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SOILS MAP
YmB2 Miami silt loam, 2 to 6 percent slopes, eroded
This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5
ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation
is hardwoods. The surface layer is silt loam and has moderately low organic
matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in
the most restrictive layer above 60 inches. Available water capacity is moderate
(6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed
areas is 4.5 to 5.5. Droughtiness and water erosion are management concerns for
crop production.
CrA Crosby silt loam, 0 -3 percent slopes - This soil is dark grayish brown 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, roads and streets should be design with adequate drainage to
minimize frost action and dwelling units with basements should have adequate footing and foundation drainage
due to wetness in the soils.
CONSTRUCTION SEQUENCE FOR BUILDING
SITE EROSION CONTROL PRACTICES
NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE
MAINTAINED THROUGHOUT CONSTRUCTION.
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE,
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 Tot 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 Tots disturbed by and individual Tot 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 Tot 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).
Assessment of Stormwater Pollution Prevention Mai
B1 Potential pollutant sources include exposed soils and leaking vehicles and equipment. The measures or
shown on sheet C6.0.
B2 Sequence describing stormwater quality measure implementation relative to land disturbing activities.
1. Notify IDEM and the Hamilton county soil and Water Conservation within 48 hours of starting construe .
2. Post the N01 and contact information for the person onsite responsible for storm water pollution prey,;,
3. Designate the trained individual that will complete the weekly site evaluations.
4. Call the Indiana Underground Plant Protection Systems, Inc. ( "Holey Moley") at 1- 800 - 382 -5544 and C.,
working days before construction takes place.
5. Install perimeter BMP's along south and east property line.
6. After demolition, install construction entrance and remaining perimeter BMP ?s.
7. Start building construction.
Temporary seed all disturbed areas.
8. After completion of mass grading, install sanitary and storm sewers and Aqua - Swirl.
9. Install inlet protection as storm inlets are completed.
10. Complete parking lot, roadway and curbs.
11. Temporary seed all disturbed areas.
12. Complete building, landscape and final seeding.
13. Inspect erosion control measures weekly or following a storm event.
14. Rule 5 requires that all disturbed areas that will potentially be idle for 15 days or more be stabilized t, .
15. Maintain oil erosion and sediment control practices until all disturbed areas are permanently stabilized.
16.
B3 The proposed location of the construction entrance is shown on sheet C6.0. The detail is located on
B4 Silt fence will be installed around the perimeter of the site. Detail for the silt fence is shown on she..;
B5 N/A
B6 Storm sewer inlet protection measure locations and specifications are shown on sheet C6.0.
B7 N/A
B8 N/A
B9 N/A
B10 Stormwater quality measures are shown on sheet C6.0.
Bll Temporary Seeding will be used for temporary surface stabilization. See seasonal soil protection chart
812 Landscaping and permanent seeding will be used for permanent surface stabilization. See seasonal ssa
B13 Material handling and spill prevention plan: In order to minimize the release of potential pollutants der;
Contractor shall review this plan with all subcontractors and require that they implement the plan as well. i
solvents, solid waste and concrete washout.
1. Construction Equipment
involving the addition of
a. Fueling, lubrication and fluids: All operations g fluids to equipment should be dor«
spills. If an onsite fueling tank is planned to be on site, it shall be double walled and stored in this desigi i
event of a spill, the fluid shall immediately be cleaned up by removing the contaminated soil or stone whi_ , ..n
material such as Oil Dry and the absorbent material disposed of in a proper manner. The spill shall also be :,pc
b. Equipment rep a it e sp eciall y when fluids must be r emoved fr om the equipment or the possibility of fluid s� ,
handle spills. When equipment must be repaired onsite it should be moved to the maintenance and fueling
catch any spilled fluids and these fluids should be disposed of in a proper manner.
reusable fluid containers such as gasoline cane shall be inspected c. All sab g sp for leaks each time they are use,:. ,
disposed of in an acceptable manner. Empty disposable containers, such as grease tubes and lubricating oii
left on the ground or in the open on the construction site.
2. Construction Materials and their Packaging
a. Erosion control measures shown on these plans shall be implemented prior to and during construction Ir.
tans. Excessive dusting of soil on the site
described elsewhere in these shall b minimized p g e Imlzed by reducing core .
dust control measures to the soil. Upon completion of construction and suitable establishment of permonen o.
shall be removed in a manner to minimize additional land disturbance. Any areas disturbed by these operati . is
b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposea c,
all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of
performed in one spot in an area protected from wind, and waste particles collected and disposed of frequ
facility shall be disposed of properly, whether the material is taken out of its package and incorporated into
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 ..
will remove large quantities of silt, sediment and dirt and prevent these materials to enter the storm sewc:l
d. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized,
3. Concrete Waste Water
a. All concrete waste water shall be disposed of in the designated area. This area is a 4' high, 10' diamett,
inspected on a daily basis as a minimum. When this area becomes full, the pollutants shall be excavated, I
4. Paint Products
products shall be disposed of in the
a. All excess paint and their related p sp manner at which the manufacture..
sanitary sewers, storm sewers, detention basins or burned. Any violation of this shall be reported to the ju,
Procedures for spills:
1. Barricade the area allowing no vehicles to enter or leave the spill zone.
2. Notify the Carmel Fire Department.
3. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling .
4. Notify waste recovery contractor, maintenance personnel or other personnel as necessary for cleanup.
5. Coordinate and monitor cleanup until complete.
6. Cooperate with the IDEM -OER on procedures and reports involved with the event.
B14 Maintenance guidelines are shown on sheet 7.
B15 N/A
Stormwater Pollution Prevention Plan - Post Cons{
Cl Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation con L.
C2 Stormwater filtration system will be installed at the southwest structure.
C3 A Stormceptor will be installed at the southwest comer of the property to remove pollutants from St.- ri..
C4 Location of Stormceptor is shown on sheet C4.0. Specifications for the Stormceptor are shown on si,,
C5 Owner shall maintain the Stormceptor per manufacturer ?s maintenance guidelines. Stormceptor, Inc. r,
performed in order to develop an appropriate schedule of maintenance.
°� Jruction Component
-at will be initiated to minimize the danger of pollutants entering stormwater are
SEASONAL SOIL PROTECTION CHART
CONS I KUC 1 TUN /5 I UKMWA ILK HULLUTION PLAN INDF - "11P'NT OF CONSTRUCTION PLAN ELEMENTS
JAN.
Al Plan index is shown on this sheet.
MAR.
A2 11 x 17 inch plat will be forwarded under separate cover.
MAY
A3 This project consists of construction of a office building.
JULY
A4 The project location map is located on the cover sheet.
SEPT.
A5 A part of the Northwest Quarter of Section 2, Township 17 North, Range 3 East, Hamilton County, Ir, _717.69 "N, Longitude: - 86' 9'14.51 "W.
NOV.
A6 Location of lot and proposed site improvements is shown on sheet C2.0.
PRACTICE
A7 Hydrologic unit code: 05120201090040
TIB2
A8 There are no State or Federal Water quality permits required.
A9 Points of storm water discharge are shown on Sheet C4.0.
OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE
A10 There are no wetlands, lakes, and water courses on or adjacent to this site.
All The receiving water for this site is Cannel Creek.
Al2 The site will drain to retention pond on the south side of the property.
UNDERMINING DURING CLEANOUT
A13 This site does not lie in a flood hazard zone area, according to flood insurance rate map No. 1805, 2003.
EXISTING INLET PROTECTION
A14 10 year Pre - Construction Estimate of Peak Discharge = 3.81 cfs
PRIOR TO CLEARING AND GRADING
10 year Post Construction Estimate of Peak Discharge = 2.74 cfs
* ///
A15 The adjacent landuse is all commercial and residential.
/ / //f
A16 The location and dimensions of the land disturbance activity are shown on sheet C2.0.
/If►
A17 Existing vegetative cover is shown on sheet C1.0.
YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT
A18 The soils map is shown on sheet C8.0. Existing soils are the following on sheet C8.0.
TOPSOIL STOCKPILE
A19 Storm water system location is shown on sheet C4.0.
PRIOR TO CLEANNING AND GRADING
A20 There are no offsite activities associated with this project.
PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE- SPECIFIC DOWNSLOPE PRACTICES
A21 There are no proposed soil stockpiles, borrow or disposal areas on site.
A22 Existing site topography is shown on sheet C1.0.
_
A23 Final topography is shown on sheet C3.0.
CrA Crosby silt loam, 0 -3 percent slopes - This soil is dark grayish brown 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, roads and streets should be design with adequate drainage to
minimize frost action and dwelling units with basements should have adequate footing and foundation drainage
due to wetness in the soils.
CONSTRUCTION SEQUENCE FOR BUILDING
SITE EROSION CONTROL PRACTICES
NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE
MAINTAINED THROUGHOUT CONSTRUCTION.
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE,
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 Tot 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 Tots disturbed by and individual Tot 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 Tot 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).
Assessment of Stormwater Pollution Prevention Mai
B1 Potential pollutant sources include exposed soils and leaking vehicles and equipment. The measures or
shown on sheet C6.0.
B2 Sequence describing stormwater quality measure implementation relative to land disturbing activities.
1. Notify IDEM and the Hamilton county soil and Water Conservation within 48 hours of starting construe .
2. Post the N01 and contact information for the person onsite responsible for storm water pollution prey,;,
3. Designate the trained individual that will complete the weekly site evaluations.
4. Call the Indiana Underground Plant Protection Systems, Inc. ( "Holey Moley") at 1- 800 - 382 -5544 and C.,
working days before construction takes place.
5. Install perimeter BMP's along south and east property line.
6. After demolition, install construction entrance and remaining perimeter BMP ?s.
7. Start building construction.
Temporary seed all disturbed areas.
8. After completion of mass grading, install sanitary and storm sewers and Aqua - Swirl.
9. Install inlet protection as storm inlets are completed.
10. Complete parking lot, roadway and curbs.
11. Temporary seed all disturbed areas.
12. Complete building, landscape and final seeding.
13. Inspect erosion control measures weekly or following a storm event.
14. Rule 5 requires that all disturbed areas that will potentially be idle for 15 days or more be stabilized t, .
15. Maintain oil erosion and sediment control practices until all disturbed areas are permanently stabilized.
16.
B3 The proposed location of the construction entrance is shown on sheet C6.0. The detail is located on
B4 Silt fence will be installed around the perimeter of the site. Detail for the silt fence is shown on she..;
B5 N/A
B6 Storm sewer inlet protection measure locations and specifications are shown on sheet C6.0.
B7 N/A
B8 N/A
B9 N/A
B10 Stormwater quality measures are shown on sheet C6.0.
Bll Temporary Seeding will be used for temporary surface stabilization. See seasonal soil protection chart
812 Landscaping and permanent seeding will be used for permanent surface stabilization. See seasonal ssa
B13 Material handling and spill prevention plan: In order to minimize the release of potential pollutants der;
Contractor shall review this plan with all subcontractors and require that they implement the plan as well. i
solvents, solid waste and concrete washout.
1. Construction Equipment
involving the addition of
a. Fueling, lubrication and fluids: All operations g fluids to equipment should be dor«
spills. If an onsite fueling tank is planned to be on site, it shall be double walled and stored in this desigi i
event of a spill, the fluid shall immediately be cleaned up by removing the contaminated soil or stone whi_ , ..n
material such as Oil Dry and the absorbent material disposed of in a proper manner. The spill shall also be :,pc
b. Equipment rep a it e sp eciall y when fluids must be r emoved fr om the equipment or the possibility of fluid s� ,
handle spills. When equipment must be repaired onsite it should be moved to the maintenance and fueling
catch any spilled fluids and these fluids should be disposed of in a proper manner.
reusable fluid containers such as gasoline cane shall be inspected c. All sab g sp for leaks each time they are use,:. ,
disposed of in an acceptable manner. Empty disposable containers, such as grease tubes and lubricating oii
left on the ground or in the open on the construction site.
2. Construction Materials and their Packaging
a. Erosion control measures shown on these plans shall be implemented prior to and during construction Ir.
tans. Excessive dusting of soil on the site
described elsewhere in these shall b minimized p g e Imlzed by reducing core .
dust control measures to the soil. Upon completion of construction and suitable establishment of permonen o.
shall be removed in a manner to minimize additional land disturbance. Any areas disturbed by these operati . is
b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposea c,
all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of
performed in one spot in an area protected from wind, and waste particles collected and disposed of frequ
facility shall be disposed of properly, whether the material is taken out of its package and incorporated into
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 ..
will remove large quantities of silt, sediment and dirt and prevent these materials to enter the storm sewc:l
d. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized,
3. Concrete Waste Water
a. All concrete waste water shall be disposed of in the designated area. This area is a 4' high, 10' diamett,
inspected on a daily basis as a minimum. When this area becomes full, the pollutants shall be excavated, I
4. Paint Products
products shall be disposed of in the
a. All excess paint and their related p sp manner at which the manufacture..
sanitary sewers, storm sewers, detention basins or burned. Any violation of this shall be reported to the ju,
Procedures for spills:
1. Barricade the area allowing no vehicles to enter or leave the spill zone.
2. Notify the Carmel Fire Department.
3. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling .
4. Notify waste recovery contractor, maintenance personnel or other personnel as necessary for cleanup.
5. Coordinate and monitor cleanup until complete.
6. Cooperate with the IDEM -OER on procedures and reports involved with the event.
B14 Maintenance guidelines are shown on sheet 7.
B15 N/A
Stormwater Pollution Prevention Plan - Post Cons{
Cl Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation con L.
C2 Stormwater filtration system will be installed at the southwest structure.
C3 A Stormceptor will be installed at the southwest comer of the property to remove pollutants from St.- ri..
C4 Location of Stormceptor is shown on sheet C4.0. Specifications for the Stormceptor are shown on si,,
C5 Owner shall maintain the Stormceptor per manufacturer ?s maintenance guidelines. Stormceptor, Inc. r,
performed in order to develop an appropriate schedule of maintenance.
°� Jruction Component
-at will be initiated to minimize the danger of pollutants entering stormwater are
SEASONAL SOIL PROTECTION CHART
STABILIZATION
JAN.
FEB.
MAR.
APR.
MAY
JUNE
JULY
AUG.
SEPT.
OCT.
NOV.
DEC.
PRACTICE
INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION
SILT FENCE
OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE
PRIOR TO CLEARING AND GRADING
HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID
UNDERMINING DURING CLEANOUT
PERMANENT
EXISTING INLET PROTECTION
A
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
* ///
/ / //I
/ / //f
DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT
/If►
YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT
TOPSOIL STOCKPILE
WITH A SOIL SCIENTIST.)
PRIOR TO CLEANNING AND GRADING
SEEDING
PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE- SPECIFIC DOWNSLOPE PRACTICES
NEEDED TO CONTROL RUNOFF AND SEDIMENTfATION.
_
U)
REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY
BESCREBES AS "SURFACE SOIL" (I.E. A OR AP HORIZON).
ZJ
<
STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH
/.. J
WW
�-
DORMANT
B
w
FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT
Q
U
3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY
._
w
J
MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.)
B
O
IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY
arsI
WW
/
Q
SEEDING
: Q
f�
INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT
e r-11
O
FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET
>
TEMPORARY DIVERSIONS
DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL;
ALONG WITH ROUGH GRADING
TEMPORARY
WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE
C
E
TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS
CL
_r
r�%�
�/ /
W
TEMPORARY SEDIMENT TRAP
DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION
DURING CLEARING AND PRIOR TO GRADING
SEEDING
INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT.
LO
r
W
REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED
r
BY STAKE).
,..
ROCK DAM
CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT,
SODDING
F
**
*//////V//
IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.),
ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM.
MULCHING
IG
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 THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO
BLEND THE SURROUNDING AREA. d. STABILIZE.
A = KENTUCKY BLUEGRASS 100 LBS /ACRE; CREEPING RED FESCUE 100 LBS /ACRE; PLUS 2 TONS STRAW
MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF
TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
B = KENTUCKY BLUEGRASS 120 LBS /ACRE; CREEPING RED FESCUE 120 LBS /ACRE; PLUS 2 TONS STRAW
MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF
TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
C = SPRING OATS 3 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE,
APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
D = WHEAT OR RYE 2 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE,
APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
E = ANNUAL RYEGRASS 40 LBS /ACRE (1 LB /1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF
TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
F = SOD
G = STRAW MULCH 2 TONS /ACRE
* /I/ * IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER
** = IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD
SEASONAL SOIL PROTECTION CHART
SEEDBED PREPARATION:
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT YOUR 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 IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12
� -571 -2648 to check the location of any existing utilities. They should be notified two 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.
immediately.
y,;.trc street C8.0 for seed application.
1,10 Contractor shall implement this material handling and spill prevention plan. The
site include fueling, eouipment repair or service, dewatering, dust control, paints and
;.o that spills are limited to one location on the Site, which will facilitate the cleanup of
....ration is an area that will not allows spilled Iled fluids to migrate into subsurface soils. In the
,f in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable
.:t�jly to the Contractor's superintendent.
_,s always be done offsite at a facility that is more suitable than a construction site to
1;;,,wi.:e, suitable on site containers should be placed under the equipment during repair to
.,a, the fluid shall be removed from the container in a proper manner and the container
,_r..�Aoiners, and their packaging, shall be disposed of in a proper manner and shall not be
r,cing to minimize soil erosion. Erosion controls shall be inspected and maintained as
_,. ass bare soil during dry and /or windy weather, and by applying water or other acceptable
Nary erosion control measures such as silt fence, check dams and inlet protection devices
-i a revegetated.
t� waste containers. The site shall be checked at the end of the day, as a minimum, and
Where possible, operations such as sawing that create small particles should be
dispersal. Packaging used to transport materials to the site for construction of the
teiy or stored onsite for future use. Packaged materials stored onsite shall be
:. ;Ase of dirt bags such as Dandy Dirt Bags. The use of these types of dewatering devices
strict attention to the products recommended usage.
,ulcn berm, which shall be constructed over a geotextile fabric. This area shall be
z container and disposed of in a proper manner.
_', circumstances will paint or their related products be cleaned or disposed of in soil,
,U88) 233 -7745.
r,omponent
,.,i is shown on sheet C7.0.
the first year of operation, quarterly inspection of the Stormwater Treatment Systems be
RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED,
ETC.) IMMEDIATELY.
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY, USE;
STONE ENTRANCE
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL;
PRIOR TO CLEARING AND GRADING
TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND
SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY
INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION
SILT FENCE
OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE
PRIOR TO CLEARING AND GRADING
HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID
UNDERMINING DURING CLEANOUT
EXISTING INLET PROTECTION
WEEKLY, AFTER STORM EVENTS, AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY, AFTER STORM EVENTS, AND AS NEEDED
PRIOR TO CLEARING AND GRADING
DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT
YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT
TOPSOIL STOCKPILE
WITH A SOIL SCIENTIST.)
PRIOR TO CLEANNING AND GRADING
PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE- SPECIFIC DOWNSLOPE PRACTICES
NEEDED TO CONTROL RUNOFF AND SEDIMENTfATION.
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REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY
BESCREBES AS "SURFACE SOIL" (I.E. A OR AP HORIZON).
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STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH
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OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SIL T
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FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT
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3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY
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MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.)
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IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY
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SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER.
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INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT
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FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET
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TEMPORARY DIVERSIONS
DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL;
ALONG WITH ROUGH GRADING
WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE
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TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS
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INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN
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TEMPORARY SEDIMENT TRAP
DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION
DURING CLEARING AND PRIOR TO GRADING
AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP
INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT.
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REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED
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BY STAKE).
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ROCK DAM
CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT,
AFTER ROUGH GRADING
AND REPAIR IMMEDIATELY.
IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE
UPSTREAM FOACE OF DAME.
IF THE BASIN DRAINS TO REPIDLY 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 THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO
BLEND THE SURROUNDING AREA. d. STABILIZE.
INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF
VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER
TEMPORARY SEEDING
STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED
AFTER ROUGH GRADING
WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY
OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED
INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE
STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER
PERMANENT SEEDING
SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE
AFTER FINISH GRADING OF EACH AREA
AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR
SEEDING AND MULCHING
INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH
EROSION CONTROL BLANKET
STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED
AFTER FINISH GRADING
PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET;
INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED
INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT
STRAW BALES
DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL
AFTER FINISH GRADING
NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR
DETERIORATED BALES IMMEDIATELY
INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED
INLET PROTECTION
REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE
AFTER EACH INLET IS PLACED
AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC
SEED, SOD & LANDSCAPE
AROUND UNITS FINISHED
KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
REMOVAL OF STRAW BALES
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
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DATE DESCRIPTION
CLIENT NAME:
WOLFSON YOUNG CORPORATION
MR. RICHARD YOUNG
9510 -1 ROSS LANE
INDIANAOPLIS, INDIANA 46268
(317) 876 -2300
(317) 876 -2313
C 2005 DeBoy Land Development Services, Inc.
DESIGNED: RCB APPROVED: KJR
DRAWN: CLH CHECKED BY: MILD
SCALE: NTS DATE: 06 -30 -06
PROJECT NO.: 2006 -0065
C8.0
OF 12_
PRO,ECT :F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS
DWG: C6.0 SITE EROSION CONTROL DETAILS dwg
PLOTTED BY: R.C. BERGER
DATE Ma sly 03. 4;50;39 PM
6 -30 -06
CITY SUBMITTAL
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CLIENT NAME:
WOLFSON YOUNG CORPORATION
MR. RICHARD YOUNG
9510 -1 ROSS LANE
INDIANAOPLIS, INDIANA 46268
(317) 876 -2300
(317) 876 -2313
C 2005 DeBoy Land Development Services, Inc.
DESIGNED: RCB APPROVED: KJR
DRAWN: CLH CHECKED BY: MILD
SCALE: NTS DATE: 06 -30 -06
PROJECT NO.: 2006 -0065
C8.0
OF 12_
PRO,ECT :F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS
DWG: C6.0 SITE EROSION CONTROL DETAILS dwg
PLOTTED BY: R.C. BERGER
DATE Ma sly 03. 4;50;39 PM