 STABIUZE
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 STABIUZE.
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 WRAP, 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.
TOPDRESS Wiffl CLEAN STONE AS NEEDED.
4: IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC 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 INFORMATION
HOLEY MOLEY SAYS
DON'T
DIG
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
DAYS BEFORE COMMENCING WORK.
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location map.
1B Narrative: Ns project consists of the construction of Village of WestClay Section 8002 of a residential
development containing 11 single family lots. Site construction is scheduled to begin in the Summer of 2001 and be
completed in the Spring of 2002.
1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc: See Sheet C101 for proposed
and existing improvements.
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 Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Elliot Creek flows
through the Southern portion of the 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 Sheet C101 for existing and proposed contour lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected via an
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 Creek, White River
2H Potential Areas Where Stormwater May Enter Groundwater None
21 Location of Stormwater System: See Sheet C101 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheet C103 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 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 Sheet C802 for
details and specifications.
4D Temporary Seeding: See Sheet C103 for location of temporary seeding and Sheet C802 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 C802 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C103 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 C802 for
details and specifications.
4H Stormwater Outlet Protection: See Sheet C103 for locatiion of storrnwater outlet protection and Sheet C802
for details and specifications.
41 Stable Construction Entrance: See Sheet C103 for location of construction entrance and Sheet C802 for
details and specifications.
4J Erosion and Sediment Control on Individual Building Lots: See sheet C103 for additional specifications for house
builders.
4K Permanent Seeding: See Sheet C103 for location of pemnanent seeding and Sheet C802 for details and
specifications.
1.
EROSION CONTROL BY HOUSE BUILDERS
Temporary and permanent seeded areas established by the
developer will be maintained by the home builder and his sub-
contractors. Straw bale dams or silt fences previously installed
will be maintained.
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 a stable area (water shall not be used to flush silt or mud
to the storm sewer).
In a particularly persistent erosion condition, silt fencing or
other measures may be required by the developer
When time is appropriate, and as 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.
24"
CROSSBARS
SILT FENCE MATERIAL
CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
SILT TRAPS, DIVERSINO SWALES AND INLET PROTECTION FOR
EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING
OR STRIPPING.
41111.2111.11.11111111.
2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVISE 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 WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING
IS DONE, INSTALL 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. THIS SEEDING SHOULD BE
COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE
ARE COMPETED.
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 REMAINS EXPOSED
SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON
THE WEATHER. IF CONSTRUCTION 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. THE 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 LONGER 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 1AC AND
RULE 115, 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:
6" (MIN)
2"-3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTIC(PATED)
EROSION CONTROL SEQUENCING
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
4
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
BEEHIVE INLET OR
DRAINAGE COVER
INLET PROTECTION SILT FENCE
11
LATHS
SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
2 stakes (typ)
per bale
staked
straw bale
compacted soil
to prevent piping
2 stakes (typ)
per bale
bindings to be
placecf parallel
to ground
Plan
(n.t.s.)
Profile
(n.t.s.)
Plan
(n.t.s.)
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
EROSION CONTROL BLANKET
(NORTH AMERICAN GREEN
S-75 OR EQUAL)
EXISTNG GRADE
EROSION CONTROL
MATTING DETAIL
,-bindings for straw bales
to be placed parallel
to ground
BEEHIVE INLET STRAW
BALE PROTECTION
fl ow
flow
straw bale
stake (typ)
straw bale
3"-6"undertoe
straw bale
6" MIN. TURN DOWN
NOTE:
GRADE
(NEW DR E)GSTING)
SEEDED AND
STRAW MULCHED
Burst Strength
UV Resistance
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
itEM-E.111,T
THE BLANKET SHOULD NOT BE
SiRERIED BUT ALLOWED TO LAY
LOOSELY ON TEE SOIL WAGE TO
ACHIEVE MASIUM BLANKET TO SOL
CONTACT.
5
IN HIGH VELOCITY CHANNEL APPLICATIONS,
CHECK SLOTS SiCULD BE ESTABUSHED
EVERY 35 40". THE SLOTS SHOULD BE
6 WIN BY 6' DOT ICH THE EIANKET
STAPLED IN THE BOTTOM Cr THE SLOT,
TIEN BACKFILLED AND SIIDED.
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.
17, xi,
300
275
250
225
200
SLOPE 175
LENGTH 150
TO 125
100
75
50
25
0
VARIES
1 STAPLE PER SQ. YD.
All silt fence shall be prefabricated by the supplier. No
will be accepted.
4 1111
5/ 1111111011111111111111
4:1 31 2:1
SLOPE GRADIENT
SILT FENCE DETAIL
NTS
GENERAL STARE RECOMMENDATIONS
1:1
STAPLE PATTERNS APPLY TO All NORTH AMERICAN
EROSION CONTROL 131.ANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE IBIGTHS GREATER THAN 300 FEET OR 'MERE
DRAINAGE OVER LARGE AREAS IS OREM ONTO THE
BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
1
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHCULD BE
OVERLAPPED 2'.
GRADE
i(NEW OR EXISTING)
1:--
S-75 EROSION CONTROL
BLANKET AS MANU. BY
NORTH AMERICAN GREEN
OR APPROVED EQUAL
EROSION CONTROL MATTING DETAIL
FOR REAR YARD SWALE
SCALE: NONE
SILT FENCE
Silt Fence shall be a machine produced, non-woven geotextile of 100%
polypropylene meeting the physical properties below.
Al! stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
field assembly
Fabric Weight 4 oz/syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 lbs.
200 psi
70
A.O.S 50-80
Slurry Flow Rate 225 gpm/sq. ft
Sediment Retention 75
Stakes 5' O.C.
Ground Surface
CHANNEL
UNING
Silt Fence Materiel Should
be Buried 6" Below Ground
Surface.
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH Cr FLOW.
CHANNEL. UNINGS MIZE STAPLE PATTERN
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
2
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOTTED fl"
ABOVE THE EFEAK OF DIE SLCPE OR AT
A MIMI, STAPLED IN PLACE 11411H
STAPLES 6' APART ON THE BO OF THE
BLANKET.
EROSION BLANKET INSTALLATION
ON LONG SLOPES, THE ENDS OF THE
I3LANKE1S SHOULD BE OVERLAPPED
4 6' IN A 'SHINGLE EFFECT
6
PREPARATION OF THE SEED BED,
MICLUDING APPLICATION OF LILE,
FERTILIZER AND SEED SHOULD BE
CONNOTED AS NORMAL PRIOR TO
NSTALLARON OF BLANKET.
Irrigated
Wheat or Rye
Oats
Annual Ryegrass
Non-Irrigated*
Dormant
Seeding**
Kind of Seed
Wheat or Rye
Spring Oats
Species
Jan
Feb
Mar Apr
fd4 um, 4immimmw
May Jun
Jul lug Sep Oct
v,AA
Permanent Seeding Dates
Nov
Dec
1. Tall Fescue
2. Tall Fescue
Red Clover**
3. Kentucky Bluegrass 15
Creeping Red Fescue 15
Steep Banks and Cuts
8. Tall Fescue
Ranking:
1 Good
2 Medium
Not tolerant
Temporary Seed ng Dates
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
1000 Sq. Ft. Acre Remarks
3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
2.3 lbs. 3 bu. Cover seed 1" deep
Annual ryegrass 1 lb. 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 0 problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Level and Sloping, Open Areas
5. Tail Fescue 35
Emerald Crownvetch** 10 .25
Figure 5-2: Permanent Seed Mixtures
Seeding Rate Suitable pH
lbs/acre bs/1000
sq. ft.
35 .8 5.5-8.3 2 1 2
25 .6 5.5-8.3 1
5 .12
4. Tall Fescue 15 .4 5.8-7.5 2
Kentucky Bluegrass 25 .6
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8-7.5
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0-7.5
(Turf Type)
170 4.0 5.5-8.3 2
.4 5.5-7.5 2
.4
.8 5.5-8.3 2
FIGURE 5-4
Site Suitability*
well
Droughty Drained Wet
1 2
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
1 2
10'
TYPICAL
TYPICAL TOPSOIL STOCKPILE
Sett Tolerance (to both soil salts Sc spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
DATE:6 add
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.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
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
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cts
2
co CZ)
(1) co
c)
0 1-•••
r**.0)
tli) F.4
DATE:
6/28/01
DRAWN BY:
DCC
PROJECT NO.:
1238.8002
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
DETAILS
DRAWING FILES:
N: \1238\8002\DINGSV802.DWG
SHEET NO.:
C:02
v
of WestClay
sEcTioN
8002
CARMEL, INDIANA
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA