C300 Storm Water Poll. & Prev. Plan-C304ST
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S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
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[
C304
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TODD PYATT
PHONE: (317) 379-0184
STABILIZATION
PRACTICE
PERMANENT
SEEDING
DORMANT
SEEDING
SEEDING
SODDING
MULCHING
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC.
A *///////////* *///>
B > B >
E *////////* >
F** *//////////////* >
G >
SEASONAL SOIL PROTECTION CHART
MAINTENANCE
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED
REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE
FOR THE NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE
THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE.
#4 GAGE WIRE
FILTER FABRIC
YARD
GRASS
SILT PROTECTION FOR
DITCH GRATE (NEENAH
R-4342) CASTINGS.
CASTING
DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.
INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.
AFTER ALL AREAS DRAINING TO THESE AREAS
AFTER ALL AREAS DRAINING TO THESE AREAS
REMOVAL OF SILT FENCE
REMOVAL OF INLET PROTECTION
ARE STABILIZED
ARE STABILIZED
INLET PROTECTION AFTER EACH INLET IS PLACED
N/A
N/A
INSPECT AFTER EACH STORM EVENT.
THE AREA, AND RE-LAY AND STAPLE THE BLANKET.
DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.
IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED
AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY
PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE-
SEEDING AND MULCHING AFTER RE-PREPARING THE SEEDBED.
INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.
(CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS;
UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE
PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.)
PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.
IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.)
INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE-
CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY.
TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,
BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR
INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
EROSION CONTROL MATTING AFTER FINISH GRADING
PERMANENT SEEDING
TEMPORARY SEEDING
AFTER FINISH GRADING
AFTER ROUGH GRADING
RECOMMENDATIONS.
SEED IF NECESSARY.
SILT FENCE PRIOR TO CLEANING AND GRADING
IS CAUSING THE FABRIC TO BULGE.
AFFECTED PORTION IMMEDIATELY.
INSTALLATION SEQUENCE
STONE ENTRANCE
EROSION CONTROL MEASURE
PRIOR TO CLEANING AND GRADING
EROSION CONTROL NOTES
TOPDRESS WITH CLEAN STONE AS NEEDED.
MAINTENANCE
Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather
conditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirements
are met.
A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.:
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC.
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC.
B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.:
C = SPRING OATS 3 BUSHEL/ACRE
D = WHEAT OR RYE 2 BUSHEL/ACRE
E = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.)
F = SOD
G = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR
*///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.
** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
TACKIFYING
Curb inlet protection mat
Plastic washers on ties
CURB INLET PROTECTION DETAIL
NOT-TO-SCALE
Plastic washers on ties
Runoff
accumulated sediments after every storm.
Inspect and repair as needed, and remove any1.
Seedbed Preparation for Permanent Seeding
1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or
Cooperative Extension office for assistance and soils information, including available testing services.)
2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations.
3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-0-12
analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show a
phosphorous deficency.
4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rake
operated across the slope.
SILT FENCE INSTALLATION & SPECIFICATIONS
STORM WATER POLLUTION & PREVENTION NOTES:
(A) All storm water 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) Clean-up of 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 and 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) or
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. 7(b)(20) Final stabilization of a project site is achieved when:
(A) all land disturbing activities have been completed and a uniform (for example, 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 preconstruction
agricultural use or disturbed areas, not previously used for agricultural production, such as filter
strips and areas that are not being returned to their preconstruction agricultural use, meet the final
stabilization requirements in clause (A).
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CURB INLET PROTECTION
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SIDE-
WALK
CONSTRUCTION.
DRAINAGE SWALE
SIDE YARD
AREA TO BE TOP-
SOILED, SEEDED,
AND MULCHED
BY OWNER AT
COMPLETION OF
UTILIZATION
PERMANENT SEEDING
SOIL SALVAGE AND
PROTECTION
TOPSOIL
STOCKPILE
ENTRANCE/ EXIT
CONSTRUCTION
EXISTING CURB AND GUTTER
STREET
GARAGE
HOUSE
DROP INLET
PROTECTION
GRAVEL ENTRANCE/
EXIT PAD
CURB INLET
SILT FENCING
TREE CONSERVATION
DROP INLET
PROTECTION
CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES
STOCKPILE
SUBSOIL
REAR YARD
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DRAINAGE SWALE
PLAN LEGEND
FINISHED DRAINAGE
EXISTING DRAINAGE
PROPERTY LINE/
DRAINAGE SWALE
EROSION CONTROL
STORM WATER POLLUTION & PREVENTION DETAIL
NOT-TO-SCALE
GROWTH IS NOT
PALIMAR IS TO BE
USED IF GRASS
POSSIBLE.
BASKET
INDIVIDUAL LOT
NOTES:
1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED
THROUGHOUT CONSTRUCTION.
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE.
3. CONTRACTOR TO CLEAN STREETS WHEN DIRT AND CONSTRUCTION DEBRIS IS EVIDENT.
4. PERIMETER PROTECTION SHOULD BE INSTALLED BEFORE EXCAVATION OF
BASEMENT/FOUNDATION HAS BEGUN. PERIMETER PROTECTION ON LOTS SHALL REMAIN IN PLACE
UNTIL THE LOT IS STABILIZED WITH AT LEAST 70% COVER. ALL TRASH AND CONSTRUCTION
DEBRIS SHALL BE DISPOSED PROPERLY INTO AN ENCLOSED WASTE RECEPTACLE.
OF EVERY WORK DAY
TO BE CLEANED AT END
CONCRETE WASHOUT SHALL NOT
BE REQUIRED IF CONCRETE TRUCK IS
EQUIPPED WITH A SELF-CONTAINED
CHUTE WASH SYSTEM, SIMILAR TO
SYSTEM PROVIDED BY ENVIROGUARD,
OR APPROVED EQUAL.
Curb Inlet Protection Mats
The Mat is designed to be attached over the top of the curb inlet grate with plastic cable ties (75# strength Min.). The overall
dimension of the mat shall allow for 2" beyond the water inlet perforations in the casting. The exception to this would be along the
top where the grate shall be exposed to allow overflow during heavy storm events. The composite curb inlet protection mat shall be
a machine-produced mat of 100% coconut fiber matrix incorporated into a permanent three-dimensional matting. There shall be 2
layers of matrix evenly distributed across the entire width of the matting. There shall be 4 layers of super heavy duty UV stabilized
polypropylene net with 0.5"x0.5" openings and 2 layers ultra heavy duty UV stabilized dramatically corrugated(crimped)
intermediate polypropylene netting with 0.5"x0.5" openings. The mat shall be stitched with UV stabilized polypropylene at 1.50"
spacing. This device should be used in conjunction with other BMP's to maximize the efficiency of the erosion control plan.
The mats are to be checked every two weeks and after every storm event for maintenance and/or repair and replacement.
NOT-TO-SCALE
CONSTRUCTION ENTRANCE DETAIL
20
150
8
TYPICAL FLAT/RECTANGULAR/ROLLED CURB
INLET FILTER
TYPICAL CURB BOX
INLET FILTER TYPICAL ROUND
INLET FILTER
2-PLY REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPINGBAND
REAR CURB GUARD FLAP
WITH MAGNETIC TIE-DOWNS
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3.REPLACE GRATE
STANDARD 2"
OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM
CURB INLET SEDIMENT CONTROL DEVICE OR
ACCEPTABLE DEVICE BY CITY OF CARMEL WITH IN PUBLIC
RIGHT OF WAY
NTS
CONCRETE WASHOUT DETAIL
NOT-TO-SCALE
AROUND ENTIRE PERIMETER
HAY BALES STACKED
LINE ENTIRE WASHOUT WITH
IMPERMEABLE POLY-LINER.
H
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B
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ST
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2
H
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H
EXCAVATE 1.0'
INTO GROUND
ANCHOR PLASTIC LINING
OVER TOP OF BALES WITH
STAKES
SIGN TO DESIGNATE AREA AS
A WASHOUT FACILITY
NOTE: FACILITY TO BE LOCATED AWAY FROM STREAMS, PONDS, OR
OTHER DRAINAGE WAYS.
15.0'
12
.
0
'
LINE ENTIRE WASHOUT WITH
IMPERMEABLE POLY-LINER.
NOTE: CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETE
TRUCK IS EQUIPPED WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TO
SYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL.
Map Unit: OcA- Ockley silt loam, 0 to 2 percent slopes
OcA - Ockley silt loam, 0 to 2 percent slopes - This nearly level, deep, well drained soil is mainly on
broad terraces. It is also on small rises on uplands. Most of the mapped areas are elongated and are
parallel to major streams. Some areas on uplands are irregular in shape. The mapped areas range from
2 to 250 acres in size.
Map Unit: OcB2 - Ockley silt loam, 2 to 6 percent slopes, eroded
OcB2 - Ockley silt loam, 2 to 6 percent slopes, eroded - This gently sloping, deep, well drained soil is
mostly on broad outwash terraces. It is also on small knobs on uplands. The mapped areas on terraces
are mostly elongated and range from 3 to 40 acres in size. The mapped areas on uplands are irregular in
shape and range from 3 to 15 acres in size. Slopes are short.
Map Unit: St-Sleeth loam
St - Sleeth loam - This nearly level, deep somewhat poorly drained soil is in slight depressions on
broad terraces and along drainageways. The mapped areas are mostly elongated and are parallel to
streams. Areas of this soil range from 3 to 40 acres in size.
Map Unit: We - Westland clay loam
We - Westland silty clay loam - This nearly level, deep, very poorly drained soil is in depressions,
swales, and narrow drainageways on outwash plains. Runoff from higher adjacent soils is ponded on
this soil. The mapped areas are mostly elongated and are parallel to streams. The areas range from 3 to
200 acres in size.
SOILS MAP
SCALE: 1"=1000'
SECTION "Z"-"Z"
#53 STONE
6" MIN.
3:1
LINE WITH GEOTEXTILE WOVEN FABRIC
FUELING & VEHICLE MAINTENANCE AREA
NOT-TO-SCALE
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
SECTION "Z"-"Z"
#53 STONE
6" MIN.
3:1
LINE WITH GEOTEXTILE WOVEN FABRIC
FUELING & VEHICLE MAINTENANCE AREA
NOT-TO-SCALE