HomeMy WebLinkAbout95- 01 Hazel Dell Corner Lot 4 Secondary Plat pg. FEROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
STONE ENTRANCE
AS NEEDED
PRIOR TO CLEARING AND GRADING
SILT FENCE
WEEKLY. AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS
WEEKLY. AFTER STORM EVENTS AND AS NEEDED
ALONG WITH ROUGH GRADING
TEMPORARY SEEDING
WATER AS NEEDED
AFTER ROUGH GRADING
PERMANENT SEEDING
WATER AS NEEDED
AFTER FINISH GRADING
EROSION CONTROL MATTING
WEEKLY. AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
STRAW BALES
WEEKLY. AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
INLET PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER EACH INLET IS PLACED
SEED. SOD LANDSCAPE AROUND
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS FINISHED
1
Med.
REMOVAL OF STRAW BALES
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
DATE:
06/15/01
SOIL
CONDITION
J
I
Emidwart 'i
�Aeswi
1
buipOsu
SAW
�wN
h+
Salt
Tolerance
Wet
4ornr
Dry
Gen.
Solt
Spray
Creeping Red Fescue
Festuco rubs
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
Tali Fescue
Festuco L arundinacea
2
1
1
1
1
1
Low
1
24 -35
24 -36
5 -14
T
Perennial ryegrass
Latium perenne
2
1
2-
1
2
2
15 -20
12 -18
5
MT
Crownvetch
Coconino varia
1
1
2
Low
1
5 -10
24
14 -21 T
T
Red Clover
Trifolium pratense
1
2
Ned
1
1
7 -10
18
5-10
S
S
DATE:
06/15/01
PROJECT NO.:
904.005
DRAM BY
DTR
CHECKED BY:
SHEET TITLE:
EROSION CONTROL DETAILS
DRAWING FILES:
R:\904\005\DWGSV104
SHEET NO.:
C1.04
Seedbed Preparation
Apply lime to raise the pH to the level needed for species bein
seeded Apply 23 pounds of 12 -12 -12 analysis fertlIzer (or equivalent per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize accor g to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility veil greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with o harrow. disk or rake operated across the slops as much as possible.
Seeding
Select o seed mixture based on projected use of the area (Figure 5-2).
while considering but seeding dates. See ffe 5-3 this sheet. If toler-
ances are a problem. such as sdt tolerance of seedings adjacent to streets
and highways. see Figure 5-4 this sheet before find selection.
Mulch Rate
Mulch Is to be applied of 2.000 to 3.000 pounds per acre in areas not
covered by erosion control blanketing. Mulch must be anchored using mulch
anchoring tool or farm disk with dun. serrated. straight set blades. or bulldozer
dents driven up and down slope.
species
Level and Sloping. Open Areas
ONONIIMI
Steep Banks and Cuts
4. Toll Fescue 15
Kentucky Bluegrass 25
5. Tall Fescue 35
Emerdd rrownvstch•• 10 .25
Figure 5-2: Permanent Seed Mixtures
Seeding Rote Suitable pH Site SultabUit•
lbs/acre lbs/1000 wall
sq. ft. Droughty Drained Wet
1. Tag Fescue 35 .8 5.5 -8.3 2 1 2
2. Tall Fescue 25 6 5.5 -8.3 1
Red Clover** 5 .12
3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1
Creeping Red Fescue 15 .4
.4 5.8 -7.5 2 1 2
.6
.8 5.5 -8.3 2 1
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegross 170 4.0 5.0 -7.5 1
(Turf Type)
8. Tail Fescue 170 4.0 5.5 -8.3 2 1 2
1 Preferred 2 WM Tolerate inoculate with specific Inoculont.
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated•
Irrigated
Dormant
Seeding**
iMMeat or Rye
Spring Oats
Temporary Seeding Dates
o
1111111 111 111
IIIIIIIIIIIIIIIIII
111E111 IIIIIIIIIII
111
111
111 1111111
IIIIII 1111111
Irrigation needed during this period To control
erosion at times other than to 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 Seeding,
Kind of Seed 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 lo. 40 lbs. Cover seed 1 /4
Not necessary where mulch is applied.
Ranking:
2 Medium
Not tolerant
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P
6" (MIN)
2 -3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
FIGURE 5 -4
Salt Tolerance (to both soil silts spray):
T Tolerance
MT Medium Tolerance
S Slight Tderonce
50' (MIN)
12' (MIN)
2 stakes (typ)
per bale
staked
straw bale
compacted soil
to prevent piping
WIRE ASH
CURB INLET
12'
Plan
(n.t.s.)
Profile
(n.t.s.)
BEEHIVE INLET STRAW
BALE PROTECTION
flow
t7�
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. P111 GRAVEL OVER THE WIRE MESH TO ANCHOR IT AGAINST THE CURB, COVERING THE INLET OPENING
COMPLETELY.
GRAVEL FILTER
ALTERED WATER
SEDIMENT LADEN
RUN -OFF WATER
SEDIMENT
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.
5 INSPECT PERIODICALLY, AND REPAIR DAMAGE CAUSED BY VEHICLES.
5 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 TOO 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 PROTEC11ON
SEE CHART FOR MAINTENANCE REQUIREMENTS
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAM MAINTENANCE REQUIREMENTS
1. INSPECT STRAW BALE DAMS AFTER EACH STORY EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,
TAKING CARE NOT TO UNDERMINE TIE ENTRENCHED BALES.
2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVES AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, 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. F FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
1 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 K THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH
FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST PONT OF THE
SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION.
6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES N THE
SPILLWAY ARE ABOVE DESIGN GRADE.
7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND
SEDIMENT, SMOOTH THE SITE TO BLEND EH 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 1EOTEXTILE FABRIC, 1 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. W ANY AREA SHOWS EROSION, PULI. BACK THAT PORTION OF THE BLANKET COVERING
IT, ADD SOIL. RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET.
1 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
1 TOPDRESS WITH CLEAN STONE AS iEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSHING OR SMEEPING. FLUSHING SHOULD ONLY BE USED F 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
Nature and Purpose: Commercial Retail Building
Estimated Start: August 1, 2001
Estimated Completion of Site Development: December 1, 2001
Floodplains, Floodway Fringes, Floodwoys: Mitchener Ditch
Lakes, Streams, Channels, Ditches, Wetlands, etc.: Mitchener Ditch
Existing Soil Types Description (refer to cover sheet for soils map):
Shoals sit loam: Deep, somewhat poorly drained soil, moderate permeability
Miami silt loam: Deep, well drained soil with moderate permeability
Westland Soils: Deep, poorly drained soils with slow 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 males 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.
z
O
W
DATE: 4, /AS` 0/
Is DRAWING AND THE IDEAS, s. GNS 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. (2001)
Schneider
THE SCHNEiDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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d
A
CD 6
HAZEL DELL CORNER
FISHERS, INDIANA