HomeMy WebLinkAbout81-01 C104 Erosion Control DetailsSeedbed Preparation
Apply lime to rake the pH to the level needed for spaces be
seeded. Apply 23 pounds or 12 -12 -12 analysts fertiliser (ar equivaend /l)nper
1000 14 it. (approxlmotely 1000 pounds per acre) or fertilise occur q to
test. Application or 150 IbIlL of ammonium nitrate on areas low in arganlc
matter and fertility will groolly enhance vogetolivo growth.
Work the fertilizer and Ilms Into the sot to a depth of 2 -3 indbs
with o harrow. disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based an projected use of the area (Figure 5-2).
while acnsidering best seeding dotes Set Figure 5-3 this sheet. If taer-
ances are a problem. such eat taeronce err seedIngs adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Mach Rote
Mulch is to be applied at 2.000 to 3.000 pounds per acre In areas not
covered by erosion contra blonksting. Mulch must be onchared using a mulch
anchorinpq tool or farm disk with dull. serroted, straight set blades, a bulldozer
cleats drHen up and down slope.
Figure 5-2: Permanent Seed Mixtures
%won SesdIng Rote Suttoblo pH Site Sull"IYO
bs /acre Ibs/1000 well
s4 ft. Droughty Drained Mkt
Level and Sloping, Open Areas
1. Toe Fescue 35 .8 5.5 -8.3 2 1 2
2. TON Fescue 25 6 5.5 -8.3 1
Red Clover•• 5 .12
3, Kentucky ass 15 4 5.5 -7.5 2 1
Creeping Redesow 15 _4 -
Stem Batiks and Cuts
4. Toll Feeaue 15 .4 5.8 -7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tae Fescue 35 8 5.5 -8.3 2 1
Emerald Crownvotch•• 10 .25
Loess and High Maintenance Areas
6. Kentucky f 40 9 5.8 -7.5 2 1
Creeping Red ssoue 40 .6
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Twee)
8. Toil Fescue 170 4.0 - 5.5 -8.3 2 1 2 -
• 1 - Prefsrred 2 -MAN Tawate •• Inoculote with specific Inoculant.
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Temporary Seeding Dotes
Jan I Feb I Mar I Apr I May I Jun Jul Ihug ISSP Ioct ov ec
Wheat or Rye
oats
Annual Ryegroes
Non- Irrlgoted•
Irrigated
Dormant
soodir,g«
■Irrigollon
needed during this period. To control
erosion of times other than in the shaded areas.
*MAINTENANCE
use mach.
•
Late summer seeding dotes may be extended 5 days
RIOR 0 CLEARING AND GRADING
PRIOR TO CLEARING AND GRADING
if mulch Is applled
••
Increone seeding application by 501
TREE CTION
FIGURE 5 -3
_-
Temporary Seedi ngs -
Kind of Seed
1000 S4 Ft. Acre Remarks
Wheat or Rye
&5 Ibs 2 bar Carver BOW 11 to
AFTER FINISH GRADING
1 1/2- deep -
Spring oats
2.3 lbs. 3 bu. Cover need /' deep
Annual ryegrone
1 b. 40 bar Cover seed 1 /4'desp•
• Not. necessary where mulch Is appikd
Ranking:
1 Good
2 Medium
- Not tolerant
Sat Tawance (to both sell sots b spray}
T Tolerance
MT Medium Tolerance
S Slight Tolerance
FIGURE 5 -4
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AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
2 stakes (typ)
per bale
staked --
straw bale
compacted soil
to prevent piping
Plan
(n.t.s.)
Profile
(n. t. s. )
fl.. °w
straw bale
bindings for straw bales
to be placed parallel
to ground
BEEHIVE INLET STRAW
BALE PROTECTION
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE
*MAINTENANCE
INSTALLATION SEQUENCE
ST ENTRANCE
AS N
N
RIOR 0 CLEARING AND GRADING
PRIOR TO CLEARING AND GRADING
SILT FENCE
EXISTING INLET PROTE
K
ANEEKLY, AFTER STORM EVENTS AND AS NEEDED
IOR TO CLEARING AND GRADING
TREE CTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
SOIL
CONDITION
TEMPORARY
-
^
G GRADING
ROUG H GRADIN
PERMANLNT SEEDING
WATER AS NEE
AFTER FINISH GRADING
Sol i
Tolerance
STRAW
WEEKLY, AFTER ST EVENTS AN AS NEEDED
INLET PROTECTION
SEED. SOD & LANDSCAPE AROUND
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AS NEEDM
AFTER FINISHED GRADI G PLACED AROUN - FINISHED U I
UNITS FINISHED
BALES
-WATER
NA
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL- OF
R T PROTECTION-
E4
AFTER ALL AS DRAINING T SE ARE ARE STABILIZE
REMOVAL OF SILT FENCE -
N A
Sprayl
C)
Wet
ar
DrS
Dry
W
5A
Can.
Soil
Creeping Red Fesw+e
2
a
1
1
Mod.
1 120-25
12 -18
7 -21
S
Festuca rubra
Kentucky Bluegrass
2
1
1
Med
1
25-35
12 -18
10 -20
MT
Poo protinsk
Tab Fescue
2
1
1
Low
1
24 -35
24 -36
5 -14
T
Festuco L arundinoceo
Ji2
Perennial ryegross
2
1
2
Mod
2
15 -20
12 -18
5 -10
MT
Lalium perenne
High
Crownvetch
-
-
-
Low
1
5-10
24
14 -21
T
Coronwa v ane
Red Clover
-
-
-
Mod
1
7 -10
16
5-10
S
S
Trifolk,m protons
Ranking:
1 Good
2 Medium
- Not tolerant
Sat Tawance (to both sell sots b spray}
T Tolerance
MT Medium Tolerance
S Slight Tolerance
FIGURE 5 -4
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• - •
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i
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•:.. = °. e.
2e -3° COARSE 12, (MIN)
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
2 stakes (typ)
per bale
staked --
straw bale
compacted soil
to prevent piping
Plan
(n.t.s.)
Profile
(n. t. s. )
fl.. °w
straw bale
bindings for straw bales
to be placed parallel
to ground
BEEHIVE INLET STRAW
BALE PROTECTION
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE
*MAINTENANCE
INSTALLATION SEQUENCE
ST ENTRANCE
AS N
N
RIOR 0 CLEARING AND GRADING
PRIOR TO CLEARING AND GRADING
SILT FENCE
EXISTING INLET PROTE
K
ANEEKLY, AFTER STORM EVENTS AND AS NEEDED
IOR TO CLEARING AND GRADING
TREE CTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR CLEARING AND GRADING
RA'FIER
TEMPORARY
Y T A
G GRADING
ROUG H GRADIN
PERMANLNT SEEDING
WATER AS NEE
AFTER FINISH GRADING
AFTER FINISH GRADING
STRAW
WEEKLY, AFTER ST EVENTS AN AS NEEDED
INLET PROTECTION
SEED. SOD & LANDSCAPE AROUND
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AS NEEDM
AFTER FINISHED GRADI G PLACED AROUN - FINISHED U I
UNITS FINISHED
BALES
-WATER
NA
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL- OF
R T PROTECTION-
E4
AFTER ALL AS DRAINING T SE ARE ARE STABILIZE
REMOVAL OF SILT FENCE -
N A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
* - SEE CHART FOR MAINTENANCE KLWIKt MtN I b
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.
12' CRAWL FILTER
/- /- SEDMENT LADEN
WIRE MESH -%, _ i ! RUN -OFF WATER
SEDIMENT
CURB N4.ET ---- MM v tQVI --- 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 TOO LARGE -- CAUSES SEDIMENT OVERLOAD AT THE INLET AND /OR BY -PASS FLOW.
SLOPE CONSIDER R PLACING WITH OR USING NACOMB NATION /WITHDA SANDBAG CURB INLET PROTECTIONH (PRACTICE 3 6 )�
GRAVEL ' CURB INLET PROTECTION
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAM MANTENANCE REQUIREMENTS
1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAW.
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 SEDWT, BRING THE DISTURBED AREA TO GRADE. AND STABLUE
it
SILT FENCE MAINTENANCE REQUIREMENTS
1. 16KCT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS. STARTS TO DECOMPOSE. OR IN ANY WAY BECOMES
NEFFECi1Yl~ REPLACE TIE AFFECTED PORTION IMMEDIATELY
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HMT 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.
& AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE THE FENCE
AND SEDIMENT DEPOSITS. BRING THE DISTURBED AREA TO GRADE. AND STAPL M
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.
S. 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.
& 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 FREOUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC. AND REPAIR IF
NECESSARY
2. WSPECT AFTER EACH STORM EVENT.
3. REMOVE SEDIMENT. VIMTHOUT FLUSHING. WHEN IT REACHES HALF THE HEKXiT 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. INSPXT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS,
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE THE
GRAVEL. SIZE 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 SOS.. RE -SEED THE AREA. AND RE -LAY AND STAPLE THE BLANKET.
I 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 STORE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSHING OR SWEEPING FLUSHING SHOULD ONLY BE USED E 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 J4
Nature and Purpose. Commercial Retail Building
Estimated Start: August 1. 2001
Estimated Completion of Site Development: December 1, 2001
FIoodplains, Floodway Fringes, Floodways- Mitchener Ditch
Lakes, Streams, Channels. Ditches, Wetlands, etc.: Mitchener Ditch
Existing Sod Types & Description (refer to cover sheet for soils map):
Shoals silt loam: Deep, somewhat poorly drained sod, moderate permeability
Miami sit 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 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 oil
inlets shall be installed immediately after inlet installation. Silt fence shall be installed prior to the
start of earth work.
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STATE OF
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IS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION. AND ARE NOT TO BE USED OR
REPRODUCED. IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. 2001
f q
4bi
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.82 6.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
PROJECT NO.:
06/15/01
904.005
DRAWN BY:
CHECKED BY:
W
SHEET TITLE:
EROSION CONTROL DETAILS
DRAWING FILES:
R- \904 \005 \DWGS \C104
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DATE:
PROJECT NO.:
06/15/01
904.005
DRAWN BY:
CHECKED BY:
DTR
SHEET TITLE:
EROSION CONTROL DETAILS
DRAWING FILES:
R- \904 \005 \DWGS \C104