HomeMy WebLinkAboutpg. 05 C301 Storm Water Pollution & Prevention DetailsEROSION CONTROL MEASURE
INST/.LLATION SEQUENCE
MAINTENANCE
STONE ENTRANCE
PRIOR TO CLEANING AND GRADING
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
TOPDRESS WITH CLEAN STONE AS NEEDED.
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.
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
SILT FENCE
PRIOR TO CLEANING AND GRADING
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
AFFECTED PORTION IMMEDIATELY.
REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR
IS CAUSING THE FABRIC TO BULGE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,
BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TOPSOIL STOCKPILE
PRIOR TO CLEANING AND GRADING
DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE
TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.)
PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF
AND SEDIMENTATION.
REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL"
(I.E., A OR AP HORIZON).
STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION
ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO
TRAP SEDIMENT (SEE EXHIBIT 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY
MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.)
IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP
OR SURROUNDED BY A SEDIMENT BARRIER.
TEMPORARY DIVERSIONS
AFTER ROUGH GRADING
INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT.
REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED.
CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY.
REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL.
WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE
NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS.
ROCK DAM
AFTER ROUGH GRADING
INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT.
REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE)
CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY
IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM
IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON
THE UPSTREAM FACE OF THE DAM.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND
SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS.
c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE
TEMPORARY SEEDING
AFTER ROUGH GRADING
INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE-
SEED IF NECESSARY.
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
IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT /RYE FALL SEEDED.)
PERMANENT SEEDING
AFTER FINISH GRADING
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.
REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE- FERTILIZING, OVER OR RE-
SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED.
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY
PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST
RECOMMENDATIONS.
EROSION CONTROL MATTING
AFTER FINISH GRADING
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
THE AREA, AND RE -LAY AND STAPLE THE BLANKET.
AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
STRAW BALES
AFTER FINISH GRADING
INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY.
REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING
CARE TO NOT DAMAGE OR UNDERCUT THE BALES.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL,
AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE
INLET AND STABILIZE.
INLET PROTECTION
AFTER EACH INLET IN PLACED
INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.
INSPECT AFTER EACH STORM EVENT.
REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.
DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
REMOVAL OF STRAW BALES
AFTER ALL AREAS DRAINING TO THESE AREAS
ARE STABILIZED
N/A
REMOVAL OF INLET PROTECTION
AFTER ALL AREAS DRAINING TO THESE AREAS
ARE STABILIZED
N/A
REMOVAL OF SILT FENCE
AFTER ALL AREAS DRAINING TO THESE AREAS
ARE STABILIZED
N/A
THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
STABILIZATION
PRACTICE
PERMANENT
SEEDING
DORMANT
SEEDING
SEEDING
SODDING
MULCHING G
JAN. FEB. MAR. APR. MAY JUN. JUL, AUG. SEPT. OCT. NOV. DEC.
B
F
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 -12 -12 analysis, or equivalent, fertilizer.
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.
A KENTUCKY BLUE GRASS 40 lbs. /AC.: CREEPING RED FESCUE 40 lbs. /AC.:
PLUS 2 TONS STRAW MULCH /AC. OR ADD ANNUAL RYEGRASS 20Ibs> /AC.
B KENTUCKY BLUE GRASS 60 lbs. /AC.: CREEPING RED FESCUE 60 lbs. /AC.:
PLUS 2 TONS STRAW MULCH /AC. OR ADD ANNUAL RYEGRASS 30Ibs> /AC.
C SPRING OATS 3 BUSHEL /ACRE
D WHEAT OR RYE 2 BUSHEL /ACRE
E ANNUAL RYEGRASS 40 lbs. /AC. (1 Ib. /1000 sq. ft.)
F SOD
G STRAW MULCH 2 TONS /ACRE ANCHOR ALL MULCH BY CRIMPING OR
TACKIFYING
IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPT.
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
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.
Drop Inlet Protection Basket
SEASONAL SOIL PROTECTION CHART
GRCUNO
SUsI=AC1;
A
E
It is the intent of this device to detain water for the purpose of allowing suspended solids
in the water to settle out before the water enters the storm structure. Some filtering will
occur as water passes through the device.
The bottom of this device is to seal against the flat outer part of the casting. The overall
dimension of the basket shall be no smaller than the water inlet perforations in the casting
and no larger than the outer dimensions of the casting. The height shall be 15"
The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the
casting. The wire size shall be no smaller than .149" dia. and openings no larger than 18
sq in. It is important that the bottom of the wire frame be smooth so as not to allow any
leakage between the basket and casting. The top of the basket shall be open to prevent
flooding during heavy storm events.
Fabric shall be woven polypropylene allowing 15 -25ga1 /min /sq in. If non -woven fabric
is used, the maintenance intervals should be increased to replace silt laden fabric. The
fabric shall be attached to the frame and folded under the bottom to help seal against the
casting.
This device should be used in conjunction with other Best Management Practices to
maximize the efficiency of the erosion control plan,
Suppliers for this product include: Lakeside Supply Inc. (317) 281 -2661, Turfgrass Inc
(317) 894 -3276.
LAKESIDE PARK SECTION 4
A part of the Southeast Quarter of Section 20, Township 18 North, Range 3 East, Hamilton County,
Indiana, being more particularly described as follows:
Commencing at the Southeast corner of said Quarter Section; thence North 00 degrees 14 minutes
57 seconds West (Assumed Bearing) along the East line of said Quarter Section, 1,326.80 feet to the
Northeast corner of Lakeside Park Section One recorded as Instrument No.200300096180 in Plat
Cabinet 3 on Slide 254 in the Office of the Recorder of Hamilton County, Indiana, the following
Thirteen (13) courses being on and along the Northern boundary of said Lakeside Park Section One;
(1) South 89 degrees 45 minutes 04 seconds West 320.83 feet to the POINT OF BEGINNING of this
description; (2) South 47 degrees 04 minutes 00 seconds West 70.51 feet; (3) North 72 degrees 58
minutes 38 seconds West 185.00 feet; (4) South 17 degrees 01 minutes 22 seconds West 39.57 feet;
(5) North 70 degrees 40 minutes 47 seconds West 128.94 feet; (6) South 12 degrees 14 minutes 08
seconds West 144.74 feet to a point on a curve concave northerly, the radius point of said curve
being North 12 degrees 14 minutes 08 seconds East 375.00 feet from said point; (7) westerly along
said curve 59.48 feet to a point on said curve, said point being North 12 degrees 14 minutes 08
seconds East 375.00 feet from the radius point of said curve; (8) South 21 degrees 19 minutes 27
seconds West 195.01 feet; (9) North 60 degrees 51 minutes 37 seconds West 175.56 feet; (10) North
84 degrees 21 minutes 11 seconds West 67.64 feet; (11) North 89 degrees 50 minutes 54 seconds
West 205.91 feet; (12) South 09 degrees 13 minutes 24 seconds West 151.90 feet; (13) North 89
degrees 50 minutes 54 seconds West 337.88 feet; thence North 00 degrees 00 minutes 00 seconds
East 83.91 feet; thence North 10 degrees 15 minutes 00 seconds East 209.33 feet; thence South 89
degrees 50 minutes 54 seconds East 15.30 feet; thence North 00 degrees 09 minutes 06 seconds
East 50.00 feet; thence North 09 degrees 17 minutes 38 seconds East 293.73 feet; thence North 05
degrees 23 minutes 59 seconds West 63.16 feet; thence North 17 degrees 49 minutes 06 seconds
West 144.24 feet; thence North 61 degrees 52 minutes 06 seconds East 201.23 feet to a point on a
curve concave southwesterly, the radius point of said curve being South 61 degrees 52 minutes 06
seconds West 635.00 feet from said point; thence southeasterly along said curve 65.68 feet to a
point on said curve, said point being South 61 degrees 52 minutes 06 seconds West 635.00 feet
from the radius point of said curve; thence North 76 degrees 02 minutes 01 seconds East 131.12
feet; thence South 30 degrees 39 minutes 59 seconds East 95.01 feet; thence South 89 degrees 50
minutes 54 seconds East 59.10 feet; thence South 84 degrees 08 minutes 14 seconds East 285.69
feet; thence South 67 degrees 29 minutes 10 seconds East 177.68 feet; thence South 26 degrees
47 minutes 09 seconds West 3.92 feet; thence South 67 degrees 41 minutes 54 seconds East
182.20 feet; thence South 79 degrees 51 minutes 22 seconds East 170.67 feet to a point on a
r
curve concave northwesterly, the radius point of said curve being North 85 degrees 47 minutes 46 g
seconds West 125.00 feet from said point; thence southwesterly along said curve 117.47 feet to a
point on said curve, said point being North 85 degrees 47 minutes 46 seconds West 125.00 feet from
the radius point of said curve; thence South 29 degrees 25 minutes 35 seconds East 191.74 feet to
the place of beginning. Containing 17.173 acres, more or less.
NCTE UMr: CNE 0I541 A44cse 1+Csz PEA JAG
PLaNVI.SW
N. S.
CROS SECTION
!d_
FIGURE a 'FILTER SAG
DEWATERING FILTER BAG DETAIL
(TO BE USED WHEN PUMPING DIRTY WATER)
HOSE CLAMP
V COCmi1 Aces
PUMP OIECraPOE
10c3
B
Al.
A2.
A3.
z 3'
1 STAPLE
PER SQ. YD.
A16. See Sheets C200
A22. See Sheet C100
300
275
250
225
200
175
150
125
100
75
50
25
FT
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
GREEN EROSION CONTROL BLANKETS. STAPLE
PATTERNS WILL VARY DEPENDING UPON SLOPE
LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE
ANNUAL RAINFALL.
A
1 -1/2 STAPLES
PER SQ. YD.
C
x
4:1 3: 1 2: 1:1 LOW MED /HIGH
SLOPE GRADIENT
EROSION CONTROL BLANKET
STAPLE PATTERN GUIDE
NOT- TO -SCALE
FENCE POST (2x2 HARDWOOD POST)
SILT FENCE MATERIAL
FENCE POST SHOULD
BE BURIED 1' BELOW
GROUND SURFACE.
Assessment of Construction Plan Elements
See Sheets C300
See Attachment.
Narrative Describing Project Nature and Purpose: This project is
Lakeside Park Section 3, Residential subdivision. The
purpose of this project is for future residential construction.
A4. See map included on this sheet.
A6. See Sheet C200 thru C202
SILT FENCE DETAIL
NOT -TO -SCALE
A7. Hydrologic Unit Code: 05120201090060
A8. State or Federal Water Quality Permits: None
A17. Identification of existing vegetative cover:
This site is enitrely covered by crop residue.
A18. See Map descriptions included on this sheet.
A19. See Sheets C200 thru C202
A20. See Sheets C500 -0501 and C700
A23. See Sheet C200 thru C202
FLOW FLOW
CHANNEL CHANNEL
AND
SHORELINE
2
2 STAPLES
PER SQ. YD.
A15. Adjacent Land use Including Upstream Watershed:
West: agricultural
East: residential
North: agricultural
South: residential
6'-8"
4'
A5. Legal Description of the Project Site: Legal description is shown on this
sheet. The latitude is 39 58' -30" and longitude is 86 12' -30
A9. Specific Points Where Stormwater Discharge Will Leavee This Site:
The storm water will leave the site through the existing lake outlet pipe.
See sheets C200 for locations.
2'
f
s
X
GROUND SURFACE
SILT FENCE MATERIAL SHOULD
BE BURIED 6" BELOW GROUND
SURFACE.
A10. Location and Name of All Wetlands, Lakes, and Water Courses on And
Adjacent to the Site: None
A13. 100 Year Floodplains, Floodways and Floodway Fringes: There are no
floodplains, floodways or flood way fringes on this site.
A14. Pre- Construction and Post Construction Estimate of Peak Discharge:
Pre Developed: 2 year 30.29 c.f.s. Post Developed: 2 year 4.52 c.f.s.
10 year 58.85 cis. 10 year 4.91 c.f.s.
x x x
x xDx
x x x s
;minx
3.5 STAPLES
PER SQ. YD.
All. Identity All Receiving Waters: This site outlets into an existing pond, which
outlets to the Stultz and Amond Legal Drain.
Al2. Identification of Potential Discharges to Groundwater: Potential discharges into the
groundwater may occur in Lakes. This should be addressed with clay bottoms to
prevent pollutants from entering the groundwater.
A21. Locations of proposed soil stockpiles, borrow and/or disposal areas:
All topsoil is to be relocated to non building areas. Non building areas would be
considered common areas, rear yards, etc.. Their will be NO borrow areas
associated with this project.
20"
CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES
SUBSOIL
PS STOCKPILE
AREA TO BE TOP
SOILED, SEEDED,
AND MULCHED
BY OWNER AT
COMPLETION OF
CONSTRUCTION.
PALIMAR IS TO BE
USED IF GRASS
GROWTH IS NOT
POSSIBLE.
SIDE YARD
DRAINAGE SWALE
SIDE-
WALK
DROP INLET
PROTECTION
BASKET
I PS
HOUSE
STREET
CURB INLET PROTECTION
REAR YARD
DRAINAGE SWALE
0 0 0
SF
PS r'"11
t
GARAGE
NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE
MAINTAINED THROUGHOUT CONSTRUCTION.
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE.
Assessment of Stormwater Pollution Prevention Plan
Construction Component
Bl. Description of Potential Pollutant Sources Associated with the
Construction Activities: Potential Pollutants during construction includes:
Concrete waste water, trash, fossil fuels, oil, grease, paint. Exposure of these
pollutants to storm water runoff should be minimized by performing activities
such as, equipment storage, refueling, maintenance and port-a -let placement in
designated areas as shown on sheet C300.
B2. Sequence Describing Stormwater Quality measure Implementation
Relative to Land Disturbing Activities: See Construction Sequence on
Sheets C300.
B3. Stable Construct on Entrance Locations and Specifications: The
construction entrance is shown on sheet C300 along with the details of
installation and specification of maintenance on this sheet.
B4. Sediment Control Measures for Sheet Flow: The rcas of runoff in a sheet
flow condition are shown on sheet C300. Silt fence is the primary measure used
to eliminate this type of erosion. Silt fence details are shown on this sheet.
B5. Sediment Control Measures For Concentrated Flow Areas: The
concentrated flow areas are the proposed swales. Erosion control blankets and
drop inlet protection baskets will be installed. Details are shown on this sheet.
B6. Storm Sewer Inlet Protection Measure Locations and Specifications:
Baskets and stone bags are shown to be placed at inlets. Locations are shown
on sheet C300 and details are shown on this sheet.
B7. Runoff Control Measures: The lake area is to be utilized for temporary
sediment trap.
B8. Stormwater Outlet Protection Specifications: All end sections of an outlet
are shown to be rip rapped to prevent scour erosion. Rip Rap is shown on
the site development plans and storm water pollution prevention plans.
See detail shown on this sheet and C801.
B9. Grade Stabilization Structure Locations and Specifications: Not necessary
B10. Location, Dimensions, Specifications and Construction Details of Each
Stormwater Quality Measure: Each measure is shown on the plans along
with the appropriate details and specifications.
Bll. Temporary Surface Stabilization Methods Appropriate for Each Season:
The storm water pollution prevention plans along with the detail sheet
provides different methods and sequences for each measure to be utilized.
(See seasonal soil protection chart on this sheet.)
TOPSOIL
B12. Permanent Surface Stabilization Specifications: The permanent
stabilization methods are specified on the storm water pollution prevention plans.
The sequencing is specified on this sheet.(See seasonal soil protection chart on this sheet).
B13. Material Handling and Spill Prevention Plan:
In order to minimize the release of potential pollutants during construction the Contractor
shall implement this material handling and spill prevention plan. The Contractor shall
review this plan with all subcontractors and require that they implement the plan as well.
1. Construction Equipment
a. Fueling, lubrication and fluids: All operations involving the addition of fluids
to equipment should be done in one location, as designated on Sheets C300, so
that spills are limited to one location on the site, which will facilitate the cleanup
of spills. If an onsite fueling tank is planned to be on site, it shall be double
walled and stored in this designated area. This location is an area that will not
allow spilled fluids to migrate into subsurface soils. In the event of a spill, the
fluid shall immediately be cleaned up by removing the contaminated soil or
stone which shall be disposed of in an acceptable manner. Spills on hard
surfaces shall be soaked up by an acceptable material such as Oil Dry and the
absorbent material disposed of in a proper manner. The spill shall also be
reported immediately to the Contractor's superintendent.
b. Equipment repair, especially when fluids must be removed from the
equipment or the possibility of fluid spills is high, should always be done offsite
at a facility that is more suitable than a construction site to handle spills. When
equipment must be repaired onsite it should be moved to the maintenance and
fueling area if possible. Otherwise, suitable on site containers should be placed
under the equipment during repair to catch any spilled fluids and these fluids
should be disposed of in a proper manner.
c. All reusable fluid containers, such as gasoline cans, shall be inspected for
leaks each time they are used. If leaks are found, the fluid shall be removed
from the container in a proper manner and the container disposed of in an
acceptable manner Empty disposable contain, such as grease tubes and
lubricating oil and brake fluid containers, and their packaging, shall be disposed
of in a proper manner and shall not be left on the ground or in the open on the
construction site.
STOCKPILE
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, fmal 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).
CONSTRUCTION
ENTRANCE/ EXIT
EXISTING CURB AND GUTTER
INDIVIDUAL LOT
STORM WATER POLLUTION PREVENTION DETAIL
NOT -TO -SCALE
B13 cont.
EROSION CONTROL
PLAN LEGEND
PROPERTY LINE/
DRAINAGE SWALE
EXISTING DRAINAGE
FINISHED DRAINAGE
TREE CONSERVATION
SILT FENCING
GRAVEL ENTRANCE/
EXIT PAC
CURB INLET
PROTECTION
DROP INLET
PROTECTION
SOIL SALVAGE AND
UTILIZATION
PERMANENT SEEDING
A4.
LOCAllON MAP
2. Construction Materials and their Packaging
i control measures shown on these plans shall be implemented prior to
lemented
a. Erosion contra easu es s own o e e
P P P
and during construction in the proper sequencing to minimize soil erosion.
Erosion controls shall be inspected and maintained as described elsewhere in
these plans. Excessive dusting of soil on the site shall be minimized by
reducing construction traffic across bare soil during dry and/or windy weather,
and by applying water or other acceptable dust control measures to the soil.
Upon completion of construction and suitable establishment of permanent
vegetation, temporary erosion control measures such as silt fence, check dams
and inlet protection devices shall be removed in a manner to minimize
additional land disturbance. Any areas disturbed by these operations shall be
properly revegetated.
b. Large waste materials created by cutting, sawing, drilling, or other operations
shall be properly disposed of in suitable onsite waste containers. The site shall
be checked at the end of the day, as a minimum, and all waste materials,
including those blown across or off the site by wind, shall be picked up and
disposed of in suitable containers. Where possible, operations such as sawing
that create small particles should be performed in one spot in an area protected
from wind, and waste particles collected and disposed of frequently to minimize
wind dispersal.
Packaging used to transport materials to the site for construction of the facility
shall be disposed of properly, whether the material is taken out of its package
and incorporated into the project immediately or stored onsite for future use.
Packaged materials stored onsite shall be inspected regularly and any loose
packaging shall be repaired or disposed of properly.
c. All dewatering of activities shall be done in accordance to good erosion control
practices. These practices should include the use of dirt bags such as Dandy Dirt
Bags. The use of these types of dewatering devices will remove large quantities
of silt, sediment and dirt and prevent these materials to enter the storm sewer
system.
d. If the use of lime is used to stabilize the soil of the site then all construction
equipment used shall be cleaned of all excess material with water in the
maintenance and refueling area as shown within these plans.
e. Nutrients and fertilizers shall only be used to establish rapid vegetation. When
these products are utilized, the user should pay strict attention to the products
recommended usage.
3. Concrete Waste Water
a. All concrete waster water shall be disposed of in the designated area as shown on
Sheets C300 -C301. This area is a 4' high, 10' diameter doughnut type mulch been which
shall be constructed over a geotextile fabric. This area shall be inspected on a daily basis
as a minimum. When this area becomes full, the pollutants shall be excavated, placed in
an acceptable container and disposed of in a proper manner.
4. Paint Products
a. All excess paint and there related products shall be disposed of in the manner at
which the manufacturer suggest. Under NO circumstances will paint or their related
products be cleaned or disposed of in soil, sanitary sewers, storm sewers, detention basins
or burned. Any violation of this shall be reported to the job superintendent.
In the event of small spills please contact the construction supervisor.
In the event of spills that require removal of soils or other materials, please contact
the construction supervisor, developer, County Surveyor's Office and the Local Fire
Department.
In the event of spills that have potential groundwater or surface water
contamination, please contact the construction supervisor, developer, County Surveyor's
Office, Local Fire Department and IDEM.
See 0 M Manual for all Emergency Numbers.
B14. Monitoring and Maintenance Guidelines for Each Proposed Pollution
Prevention Mea sure: Person in charge of and knowledgeable about erosion and sediment
control shall inspect the site for stormwater pollution prevention deficiencies at least
daily and again within 24 hours of every 1/2 inch rain event.
See Erosion Crontrol Notes on this sheet for specifications.
B15. Erosion and Sediment Control Specifications For Individual Building
Lots: Construction sequence for individual building lots is shown on this sheet.
Stormwater Pollution Prevention Plan
Post Construction Component
Cl. Description of Pollutants and Their Sources Associated with the Proposed
Land Use: Proposed site will be a multifamily subdivision. Potential pollutants
from this type of development include, but are not limited to: fluids and debris from
parked vehicles vehicular traffic which could include: fossil fuels, oil, grease,
antifreeze, brake fluid, window washer fluid, rubber, plastic, metal fragments, grit
(sediment) from wearing of the road surface, trash (including bacteria and other
biological agents contained in the trash) from littering and other types of improper
disposal or storage, and elevated receiving water temperatures from stormwater runoff
contact with impervious surfaces.
C2. &C3. Sequence Describing Stormwater Quality Measure Implementation:
Description of Proposed Post Construction Stormwater Quality Measures:
The post construction measures used to minimize sedimentation in waterways include
swales and detention ponds. The swales will collect runoff from the buildings and a
majority of the pavement. The design of the swales will allow sediment to be partially
infiltrated before storm water enters the designed storm sewer system. Beehive inlets will
prevent large items from entering the storm pipes and leaving the site. The detentions
i to have water in it at all times, will also help ins which is designed o ve w
as c s gn p reduce sediment
and trash by allowing it to drop out prior to leaving the site. The owner also desires to
keep some of the wooded part of the site undisturbed during and after construction,
allowing existing vegetation to help remove sediment during and after construction.
C4. Location, Dimensions, Specifications and Construction Details of Each
Stormwater Quality Measures:
Catch basins, swales, and lake locations are provided on the site development plans.
Details are provided on the Construction Plan Detail sheets.
C5. Description of Maintenance Guidelines for Proposed Post Construction
Water Quality Measures:
Maintenance of all Stormwater pollution prevention measures will be the responsibility of
the project owner, Roehling Enterprises until a point in time in which the Home Owners
Association is established, utilizing procedures outline in the O &M manual for Post
Construction water quality measures. At that point said association shall assume all
maintenance responsibilities. The maintenance guidelines consist mostly of good
housekeeping measures. Any grassed or vegetated areas that experience erosion from
rainfall events should be repaired and revegetated as soon as possible. Trash or litter
should be picked up and properly disposed to prevent it from getting into the storm
drainage system and downstream waterways.
Erosion of the detention pond banks should be addressed as soon as it becomes visible by
filling the eroded area with suitable soil and establishing vegetation immediately,
preferably by sodding, or by seeding and mulching and monitoring until suitable
vegetation is established. The same measure should be used for steep banks of any earth
berm or any other steep area. The detention pond should also be monitored for sediment
coming from the storm drainage system. If the bottom of the pond receives sediment,
indicated by the sediment markers, it should be cleaned out and the source found and
repaired. The elevation of the pond bottom should be checked every 8 to 10 years and, if
significant sediment is encountered, it should be removed from the basin. This should be
done during periods of low rainfall to allow soil stirred up by excavation to settle out
before a rain event. The detention pond outlet should also be protected by adequate
filtration (rip -rap, shown on these plans) to prevent soil from entering the offsite storm
drainage system.
Pavement areas should also be monitored for pollutants. Any large quantity of fluids such
as oil, antifreeze, brake fluid, etc. found on the pavement should be reported to the Home
Owner Association and the source determined, if possible, and removed from the site for
maintenance or repair. Pavements should also be monitored for sediment coming from
vegetated areas that drain onto the pavement. If sediment is found it should be cleaned off
the pavement, and the source of the soil found and repaired as discussed above.
3: 1
A18.
LINE WITH GEOTEXTILE WOVEN FABRIC
#53 STONE
t �C�Z�ri :.r`SI�+
FUELING VEHICLE MAINTENANCE AREA
SECTION "Z" "Z"
NOT -TO -SCALE
(3) 12" MULCH FILLED
EROSION CONTROL LOGS
6 EXCAVATED KEYWAY 6" EXCAVATED KEYWAY
6" MULCH BOTTOM OVER GEOTEXTILE
WASHOUT DETAL WOVEN FABRIC
NOT -TO -SCALE
6" MIN.
SOILS MAP
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ROCK HORSE SHOE DAM DETAIL
NOT -TO -SCALE
EROSION CONTROL NOTES
2 -3" WASHED STONE
(INDOT CA. #2)
1. Fill geotextile bags approximately half full
with 2 to 3 inch stone or mulch.
20' -0" MIN. WIDTH
CONSTRUCTION ENTRANCE DETAIL
2. At a position downslope of the lot and upslope
of the inlet, lay bags tightly in a row curving
upslope from curb and away from inlet.
3. Overlap bags onto the curb and extend a min-
imum of 3 feet into the street.
4. For additional layers, overlap bags with the
row beneath, and leave a one -bag gap in the
middle of the top row to serve as a spillway.
5. Place bags in an are around curb inlets that
are in a sump position.
6. Set up safety /traffic barriers to keep vehicles
from hitting bags, causing possible injury.
7. Inspect and repair as needed, and remove any
accumulated sediments after every storm.
NOT -TO -SCALE
Brookston silty clay loam- this soil is dark colored, silty in texture and on depressional uplands. It is deep and very poorly
drained with moderate permeability. It has high available water for plant growth and high organic matter content. It has
compact till starting at a depth of 40 to 60 inches. The main soil features that affect the urban development uses are seasonal
high water table, high potential frost action, moderate shrink -swell potential, moderate permeability and ponded surface water.
Because of these engineering limitations this site will be constructed as follows. Weston Pointe, being a multifamily
development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current
Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the buildings
within this development be well above the 100yr elevation of the proposed detention basins and therefore be protected
from flooding. All buildings will be of large slab type construction. In cases where a high water table is present special footings
shall be constructed. All roads will have adequate sub -base. All sanitary sewers shall be public and therefore no septic
systems shall be allowed
Crosby silt loam, 0 -3 percent slopes- this soil is light colored, silty in texture and on sloping uplands. It is deep and somewhat
poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil
has compact till starting at a depth between 20 -40 inches. The main soil features that affect urban development uses are
seasonal high water table, moderate shrink -swell potential, high potential frost action and slow permeability.
Because of these engineering limitations this site will be constructed as follows. Weston Pointe, being a multifamily
development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current
Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the buildings
within this development be well above the 100yr elevation of the proposed detention basins and therefore be protected
from flooding. All buildings will be of large slab type construction. In cases where a high water table is present special footings
shall be constructed. All roads will have adequate sub -base. All sanitary sewers shall be public and therefore no septic
systems shall be allowed
Miami silt loam, 2 -6 percent slopes- this soil is light colored, silty in texture and on sloping uplands. It is deep and well drained
with moderate permeability. It has moderate available water for plant growth and a medium organic matter content. It has
compact till starting at a depth between 20 -40 inches. The main soil features that adversely affect urban development uses are
moderate potential frost action, moderate shrink -swell potential, moderately slow permeability, low strength and erosion during
construction.
Because of these engineering limitations this site will be constructed as follows. The foundations and footings used
in this development shall be designed to include foundation drain tiles as to help prevent structural damage from
shrinking and swelling and low strength. There will be no septic fields in this development. All roads will have adequate sub -base.
12" MULCH FILLED LOG
CURB INLET PROTECTION DETAIL
NOT -TO -SCALE
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