HomeMy WebLinkAbout24 C804 Erosion Control DetailsEROSION 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 Gi ADING
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
12'
6'
REMOVAL OF STRAW BALES
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION
N/A
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
I
r I
DURA BUILDERS, INC.
CARMEL, INDIANA
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
DETAILS
DRAWING FILES:
N: \1299 \004 \DWGS \SEC 1B \C804.DWG
SHEET NO.:
t
6'
12'
9'
1
1.(
L,
6"
710
3'
12'
6'
9"
DATE:
PROJECT NO.:
1299.004
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
DETAILS
DRAWING FILES:
N: \1299 \004 \DWGS \SEC 1B \C804.DWG
SHEET NO.:
t
6'
12'
9'
STR#
B
La
W
THICKNESS
d 50
700
6'
12'
9'
18"
6"
710
3'
12'
6'
9"
3"
715
5'
12'
8'
18"
6"
725
8'
12'
12'
18"
6"
759
3'
12'
6'
9"
3"
761
3'
12'
6'
9"
3"
SIZE OF
STONE
OF TOTAL WEIGHT
LARGER THAN GIVEN SIZE
3K
0
2K
20
K
50
0.1K
90
SOIL
CONDITION
Shade
Tolerance
Close Mowing
to 2 -3 1 /2inches
Tromping
Tolerance
spas N
4 11111. 40 J
Winter
Hardiness
Flooding
Tolerance (days)
Mature
Height (inches)
Emergence
Time (days)
Salt
Tolerance
A
B.
Dry
SUGGESTED SEQUENCE OF CONSTRUCTION SITE
EROSION AND SEDIMENT CONTROL MEASURES
1. Call the Indiana Underground Plant Protection Systems, Inc. ("Holey Moley") at 1 -800- 382 -5544 to check the location of any existing utilities. They should be notified two working
days before construction takes place.
2. Before opening up the site, first evaluate, mark, and protect important trees and associated root zones, unique areas to be preserved (i.e. wetlands), or existing vegetation
suitable for use as filter strips (especially in perimeter areas).
3. Before clearing and grading, install the horse shoe rock dam at the twin 12" culverts under 121st street. The intent is to keep the silt laden water from the disturbed area along
the swale from leaving the site. Install the temporary construction entrance off 121st Street.
4. Also before clearing and grading, install the main runoff conveyance system with inlet and outlet protection devices as shown to convey storm runoff without creating gullies and
to prevent damage to the receiving waters. As soon as the storm drain system is functional, inspect all inlet and outlet protection devices, and repair as necessary. The inlet devices
will help trap sediment on -site in shallow pools and allow high water flows to enter the system.
5. Once erosion and sediment control measures are in place, begin land clearing followed immediately by grading. Do not leave large areas unprotected for more than 7 days.
Adjoining areas planned for development should be left undisturbed as long as possible to serve as natural buffer zones.
6. As grading is done, install additional traps, silt fences, slope drains, temporary diversions, and other runoff control measures at appropriate locations to keep sediment contained
on -site.
7. Immediately after grading, apply surface stabilization practices on all graded areas, using permanent measures in accordance with the erosion /sediment control plan. However, if
weather delays permanent stabilization, temporary seeding and /or mulching may be necessary as a stop -gap measure. Also, stabilize (using temporary seeding /mulching or other
suitable means) any disturbed area where active construction will not take place for 30 working days.
8. For housing development construction, use perimeter sediment barriers and gravel entrances to keep sediment form leaving individual homesites and affecting the road surfaces,
storm sewers, and established grassed waterways.
9. After construction and final grading, landscape and permanently stabilize all disturbed sites including borrow and disposal areas. Also remove temporary runoff control structures
and any unstable sediment around them, and vegetate those areas.
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT THE SILT FENCE PERIODICALLY AND AF ILR 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. AF ILR THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS
1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF
NECESSARY.
2. INSPECT AF ILR 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.
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.
Sections From Rule 5 Erosion Control
Note:
Regulated projects are to be inspected by a representative of
the project site owner at least weekly and again within 24
hours following a 1h inch precipitation event. Written records
must be kept for each inspection and made available to IDEM
or their representative upon request.
327 IAC 15 -5 -7 General requirements for storm water quality control
(6) The project site owner shall post a notice near the main entrance
of the project site. For linear project sites, such as a pipeline or
highway, the notice must be placed in a publicly accessible location near
the project field office. The notice must be maintained in a legible
condition and contain the following information:
(A) Copy of the completed NOI letter and the NPDES permit number,
where applicable.
(B) Name, company name, telephone number, e -mail address (if
available), and address of the project site owner or a local contact
person.
(C) Location of the construction plan if the project site does not have
an on -site location to store the plan.
(7) This permit and posting of the notice under subdivision (6) does not
provide the public with any right to trespass on a project site for any
reason, nor does it require that the project site owner allow members
of the public access to the project site.
327 IAC 15 -5 -10 Inspection and enforcement
Authority: IC 13- 13 -5 -2; IC 13- 15 -1 -2; IC 13- 15 -2 -1; IC 13- 18 -3 -1;
IC 13- 18 -3 -2; IC 13- 18 -3 -3; IC 13- 18 -3 -13; IC 13- 18 -4 -1; IC
13- 18 -4 -3
Affected: IC 13- 14 -10; IC 13 -15 -7; IC 13 -18 -3; IC 13 -18 -4; IC 13 -30
Sec. 10.
(a) The department or its designated representative may inspect any
project site involved in construction activities regulated by this rule at
reasonable times. The department or its designated representatives may
make recommendations to the project site owner or their representative
to install appropriate measures beyond those specified in the storm
water pollution prevention plan to achieve compliance.
(b) All persons engaging in construction activities on a project site shall
be responsible for complying with the storm water pollution prevention
plan and the provisions of this rule.
(c) The department shall investigate potential violations of this rule to
determine which person may be responsible for the violation. The
department shall, if appropriate, consider public records of ownership,
building permits issued by local units of government, and other relevant
information, which may include site inspections, storm water pollution
prevention plans, notices of intent, and other information related to the
specific facts and circumstances of the potential violation. Any person
causing or contributing to a violation of any provisions of this rule shall
be subject to enforcement and penalty under IC 13- 14 -10, IC 13 -15 -7,
and IC 13 -30.
(d) If remaining storm water quality measures are not properly
maintained by the person occupying or owning the property, the
department may pursue enforcement against that person for correction
of deficiencies under 327 IAC 15 -1 -4.
(e) Construction plans and supporting documentation associated with the
quality assurance plan must be made available to the department or its
designated representatives within forty -eight (48) hours of such a
request. (Water Pollution Control Board;327 IAC 15 -5 -10; filed Aug 31,
1992, 5:00 p.m.: 16 IR 26; filed Mar 23, 2000, 4:15 p.m.: 23 IR 1912;
readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518; filed Oct 27, 2003,
10:15 a.m.: 27 IR 844)
EARTH EMBANKMENT AND STONE OUTLET SECTION
SET STAKE AT
CLEAN -OUT LEVEL
CROSS- SECTIONAL VIEW OF THE STONE OUTLET SECTION
TEMPORARY SEDIMENT TRAP
i rk
......J60.1110.1
.r�i1 are ei1reVi
,41;OfeeelAreeVeel
i ei 1:ar 1:er 1 eelifi or a ere'Vee
�•i•�•�•�
Imo r 0 4 4 r..
..;t::!:. :1 I:� Ik•
i1 1i1;1i1;�il i.,:is;;;;4444,3.:••,30.1 r• %ii /O:4 r
0.I
RIPRAP 1r (':i /i OVER 0 /i•' I P01 GEOTEXTILE P e
i fy! Arid al a %'i eel
.•.m•••
a /,1 oki IS X 1 1 U 1 PAMPA'
��1yr/.r
PIPE Q
CULVERT
NOTES
1. GEOTEXTILE UNDERLAYMENT TO BE
POLYFELT TS700 OR APPROVED EQUAL.
PLAN VIEW
La
OR TO EDGE OF
SAFETY LEDGE
SC OP E
PIPE
CULVERT
V AR /ES
RIPRAP GEOTEXTILE
UNDER END SECTION
TOE ANCHOR
RIPRAP DETAIL END SECTION
POLYFELT TS650 FILTER FABRIC
(OR EQUAL)
CROSS SECTION
RIP -RAP GRADATION TABLE
WHERE K d50
NOTE: DEPTH OF RIP RAP SHALL NOT
BE LESS THAN 3 x d50
12" MIN. THICKNESS OF RIPRAP
(STONE SIZE 6" OR LARGER)
FILTER FABRIC TO BE
TURNED DOWN
RIPRAP /FILTER CLOTH DETAIL
RIPRAP GEOTEXTILE
NO SCALE
GROUND SURFACE
PS
AREA TO BE TOPSOILED,
SEEDED AND MULCHED
BY OWNER AT COMPLETION
OF CONSTRUCTION (TYP.).
SIDE YARD
DRAINAGE SWALE
CONCRETE SIDEWALK
1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
STREET
SAvPLE EROSION/SEDIv1ENT CONTROL PRACTICE PLAN FOR A TYPICAL
OBE- OR TWO- FAvILY DWELLING UVDER CONSTRUCTION
,SEE NOTES) THICKNESS
DROP INLET PROTECTION
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
EXISTING CURB GUTTER
HOUSE
NALA
SILT FENCE
GARAGE
s
Rule 5 Erosion Control Measures for Individual Lots
EROSION SEDIMENT CONTROL INFORMATION
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location map.
10 Lot and /or Building Locations: See Sheets C101 -C104 for lot locations.
TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES:
2G Identify All Receiving Waters: Receiving waters: Longbranch Creek.
2H Potential Areas Where Stormwater May Enter Groundwater: N/A
I I I I I I I I I I
SCALE: NONE
1B Narrative: This project consists of the construction of The Lakes at Hamilton Place Secton 1A a
development containing single family use. Site construction is scheduled to begin in the Summer of 2003 and be
completed in the Summer of 2004.
2A Existing Vegetation: The parcel of real estate to be developed has existing vegetation comprised of
tree /grass /weed mix.
1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C101 -C104 for
proposed and existing improvements.
Sec. 7.5.
(a) All stormwater quality measures, including erosion and sediment control, necessary to comply with
this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b).
(b) Provisions for erosion and sediment control on individual building lots regulated under the original
permit of a project site owner must include the following requirements:
(1)The individual lot operator, whether owning the property or acting as the agent of the property
owner, shall be responsible for erosion and sediment control requirements associated with activities on
individual lots,
(2) Installation and maintenance of a stable construction site access.
(3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior
to land disturbance.
(4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing
activities on the lot until permanent stabilization has been achieved.
(5) Cleanup of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall
not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a
manner that is in compliance with all applicable statutes and rules.
(6) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary
or permanent surface stabilization.
(7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) of this rule
will be achieved when the individual lot operator:
(A) completes final stabilization; or
(B) has installed appropriate erosion and sediment control measures for an individual lot prior to
occupation of the home by the homeowner and has informed the homeowner of the requirement for,
and benefits of, final stabilization.
(Water Pollution Control Board; 327 JAC 15- 5 -7.5; filed Oct 27, 2003, 10:15 a.m.: 27 JR 843)
7(b)(20) Final stabilization of a project site is achieved when:
(A) all land disturbing activities have been completed and a uniform, evenly distributed, without large
bare areas) perennial vegetative cover with a density of seventy percent (70 has been established on
all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization
measures have been employed; and
(B) construction projects on land used for agricultural purposes are returned to its pre construction
agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips
and areas that are not being returned to their pre construction agricultural use, meet the final
stabilization requirements in clause (A).
2B Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Longbranch Creek.
2C 100 Year Floodplains, Floodway Fringes, and Floodways: N.A.
2D Soils Information: See Sheet 0100 for the Soils Map showing the soils information.
2E Existing and Planned Contour Lines: See Sheets C101 -C104 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 Longbranch Creek.
21 Location of Storwater System: See Sheets C101 -C104 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C105 -C108 showing the limits of
construction.
3B Soil Stockpiles and /or Borrow Areas: Areas to be designated by the developer.
EROSION AND SEDIMENT CONTROL MEASURES:
4A Sequence of When Each Measure Will be Implemented: See Sheet C804 for Erosion Control Schedule showing
installation sequence.
48 Monitoring and Maintenance Guidelines for Each Measure: See Sheet C804 for Erosion Control Schedule
showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheets C105 -C108 for location of perimeter control and Sheet
C804 for details and specifications.
4D Temporary Seeding: See Sheets C105 -C108 for location of temporary seeding and Sheet C804 for details and
specifications.
4E Temporary Erosion and Sediment Control Measures: See Sheets C105 -C108 for location of temporary erosion
and sediment control measures and Sheet C804 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheets C105 -C108 for location of permanent erosion
and sediment control measures and Sheet C804 for details and specifications.
4G Storm Drain Inlet Protection: See Sheets C105 -C108 for location of storm drain inlet protection and Shee
C804 for details and specifications.
4H Storrnwater Outlet Protection: See Sheets C105 -C108 for location of stormwater outlet protection and Sheet
C804 for details and specifications.
41 Stable Construction Entrance: See Sheets C105 -C108 for location of construction entrance and Sheet C804
for details and specifications.
41 Erosion and Sediment Control on Individual Building Lots: See sheet C804 for additional specifications for house
builders.
4K Permanent Seeding: See Sheets C105 -C108 for location of permanent seeding and Sheet 0804 for details and
specifications.
INDIVIDUAL LOT
EROSION CONTROL
PLAN LEGEND
PROPERTY LINE/
DRAINAGE SWALE
SILT FENCE
FINISHED DRAINAGE
EXISTING DRAINAGE
TREE CONSERVATION
GRAVEL ENTRANCE/
EXIT PAD
q� DROP INLET
�--b PROTECTION
SOIL SALVAGE AND
UTILIZATION
Ps PERMANENT SEEDING
5
ONE FOOT OVERLAP
ONTO THE CURB
RUN OFF
NOTES:
1. EROSION /SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL
AND BE MAINTAINED THROUGHOUT CONSTRUCTION.
2. MAINTAIN POSITIVE DRAINAGE FLOW AWAY FROM THE
STRUCTURE(S).
x
THE ELANKET SHOULD NOT BE
STRETCHED BUT ALLOWED TO LAY
LOOSELY ON THE SOIL SURFACE TO
ACHIEVE MA)4MUM BLANKET TO SOIL
CONTACT.
IN HIGH VELJOTY CHNNEL APPUCATKDNS
CHECK 9.075 SHOULD BE E3GBUSIES
EVERY 35 40'. THE SOTS SHOULD BE
6' WIDE BY 6' DET' WITH THE BLANKET
STAPLED IN THE BOTTOM OF THE SLOT,
THEN BAMILAED AND SEEDED.
EROSION CONTROL BLANKET
�1i (NORTH AMERICAN GREEN
1 S -75 OR EQUAL)
i EXISTING GRADE
EROSION BLANKET INSTALLATION
CROSS SECTION
300
275
250
225
200
S1DPE 175
LENGTH 150
(FT.) 125
100
75
50
25
0
1 STAPLE PER SQ. YD.
6" HIGH, 12" MDE GEOTECTILE FABRIC
FILLED WITH No.2 STONE (FABRIC NUTEC
3NW SILT FENCE FABRIC OR APPROVED EQUAL)
GENERAL STAPLE RECOMMENDATIONS
4 :1 3:1 2:1
SLOPE GRADIENT
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGNNST EACH OTHER, THE
EDGES OF THE SCC225 SHOULD BE
ovFRLAPPED Y.
24"
CURB INLET SEDIMENT BARRIER
NO SCALE
CROSSBARS
SILT FENCE MATERIAL
:1
CHANNEL
LINING
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
ER050N CONTROL BLANKETS STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS, STAPLE PATTERN 'C SHOWW BE UTILIZED,
FILTER FABRIC JACKET
NOTE:
SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
INLET PROTECTION SILT FENCE
SILT FENCE
x
x
TYPICAL TOPSOIL STOCKPILE
6" MIN. TURN DOWN
2
C
1 -1/2 STAPLES PER SCI, YD. 2 STAPLES PER SO. YD.
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH OF FLOW.
CHANNEL UNAIGS UTIJ2E STAPLE PATTERN
PATH ADDITIONAL STAPLES ON SUE SLOPES AT
PRIMED WATER UNE.
EROSION BLANKET INSTALLATION
10'
TYPICAL
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOTTED IN'
ABM THE BREAK OF THE SLOPE OR AT
A MRp1UM. STAPLED It' PLACE WITH
STAPLES 6' APART ON NE ENO OF THE
BLANKET.
4
ON LONG SLOPES, THE ENDS OF THE
BLANKETS SHOW) BE OVERLAPPED
4 6' IN A 'SHINGLE EFFECT.
PREPARATION OF THE SEED BED,
INCLUDING APPUCATION OF LIME
FIRIILVER AND SEED SHOULD BE
CONDUCTED AS NORAM. PRIOR TO
INSTALLATION OF BLANKET.
BEEHIVE INLET OR
DRAINAGE COVER
x
x
CURB INLET
NOTE:
LATHS
x
GRADE
(NEW OR EXISTING)
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.
SEEDED AND
STRAW MU LCHED
bindings to be
placed parallel
to ground
EROSION CONTROL MATTING DETAIL
FOR REAR YARD SWALE
Upstream gravel
facing I thick (min)
(INDOT CA #5 Stone)
FLOW
TEMPORARY
SEDIMENT POOL
6" (MIN)
2 3' COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
2 stakes (typ)
per bale
SCALE NONE
3' STONE
Plan
(n. t. s.)
Profile
(n.t.s.)
CROSS SEC11ON
S -75 EROSION CONTROL
BLANKET AS MANU. BY
NORTH AMERICAN GREEN
OR APPROVED EQUAL
50' (MIN)
flow
straw bale
stake (typ)
straw bale
3 -6 "undertoe
SEDIMENT FILTER DETAIL Irrigated
GRADE
/-(NEW OR EXISTING)
PIPE OR INLET`
(USE COMPLETE
GRAVEL DONUT
AROUND INLET)
1
PIPE OR
INLET
PLAN VIEW
GRAVEL DONUT /HORSE �N9E
ROCK DAM INLET PROTECTION
12' (MIN)
Species
Non Irrigated*
Dormant
Seeding
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 (Figure 5 -3). If tolerances
are a 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
1. Tall Fescue
2. Tall Fescue
Red Clover
3. Kentucky Bluegrass 15 .4
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15
Kentucky Bluegrass 25 .6
5. Tall Fescue 35
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Type)
8. Tall Fescue 170 4.0 5.5 -8.3 2
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
Wheat or Rye
Oats
Annual Ryegrass
Emerald Crownvetch 10 .25
Ranking:
1 Good
2 Medium
Not tolerant
Figure 5 -2
(Permanent Seed Mixtures)
Jan
Feb
Mar Apr May Jun Jul
Permanent Seeding Dates
Aug Sep Oct
Nov
Dec
Kind of Seed
Wheat or Rye
Spring Oats
Annual ryegrass
SILT FENCE
Temporary Seeding Dates
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
Seeding Rate Suitable pH
lbs/acre Ibs /1000
sq. ft.
35 .8 5.5 -8.3 2 1
25 .6 5.5 -8.3 1
5 .12
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
(Seeding Dates)
Temporary Seedings
5.5 -7.5 2 1
.4 5.8 -7.5 2 1 2
.8 5.5 -8.3 2 1
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
Site Suitability*
well
Droughty Drained Wet
1 lb. 40 lbs. Cover seed 1/4 "deep*
Not necessary where mulch is applied.
2
1 2
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
FIGURE 5 -4
(Permanent Seed Mixture Tolerances)
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
All silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
Fabric Weight 4 oz /syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 lbs.
Burst Strength 200 psi
UV Resistance 70
A. O. S 50-80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
N
SILT FENCE DETAIL
NTS
Stakes 5' 0.C.
Ground Surface
Silt Fence Material Should
be Buried 6" Below Ground
Surface.
BLIND Of
rn
w
Q
d
HOLEY YOLEY SAYS
"DON'T
DID
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.
K. SEA
No.
1.7 9500028
STATE OF kv
I I I I I I I I I N ►1111
DATE: 06/09/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
‘b,
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
SOIL
CONDITION
Shade
Tolerance
Close Mowing
to 2 -3 1 /2inches
Tromping
Tolerance
spas N
4 11111. 40 J
Winter
Hardiness
Flooding
Tolerance (days)
Mature
Height (inches)
Emergence
Time (days)
Salt
Tolerance
Wet
Norrr
Dry
Gen.
Soil
Spray
Creeping Red Fescue
Festuca rubra
2
1
2
1
1
1
Med.
1
20 -25
12 -18
7 -21
S
Kentucky Bluegrass
Poo pratinsis
2
1
2
1
1
1
Med.
1
25 -35
12 -18
10 -20
MT
Tall Fescue
Festuca L arundinacea
2
1
1
1
1
1
Low
1
24 -35
24 -36
5 -14
T
Perennial ryegrass
Lolium perenne
2
1
2
1
2
Med-
High
2
15 -20
12 -18
5 -10
MT
Crownvetch
Coronilla varia
1
1
2
Low
1
5 -10
24
14 -21
T
Red Clover
Trifolium pratense
1
2
Med.
1
7 -10
18
5 -10
S
S
SUGGESTED SEQUENCE OF CONSTRUCTION SITE
EROSION AND SEDIMENT CONTROL MEASURES
1. Call the Indiana Underground Plant Protection Systems, Inc. ("Holey Moley") at 1 -800- 382 -5544 to check the location of any existing utilities. They should be notified two working
days before construction takes place.
2. Before opening up the site, first evaluate, mark, and protect important trees and associated root zones, unique areas to be preserved (i.e. wetlands), or existing vegetation
suitable for use as filter strips (especially in perimeter areas).
3. Before clearing and grading, install the horse shoe rock dam at the twin 12" culverts under 121st street. The intent is to keep the silt laden water from the disturbed area along
the swale from leaving the site. Install the temporary construction entrance off 121st Street.
4. Also before clearing and grading, install the main runoff conveyance system with inlet and outlet protection devices as shown to convey storm runoff without creating gullies and
to prevent damage to the receiving waters. As soon as the storm drain system is functional, inspect all inlet and outlet protection devices, and repair as necessary. The inlet devices
will help trap sediment on -site in shallow pools and allow high water flows to enter the system.
5. Once erosion and sediment control measures are in place, begin land clearing followed immediately by grading. Do not leave large areas unprotected for more than 7 days.
Adjoining areas planned for development should be left undisturbed as long as possible to serve as natural buffer zones.
6. As grading is done, install additional traps, silt fences, slope drains, temporary diversions, and other runoff control measures at appropriate locations to keep sediment contained
on -site.
7. Immediately after grading, apply surface stabilization practices on all graded areas, using permanent measures in accordance with the erosion /sediment control plan. However, if
weather delays permanent stabilization, temporary seeding and /or mulching may be necessary as a stop -gap measure. Also, stabilize (using temporary seeding /mulching or other
suitable means) any disturbed area where active construction will not take place for 30 working days.
8. For housing development construction, use perimeter sediment barriers and gravel entrances to keep sediment form leaving individual homesites and affecting the road surfaces,
storm sewers, and established grassed waterways.
9. After construction and final grading, landscape and permanently stabilize all disturbed sites including borrow and disposal areas. Also remove temporary runoff control structures
and any unstable sediment around them, and vegetate those areas.
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT THE SILT FENCE PERIODICALLY AND AF ILR 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. AF ILR THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS
1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF
NECESSARY.
2. INSPECT AF ILR 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.
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.
Sections From Rule 5 Erosion Control
Note:
Regulated projects are to be inspected by a representative of
the project site owner at least weekly and again within 24
hours following a 1h inch precipitation event. Written records
must be kept for each inspection and made available to IDEM
or their representative upon request.
327 IAC 15 -5 -7 General requirements for storm water quality control
(6) The project site owner shall post a notice near the main entrance
of the project site. For linear project sites, such as a pipeline or
highway, the notice must be placed in a publicly accessible location near
the project field office. The notice must be maintained in a legible
condition and contain the following information:
(A) Copy of the completed NOI letter and the NPDES permit number,
where applicable.
(B) Name, company name, telephone number, e -mail address (if
available), and address of the project site owner or a local contact
person.
(C) Location of the construction plan if the project site does not have
an on -site location to store the plan.
(7) This permit and posting of the notice under subdivision (6) does not
provide the public with any right to trespass on a project site for any
reason, nor does it require that the project site owner allow members
of the public access to the project site.
327 IAC 15 -5 -10 Inspection and enforcement
Authority: IC 13- 13 -5 -2; IC 13- 15 -1 -2; IC 13- 15 -2 -1; IC 13- 18 -3 -1;
IC 13- 18 -3 -2; IC 13- 18 -3 -3; IC 13- 18 -3 -13; IC 13- 18 -4 -1; IC
13- 18 -4 -3
Affected: IC 13- 14 -10; IC 13 -15 -7; IC 13 -18 -3; IC 13 -18 -4; IC 13 -30
Sec. 10.
(a) The department or its designated representative may inspect any
project site involved in construction activities regulated by this rule at
reasonable times. The department or its designated representatives may
make recommendations to the project site owner or their representative
to install appropriate measures beyond those specified in the storm
water pollution prevention plan to achieve compliance.
(b) All persons engaging in construction activities on a project site shall
be responsible for complying with the storm water pollution prevention
plan and the provisions of this rule.
(c) The department shall investigate potential violations of this rule to
determine which person may be responsible for the violation. The
department shall, if appropriate, consider public records of ownership,
building permits issued by local units of government, and other relevant
information, which may include site inspections, storm water pollution
prevention plans, notices of intent, and other information related to the
specific facts and circumstances of the potential violation. Any person
causing or contributing to a violation of any provisions of this rule shall
be subject to enforcement and penalty under IC 13- 14 -10, IC 13 -15 -7,
and IC 13 -30.
(d) If remaining storm water quality measures are not properly
maintained by the person occupying or owning the property, the
department may pursue enforcement against that person for correction
of deficiencies under 327 IAC 15 -1 -4.
(e) Construction plans and supporting documentation associated with the
quality assurance plan must be made available to the department or its
designated representatives within forty -eight (48) hours of such a
request. (Water Pollution Control Board;327 IAC 15 -5 -10; filed Aug 31,
1992, 5:00 p.m.: 16 IR 26; filed Mar 23, 2000, 4:15 p.m.: 23 IR 1912;
readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518; filed Oct 27, 2003,
10:15 a.m.: 27 IR 844)
EARTH EMBANKMENT AND STONE OUTLET SECTION
SET STAKE AT
CLEAN -OUT LEVEL
CROSS- SECTIONAL VIEW OF THE STONE OUTLET SECTION
TEMPORARY SEDIMENT TRAP
i rk
......J60.1110.1
.r�i1 are ei1reVi
,41;OfeeelAreeVeel
i ei 1:ar 1:er 1 eelifi or a ere'Vee
�•i•�•�•�
Imo r 0 4 4 r..
..;t::!:. :1 I:� Ik•
i1 1i1;1i1;�il i.,:is;;;;4444,3.:••,30.1 r• %ii /O:4 r
0.I
RIPRAP 1r (':i /i OVER 0 /i•' I P01 GEOTEXTILE P e
i fy! Arid al a %'i eel
.•.m•••
a /,1 oki IS X 1 1 U 1 PAMPA'
��1yr/.r
PIPE Q
CULVERT
NOTES
1. GEOTEXTILE UNDERLAYMENT TO BE
POLYFELT TS700 OR APPROVED EQUAL.
PLAN VIEW
La
OR TO EDGE OF
SAFETY LEDGE
SC OP E
PIPE
CULVERT
V AR /ES
RIPRAP GEOTEXTILE
UNDER END SECTION
TOE ANCHOR
RIPRAP DETAIL END SECTION
POLYFELT TS650 FILTER FABRIC
(OR EQUAL)
CROSS SECTION
RIP -RAP GRADATION TABLE
WHERE K d50
NOTE: DEPTH OF RIP RAP SHALL NOT
BE LESS THAN 3 x d50
12" MIN. THICKNESS OF RIPRAP
(STONE SIZE 6" OR LARGER)
FILTER FABRIC TO BE
TURNED DOWN
RIPRAP /FILTER CLOTH DETAIL
RIPRAP GEOTEXTILE
NO SCALE
GROUND SURFACE
PS
AREA TO BE TOPSOILED,
SEEDED AND MULCHED
BY OWNER AT COMPLETION
OF CONSTRUCTION (TYP.).
SIDE YARD
DRAINAGE SWALE
CONCRETE SIDEWALK
1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
STREET
SAvPLE EROSION/SEDIv1ENT CONTROL PRACTICE PLAN FOR A TYPICAL
OBE- OR TWO- FAvILY DWELLING UVDER CONSTRUCTION
,SEE NOTES) THICKNESS
DROP INLET PROTECTION
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
EXISTING CURB GUTTER
HOUSE
NALA
SILT FENCE
GARAGE
s
Rule 5 Erosion Control Measures for Individual Lots
EROSION SEDIMENT CONTROL INFORMATION
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location map.
10 Lot and /or Building Locations: See Sheets C101 -C104 for lot locations.
TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES:
2G Identify All Receiving Waters: Receiving waters: Longbranch Creek.
2H Potential Areas Where Stormwater May Enter Groundwater: N/A
I I I I I I I I I I
SCALE: NONE
1B Narrative: This project consists of the construction of The Lakes at Hamilton Place Secton 1A a
development containing single family use. Site construction is scheduled to begin in the Summer of 2003 and be
completed in the Summer of 2004.
2A Existing Vegetation: The parcel of real estate to be developed has existing vegetation comprised of
tree /grass /weed mix.
1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C101 -C104 for
proposed and existing improvements.
Sec. 7.5.
(a) All stormwater quality measures, including erosion and sediment control, necessary to comply with
this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b).
(b) Provisions for erosion and sediment control on individual building lots regulated under the original
permit of a project site owner must include the following requirements:
(1)The individual lot operator, whether owning the property or acting as the agent of the property
owner, shall be responsible for erosion and sediment control requirements associated with activities on
individual lots,
(2) Installation and maintenance of a stable construction site access.
(3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior
to land disturbance.
(4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing
activities on the lot until permanent stabilization has been achieved.
(5) Cleanup of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall
not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a
manner that is in compliance with all applicable statutes and rules.
(6) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary
or permanent surface stabilization.
(7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) of this rule
will be achieved when the individual lot operator:
(A) completes final stabilization; or
(B) has installed appropriate erosion and sediment control measures for an individual lot prior to
occupation of the home by the homeowner and has informed the homeowner of the requirement for,
and benefits of, final stabilization.
(Water Pollution Control Board; 327 JAC 15- 5 -7.5; filed Oct 27, 2003, 10:15 a.m.: 27 JR 843)
7(b)(20) Final stabilization of a project site is achieved when:
(A) all land disturbing activities have been completed and a uniform, evenly distributed, without large
bare areas) perennial vegetative cover with a density of seventy percent (70 has been established on
all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization
measures have been employed; and
(B) construction projects on land used for agricultural purposes are returned to its pre construction
agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips
and areas that are not being returned to their pre construction agricultural use, meet the final
stabilization requirements in clause (A).
2B Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Longbranch Creek.
2C 100 Year Floodplains, Floodway Fringes, and Floodways: N.A.
2D Soils Information: See Sheet 0100 for the Soils Map showing the soils information.
2E Existing and Planned Contour Lines: See Sheets C101 -C104 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 Longbranch Creek.
21 Location of Storwater System: See Sheets C101 -C104 for proposed stormwater system.
LAND DISTURBING ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C105 -C108 showing the limits of
construction.
3B Soil Stockpiles and /or Borrow Areas: Areas to be designated by the developer.
EROSION AND SEDIMENT CONTROL MEASURES:
4A Sequence of When Each Measure Will be Implemented: See Sheet C804 for Erosion Control Schedule showing
installation sequence.
48 Monitoring and Maintenance Guidelines for Each Measure: See Sheet C804 for Erosion Control Schedule
showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheets C105 -C108 for location of perimeter control and Sheet
C804 for details and specifications.
4D Temporary Seeding: See Sheets C105 -C108 for location of temporary seeding and Sheet C804 for details and
specifications.
4E Temporary Erosion and Sediment Control Measures: See Sheets C105 -C108 for location of temporary erosion
and sediment control measures and Sheet C804 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheets C105 -C108 for location of permanent erosion
and sediment control measures and Sheet C804 for details and specifications.
4G Storm Drain Inlet Protection: See Sheets C105 -C108 for location of storm drain inlet protection and Shee
C804 for details and specifications.
4H Storrnwater Outlet Protection: See Sheets C105 -C108 for location of stormwater outlet protection and Sheet
C804 for details and specifications.
41 Stable Construction Entrance: See Sheets C105 -C108 for location of construction entrance and Sheet C804
for details and specifications.
41 Erosion and Sediment Control on Individual Building Lots: See sheet C804 for additional specifications for house
builders.
4K Permanent Seeding: See Sheets C105 -C108 for location of permanent seeding and Sheet 0804 for details and
specifications.
INDIVIDUAL LOT
EROSION CONTROL
PLAN LEGEND
PROPERTY LINE/
DRAINAGE SWALE
SILT FENCE
FINISHED DRAINAGE
EXISTING DRAINAGE
TREE CONSERVATION
GRAVEL ENTRANCE/
EXIT PAD
q� DROP INLET
�--b PROTECTION
SOIL SALVAGE AND
UTILIZATION
Ps PERMANENT SEEDING
5
ONE FOOT OVERLAP
ONTO THE CURB
RUN OFF
NOTES:
1. EROSION /SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL
AND BE MAINTAINED THROUGHOUT CONSTRUCTION.
2. MAINTAIN POSITIVE DRAINAGE FLOW AWAY FROM THE
STRUCTURE(S).
x
THE ELANKET SHOULD NOT BE
STRETCHED BUT ALLOWED TO LAY
LOOSELY ON THE SOIL SURFACE TO
ACHIEVE MA)4MUM BLANKET TO SOIL
CONTACT.
IN HIGH VELJOTY CHNNEL APPUCATKDNS
CHECK 9.075 SHOULD BE E3GBUSIES
EVERY 35 40'. THE SOTS SHOULD BE
6' WIDE BY 6' DET' WITH THE BLANKET
STAPLED IN THE BOTTOM OF THE SLOT,
THEN BAMILAED AND SEEDED.
EROSION CONTROL BLANKET
�1i (NORTH AMERICAN GREEN
1 S -75 OR EQUAL)
i EXISTING GRADE
EROSION BLANKET INSTALLATION
CROSS SECTION
300
275
250
225
200
S1DPE 175
LENGTH 150
(FT.) 125
100
75
50
25
0
1 STAPLE PER SQ. YD.
6" HIGH, 12" MDE GEOTECTILE FABRIC
FILLED WITH No.2 STONE (FABRIC NUTEC
3NW SILT FENCE FABRIC OR APPROVED EQUAL)
GENERAL STAPLE RECOMMENDATIONS
4 :1 3:1 2:1
SLOPE GRADIENT
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGNNST EACH OTHER, THE
EDGES OF THE SCC225 SHOULD BE
ovFRLAPPED Y.
24"
CURB INLET SEDIMENT BARRIER
NO SCALE
CROSSBARS
SILT FENCE MATERIAL
:1
CHANNEL
LINING
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
ER050N CONTROL BLANKETS STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS, STAPLE PATTERN 'C SHOWW BE UTILIZED,
FILTER FABRIC JACKET
NOTE:
SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
INLET PROTECTION SILT FENCE
SILT FENCE
x
x
TYPICAL TOPSOIL STOCKPILE
6" MIN. TURN DOWN
2
C
1 -1/2 STAPLES PER SCI, YD. 2 STAPLES PER SO. YD.
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH OF FLOW.
CHANNEL UNAIGS UTIJ2E STAPLE PATTERN
PATH ADDITIONAL STAPLES ON SUE SLOPES AT
PRIMED WATER UNE.
EROSION BLANKET INSTALLATION
10'
TYPICAL
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOTTED IN'
ABM THE BREAK OF THE SLOPE OR AT
A MRp1UM. STAPLED It' PLACE WITH
STAPLES 6' APART ON NE ENO OF THE
BLANKET.
4
ON LONG SLOPES, THE ENDS OF THE
BLANKETS SHOW) BE OVERLAPPED
4 6' IN A 'SHINGLE EFFECT.
PREPARATION OF THE SEED BED,
INCLUDING APPUCATION OF LIME
FIRIILVER AND SEED SHOULD BE
CONDUCTED AS NORAM. PRIOR TO
INSTALLATION OF BLANKET.
BEEHIVE INLET OR
DRAINAGE COVER
x
x
CURB INLET
NOTE:
LATHS
x
GRADE
(NEW OR EXISTING)
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.
SEEDED AND
STRAW MU LCHED
bindings to be
placed parallel
to ground
EROSION CONTROL MATTING DETAIL
FOR REAR YARD SWALE
Upstream gravel
facing I thick (min)
(INDOT CA #5 Stone)
FLOW
TEMPORARY
SEDIMENT POOL
6" (MIN)
2 3' COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
2 stakes (typ)
per bale
SCALE NONE
3' STONE
Plan
(n. t. s.)
Profile
(n.t.s.)
CROSS SEC11ON
S -75 EROSION CONTROL
BLANKET AS MANU. BY
NORTH AMERICAN GREEN
OR APPROVED EQUAL
50' (MIN)
flow
straw bale
stake (typ)
straw bale
3 -6 "undertoe
SEDIMENT FILTER DETAIL Irrigated
GRADE
/-(NEW OR EXISTING)
PIPE OR INLET`
(USE COMPLETE
GRAVEL DONUT
AROUND INLET)
1
PIPE OR
INLET
PLAN VIEW
GRAVEL DONUT /HORSE �N9E
ROCK DAM INLET PROTECTION
12' (MIN)
Species
Non Irrigated*
Dormant
Seeding
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 (Figure 5 -3). If tolerances
are a 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
1. Tall Fescue
2. Tall Fescue
Red Clover
3. Kentucky Bluegrass 15 .4
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15
Kentucky Bluegrass 25 .6
5. Tall Fescue 35
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Type)
8. Tall Fescue 170 4.0 5.5 -8.3 2
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
Wheat or Rye
Oats
Annual Ryegrass
Emerald Crownvetch 10 .25
Ranking:
1 Good
2 Medium
Not tolerant
Figure 5 -2
(Permanent Seed Mixtures)
Jan
Feb
Mar Apr May Jun Jul
Permanent Seeding Dates
Aug Sep Oct
Nov
Dec
Kind of Seed
Wheat or Rye
Spring Oats
Annual ryegrass
SILT FENCE
Temporary Seeding Dates
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
Seeding Rate Suitable pH
lbs/acre Ibs /1000
sq. ft.
35 .8 5.5 -8.3 2 1
25 .6 5.5 -8.3 1
5 .12
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
(Seeding Dates)
Temporary Seedings
5.5 -7.5 2 1
.4 5.8 -7.5 2 1 2
.8 5.5 -8.3 2 1
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
Site Suitability*
well
Droughty Drained Wet
1 lb. 40 lbs. Cover seed 1/4 "deep*
Not necessary where mulch is applied.
2
1 2
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
FIGURE 5 -4
(Permanent Seed Mixture Tolerances)
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
All silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
Fabric Weight 4 oz /syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 lbs.
Burst Strength 200 psi
UV Resistance 70
A. O. S 50-80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
N
SILT FENCE DETAIL
NTS
Stakes 5' 0.C.
Ground Surface
Silt Fence Material Should
be Buried 6" Below Ground
Surface.
BLIND Of
rn
w
Q
d
HOLEY YOLEY SAYS
"DON'T
DID
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.
K. SEA
No.
1.7 9500028
STATE OF kv
I I I I I I I I I N ►1111
DATE: 06/09/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
‘b,
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