HomeMy WebLinkAbout03100003 Hazel Dell Corner, Lot 4 Phase II Construction Plans Pg. HEROSIOI\ CO\TROL SCHEDULE
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
STONE ENTRANCE
AS NEEDED
PRIOR TO CLEARING AND GRADING
SILT FENCE
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION
TREE PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
ALONG WITH ROUGH GRADING
TEMPORARY SEEDING
WATER AS NEEDED
AFTER ROUGH GRADING
PERMANENT SEEDING
WATER AS NEEDED
AFTER FINISH GRADING
EROSION CONTROL MATTING
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
STRAW BALES
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
INLET PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER EACH INLET IS PLACED
SEED, SOD LANDSCAPE AROUND
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS FINISHED
REMOVAL OF STRAW BALES
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
1
1
DRAWN BY:
CWD
PLUM CREEK PARTNERS LLC
FISHERS, INDIANA
SHEET TITLE:
EROSION CONTROL DETAILS
DRAWING FILES.
R: \904 \007 \DW ;S \C801
SHEET NO.:
c80
MEMNON
LI
P1
DATE:
10/03/)3
PROJECT NO.:
904.007
DRAWN BY:
CWD
CHECKED BY:
MJD
SHEET TITLE:
EROSION CONTROL DETAILS
DRAWING FILES.
R: \904 \007 \DW ;S \C801
SHEET NO.:
c80
Seedbed Preparation
Apply 400 -600 pounds per acre or 9 -13 pounds per 1000 sq. ft.
of 12 -12 -12 analysis fertilizer.
Work the fertilizer into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as
possible.
Mulch Rate
Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not
covered by erosion control blanketing. Mulch must be anchored using a mulch
anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer
cleats driven up and down slope.
Species
Lawns and High Maintenance Areas
1. Kentucky Bluegrass 130 3.0
Figure 5 -2: Permanent Seed Mixtures
Seeding Rate Suitable pH
Ibs /acre Ibs /1000
sq. ft.
5.5 -7.0 2 1
2. Perennial Ryegrass 60 1.4 5.6 -7.0 1
(Turf Type)
Bluegrass 90 2.0 5.6 -7.0
3. Tall Fescue(Turf Type) 130 4.0 5.5 -7.5
Bluegrass 30 0.7 5.5 -7.5
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
SILT FENCE
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
AM 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.
Fabric Weight 4 oz /syd
Grab Strength Warp 125 Ibs.
Elongation Warp 50
Trapezoidal Tear Strength 50 Ibs.
Burst Strength 200 psi
UV Resistance 70
A. O. S 50-80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
CV
SILT FENCE DETAIL
NTS
2 stakes (typ)
per bale
bindings to be
placed parallel
to ground
Plan
(n.t.s.)
Profile
(n.t.s.)
Site Suitability*
well
Drought Drained Wet
2 1 2
Stakes 5' O.C.
Ground Surface
Silt Fence Material Should
be Buried 6" Below Ground
Surface.
flow
straw bale
stake (typ)
straw bale
-6 "undertoe
SEDIMENT FILTER DETAIL
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Irrigated
Dormant
Seeding
Jan
Feb
Mar Apr
May
l J%
Jun
Jul
Aug Sep Oct
Nov
Dec
eding
A A
Permanent Se
Dates
Wheat or Rye 3.5 Ibs.
Spring Oats 2.3 Ibs.
Annual ryegrass 1 Ib.
Temporary Seeding 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
Kind of Seed 1000 Sq. Ft. Acre
Not necessary where mulch is applied.
Remarks
2 bu. Cover seed 1" to
1 1/2" deep
3 bu. Cover seed 1" deep
40 lbs. Cover seed 1/4"deep*
2 -3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
6" HIGH, 12" WIDE GEOTECTILE FABRIC
FILLED WITH No.2 STONE. (FABRIC -NUTEC
3NW SILT FENCE FABRIC OR APPROVED EQUAL)
ONE FOOT OVERLAP
ONTO THE CURB
RUN 0Ff
6" HIGH, 12" WIDE GEOTECTILE FABRIC
FILLED WITH No. 2 STONE. (FABRIC -NUTEC
3NW SILT FENCE FABRIC OR APPROVED EQUAL)
RUN
CURB INLET SEDIMENT BARRIER
PAVED AREA INLET SEDIMENT BARRIER
NO SCALE
50' (MI
\i)
NO SCALE
CURB INLET
RUN OFF
PAVED AREA INLET
2 stakes (typ)
per bale
staked
straw bale
compacted soil
to prevent piping
EDEEm
DOD=
EEED❑
DO=
v
Plan
(n.t.s.)
ri I IA VA WA
d
d
Profile
(n.t.s.)
BEEHIVE INLET STRAW
BALE PROTECTION
flow
straw bale
bindings for straw bales
to be placed parallel
to ground
REQUIREMENTS:
CONTRIBUTING DRAINAGE AREA: 1 ACRE MAXIMUM.
CAPACITY: RUNOFF FROM A 2 -YR. FREQUENCY, 24 -HR. DURATION STORM EVENT ENTERING THE STORM
DRAIN WITHOUT BYPASS FLOW.
LOCATION: AT CURB INLETS WHERE PONDING IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE.
GRAVEL: 1 -2 IN. DIAMETER (INDOT CA No. 2).
WIRE MESH: CHICKEN WIRE OR HARDWARE CLOTH WITH 1/2 IN. OPENINGS.
GEOTEXTILE FABRIC (OPTIONAL): FOR FILTRATION.
INSTALLATION:
1. INSTALL GRAVEL CURB INLET PROTECTION AS SOON AS THE STREETS ARE PAVED IN A NEW
DEVELOPMENT SITUATION OR BEFORE LAND DISTURBING ACTIVITIES IN STABILIZED AREAS.
2. PLACE WIRE MESH OVER THE CURB INLET OPENINGS AND /OR GRATE SO IT EXTENDS AT LEAST 12 IN.
BEYOND BOTH TOP AND BOTTOM OF THE OPENING /GRATE.
3. INSTALL GEOTEXTILE FABRIC OVER THE WIRE MESH FOR ADDITIONAL FILTRATION (OPTIONAL).
4. PILE GRAVEL OVER THE WIRE MESH TO ANCHOR IT AGAINST THE CURB, COVERING THE INLET OPENING
COMPLETELY.
SEDIMENT LADEN
RUN -OFF WATER
FILTERED WATER
MAINTENANCE:
AFTER EACH STORM EVENT, REMOVE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FILTER
FABRIC IF USED.
PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET (BUT NOT BY FLUSHING WITH
WATER) TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PRACTICE.
INSPECT PERIODICALLY, AND REPAIR DAMAGE CAUSED BY VEHICLES.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEXTILE
FABRIC, AND ANY SEDIMENT AND DISPOSED OF THEM PROPERLY.
COMMON CONCERNS:
SEDIMENT NOT REMOVED FROM ROADWAY AND GRAVEL AND FABRIC NOT REPLACED FOLLOWING A STORM EVENT-
RESULTS IN INCREASED SEDIMENT TRACKING, TRAFFIC HAZARD, AND EXCESSIVE PONDING.
DRAINAGE AREA T00 LARGE CAUSES SEDIMENT OVERLOAD AT THE INLET AND /OR BY -PASS FLOW.
SLOPE TOO STEEP RESULTS IN BYPASS FLOW AND /OR DISLODGEMENT OF THE GRAVEL, AND HARDWARE CLOTH;
CONSIDER REPLACING WITH OR USING IN COMBINATION WITH A SANDBAG CURB INLET PROTECTION (PRACTICE 3.64)
GRAVEL CURB INLET PROTECTION
SEE CHART FOR MAINTENANCE REQUIREMENTS
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAM MAINTENANCE REQUIREMENTS
1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,
TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES.
2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE
IT.
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY
REPAIR ANY EROSION AND PIPING HOLES.
2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH.
3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED.
4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY.
5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH
FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE
SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION.
6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE
SPILLWAY ARE ABOVE DESIGN GRADE.
7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND
SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE.
SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS
1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF
NECESSARY.
2. INSPECT AFTER EACH STORM EVENT.
3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE
BARRIER.
4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS
1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL;
REPLACE THE GEOTEXTILE FABRIC, IF USED.
2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT
FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION.
3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE
GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM
PROPERLY.
EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY
EROSION BELOW THE BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING
IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS
1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM
EVENTS OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS
CONVEYED INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA
Project: Hazel Dell Corner Lot #4 -Phase 2
Nature and Purpose: Commercial Retail Building
Estimated Start: November, 2003
Estimated Completion of Site Development: May, 2004
Floodplains, Floodway Fringes, Floodways: Mitchener Ditch
Lakes, Streams, Channels, Ditches, Wetlands, etc.: Mitchener Ditch
Existing Soil Types Description (refer to cover sheet for soils map):
Shoals silt loam: Deep, somewhat poorly drained soil, moderate permeability
Miami silt loam: Deep, well drained soil with moderate permeability
Receiving Waters: White River through Mitchener Ditch.
Potential Areas Where Stormwater May Enter Groundwater: None known
Existing Vegetation: The site currently under construction as part of commercial subdivision.
Existing tree row is to be preserved on west boundary.
Contact Person:
Corby D. Thompson
Plum Creek Partners LLC
11911 Lakeside Drive
Fishers, IN 46038
(317) 849 -7607
Adjacent Land Use:
North Residential
South Commercial
East Commercial
West Residential
Site Specific Sequence and Additional Notes:
The perimeter swales should be constructed and stabilized as early as practical to prevent run -off
from leaving the site or clean off -site water from washing through the site. Erosion control at all
inlets shall be installed immediately after inlet installation. Silt fence shall be installed prior to the
start of earth work.
0
U
N)
THIS DRAWIN
CONCEPTS CON
INTELLECTUP
CORPORATIO(
REPRODUCED
THE WRITTE.
No.101 00357
O STATE OF
X111 11111
DATE. 0 /03/03
AND THE IDEAS, DESIGNS AND
\INED HEREIN ARE THE EXCLUSIVE
PROPERTY OF THE SCHNEIDER
AND ARE NOT TO BE USED OR
•N WHOLE OR IN PART, WITHOUT
CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGH .D BY THE SCHNEIDER CORP. (2003)
Schneider
THE SCHNEIDER CORPORATION
Historic ort Harrison
8901 Ot Avenue
Indianap 'lis, IN 46216 -1037
Telephon 317.826.7100
Fax: 3 826.7200
www.sch eidercorp.com
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