HomeMy WebLinkAboutSWPPP 106th Street over White River + NOS + PreCon Meeting
STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
Pedestrian Bridge Project
106th Street over White River - Pedestrian Bridge
Clay Township, Hamilton County, Indiana
May 3, 2023
Project Owner:
Clay Township, Hamilton County, Indiana
Matthew J. Snyder
1303 East 126th Street, Hamilton County, Indiana
Carmel, Indiana 46032
219-465-3540
msnyder48@gmail.com
On-Site Erosion Control Supervisor:
This information is not known at this time. Contact information
For the On-Site Erosion Control Supervisor will be provided once
available.
Prepared by:
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, Indiana 46250
Page 1
TABLE OF CONTENTS
Section Page
A. Construction Plan – General Plan Components (Section A)………………...............................................5
1. Index of the location of required plan elements in the construction plan………………………………………..5
2. Vicinity Map…………………………………………………………………………………………………………………………………….5
3. Narrative Describing Project Nature and Purpose………………………………………………...............................5
4. Latitude and longitude to the nearest fifteen (15) seconds…………………………………………………..............5
5. Legal Description of the Project Site…………………………………………………………...……………………………………6
6. 11 X 17-inch plat showing building lot numbers/boundaries and road layout/names…......................6
7. Boundaries of the one hundred (100) year floodplains, floodway fringes, and floodways …………......6
8. Land use of all adjacent properties. …………………………………………………………………………………………………6
9. Identification of a U.S. EPA approved or established TMDL. ……….…………………………………………...........6
10. Name(s) of the receiving water(s)………………………………………………………………………………………….…………6
11. Identification of discharges to a water on the current 303(d) list of impaired waters and the
pollutant(s) for which it is impaired….……………………………………………………………………………………………..7
12. Soils map of the predominate soil types…………………..……………………………………………………………………..7
13. Identification and location of all known wetlands, lakes, and water courses on or adjacent to the
project site (construction plan, existing site layout) ………………………………………..................................7
14. Identification of any other state or federal water quality permits or authorizations that are required
for construction activities…….……………………………………………………………..……………………………………………7
15. Identification and delineation of existing cover, including natural buffers…………………………………….…8
16. Existing site topography at an interval appropriate to indicate drainage pattern.…...…......................8
17. Location(s) where run-off enters the project site………………………………………………………………..……………8
18. Location(s) where run-off discharges from the project site prior to land disturbance……………………..8
19. Location of all existing structures on the project site……………………....………………………………………………8
20. Existing permanent retention or detention facilities, including manmade wetlands, designed for the
purpose of stormwater management..…………………………………………………………………………………………...8
21. Locations where stormwater may be directly discharged into ground water, such as abandoned wells,
sinkholes, or karst features …………………………………………………………………….…………………..………………….8
22. Size of the project area expressed in acres …………………………………………………………………….………………8
23. Total expected land disturbance expressed in acres ………………………………………………….……………….....9
24. Proposed Final topography…………………………………….…………………………………………………………………….…9
Page 2
25. Locations and approximate boundaries of all disturbed areas…………………………………………..…………….9
26. Locations, size, and dimensions of all stormwater drainage system such as culverts, stormwater
sewer, and conveyance channels……………………………………………………………………………………….……………9
27. Locations of specific points where stormwater and non-stormwater discharges will leave the project
site………………………………………………………………………………………………………………………………………..…………9
28. Location of all proposed site improvements, including roads, utilities, lot delineation and
identification, proposed structures, and common areas………………………………………………………………….9
29. Location of all on-site and off-site soil stockpiles and borrow areas……………………………………………….10
30. Construction support activities that are expected to be part of the
project…………………………………………………………………………………………………………………….…………………….10
31. Location of any in-stream activities that are planned for the project including, but not limited to
stream crossings and pump arounds………………………………………………………………………………………………10
B. Stormwater Pollution Prevention – Construction Components (Section
B)........................................................................................................................................................1 1
1. Description of the potential pollutant generating sources and pollutants, including all potential non-
stormwater discharges ………………………………………………………………………………………………………….…..…11
2. Stable construction entrance locations and specifications…………………………………………………………….11
3. Specifications for temporary and permanent stabilization................................................................11
4. Sediment control measures for concentrated flow area….…..………………………………………………………..11
5. Sediment control measures for sheet flow areas…………………………………………...................................11
6. Run-off control measures ……………………………………………………………………………………………………..………12
7. Stormwater outlet protection location and specification……………………………………………………………….12
8. Grade stabilization structure locations and specifications…...............................................................12
9. Dewatering applications and management methods..……………………….…………………………………………..12
10. Measures utilized for work within waterbodies……………………….…………………………………………………...12
11. Maintenance guidelines for each proposed stormwater quality measure ………………………………….…13
12. Planned construction sequence that describes the implementation of stormwater quality measures
in relation to land disturbance..…………………………………………………......................................................13
13. Provisions for erosion and sediment control on individual residential building lots regulated under
the proposed project …………………………………………………………………………………………………………….………14
14. Material handling and spill prevention and spill response plan meeting the requirements in 327 IAC
2-6.1..…………………………………………………………………………………………………………………………………………… 14
Page 3
15. Material handling and storage procedures associated with construction activity ………………………...14
C. Stormwater Pollution Prevention: Post Construction Component……............15
1. Description of pollutants and their sources associated with the proposed land use…………..............15
2. Description of proposed post-construction stormwater measures ………………………………………………..15
3. Plan details for each stormwater measures …………………………………………………………………………………..15
4. Sequence describing stormwater measure implementation. ………………………………………………………..15
5. Maintenance guidelines for proposed post-construction stormwater measures ………….……………….15
6. Entity that will be responsible for operation and maintenance of the post-construction stormwater
measures……………………………………………………………………………………………………………………………………….15
Page 4
ATTACHMENTS
Attachment A: Roadway and Erosion Control Plan Set
Cross-Sections
Attachment B: Aerial Mapping
USGS Quadrangle Mapping
Attachment C: FEMA FIRM Map
Attachment D: Soil Mapping
Attachment E: INDOT Standard Specifications and Standard Drawings
Attachment F: Material Handling and Spill Prevention Plan
Page 5
SECTION A
1 . Plan Index
See pages 1-3 of this report.
2. Vicinity Map Showing Project Location
Project location maps are provided in Attachment B. For additional reference, the U.S. Geological Survey
(USGS) 7.5-minute series topographic map is provided in Attachment B to show the immediate vicinity
around the project.
3. Narrative Describing Project Nature and Purpose
A new pedestrian bridge will be constructed over White River to connect the 106th Street trail in Carmel
and Fishers across the river. The new structure will be a 3-span prefabricated steel truss bridge with span
lengths of 150 feet, 200 feet, and 150 feet with reinforced concrete wall piers approximately 4 feet in
width. The structure will have an out-to-out bridge length of 500 feet and an out-to-out coping width of
18 feet. The spill through abutments will have 2:1 sideslopes armored with revetment riprap placed over
a geotextile fabric. The abutments and piers will be skewed 0 degrees to align with streamflow. The
approach trails will meet the existing ground elevations. A temporary construction access crossing will be
placed within the right-of-way on the downstream (west) side of the proposed bridge as well as on the
upstream (east) side of the proposed bridge. It will be completely removed from the floodway upon
completion of the bridge.
Approximately 0.28 miles of approach trail will be constructed to the bridge. The trail contains an asphalt
surface and will be approximately 12 feet wide. Additionally, a new parking lot will be constructed in the
southwest quadrant of the project adjacent to Hazel Dell Parkway.
Cofferdams and dewatering will be required to dry working areas so substructures can be installed in dry
conditions. The approximate location of the coffer dams are shown in Attachment A. Temporary
dewatering measures are expected to be in place less than 4 weeks. The contractor shall verify existing
flowline elevation to set the appropriate pump depth prior to construction and the dewatering hose
positioned so intake does not rest on stream bottom.
This project will be constructed in accordance with the 2022 Indiana Department of Transportation
(INDOT) Standard Specifications, the Indiana Design Manual, and the Indiana Storm Water Quality
Manual. Note that sediment and erosion control measures are subject to change during construction to
meet site conditions. United Consulting shall revise the storm water pollution prevention plan (SWPPP)
as needed to ensure compliance with Indiana Department of Environmental Management Construction
Stormwater General Permit.
Page 6
4. Latitude and Longitude:
Project Latitude: 39°56'25.7" N
Project Longitude: - 86°04'13.3" W
5. Legal Description of the Project Site
The project is located in Sections 24 and 25, Township 18 North, and Range 3 East in Clay Township,
Hamilton County, Indiana
6. 11 x 17 Inch Plat Showing Building Lot Numbers/Boundaries and Road Layout/Names
Lot boundaries, the road layout, and road names are shown in the plan set (Attachment A). Aerial
mapping is also provided in Attachment B.
7. 100-Year Floodplains, Floodways, and Floodway Fringes
One mapped floodplain is located within the project limits. The Federal Emergency Management Agency
(FEMA) flood insurance rate map (FIRM) is provided in Attachment C. The floodplain, associated with
White River, extends through the project limits.
8. Land use of all adjacent properties
The project is located in an urban area within the City of Carmel, Indiana. Adjacent land use is dominated
by recreational and residential land uses. Adjacent land uses are evident on the USGS topographic map
and aerial photography map (Attachment B).
Land uses in the watersheds upstream of the project mirror that of the adjacent parcels described above.
Watersheds are primarily residential and recreational.
9. Identification of a US EPA approved or established TMDL
A comprehensive survey of the West Fork White River (Muncie to Hamilton-Marion County Line)
Watershed was conducted by Indiana Department of Environmental Management (IDEM) in 2004 and
2007. The primary cause of impairment is Escherichia coli bacteria (E. coli). Pollution sources in the
watershed include nonpoint sources from agriculture and pastures, land application of manure and urban
and rural run-off, as well as point sources from straight pipe discharges, home sewage treatment system
disposal and combined sewer overflow outlets.
10. Name of the Receiving Water
There is one receiving water (White River) for this project, with indirect flow via roadside ditches and
various tributaries.
Page 7
11. Identification of discharges to a water on the current 303(d) list of impaired waters and the
pollutant(s) for which it is impaired
The project will discharge storm water into White River which is listed as impaired for Escherichia coli
bacteria.
12. Soils map of the predominate soil types
An approximate project area was delineated using the online U.S. Department of Agriculture (USDA) Web
Soil Survey (Attachment D). There are five soil types within the project limits. Table 1 (below) summarizes
the prevalence of each soil type.
Table 1: Soils within the Project Limits – Hamilton County
Abbreviation Soil Series Percentage in
Project Limits
FnA Fox loam 41.1%
Ge Gessie silt loam 32.2%
OcA Ockley silt loam 2.2%
Sh Shoals silt loam 4.4%
We Westland silty clay loam 11.9%
The soils within the project limits consist of silt loam and silty clay loam soils. The majority of the soils are
well drained with small areas of poorly drained soils. Appropriate erosion and sediment control measures
will be employed to contain any eroded soils. Suitable fill material will be used to complete soil capping
for embankment stabilization. Appropriate methods to limit wind erosion, including the use of water
trucks (if necessary), will be employed.
13. Identification and location of all known wetlands, lakes, and water courses on or adjacent to
the project site (construction plan, existing site layout)
Wetlands: There are no wetlands located within or adjacent to the project limits. According to the Aerial
Map (Attachment B) and the National Wetlands Inventory Mapper
(https://www.fws.gov/wetlands/Data/Mapper.html) there are no wetlands within or adjacent to the
project limits.
Lakes: There are no lakes located adjacent to the project limits. According to the Aerial Map (Attachment
B) and the National Wetlands Inventory Mapper (https://www.fws.gov/wetlands/Data/Mapper.html),.
Watercourses: The project crosses White River and is adjacent Bluewoods Creek. According to the Aerial
Map (Attachment B) and the National Wetlands Inventory Mapper
(https://www.fws.gov/wetlands/Data/Mapper.html).
Page 8
14. Identification of any other state or federal water quality permits or authorizations that are
required for construction activities
United Consulting, on behalf of Clay Township, conducted a desktop review of the site for the presence
of streams and wetlands within the project limits. According to the Aerial Map (Attachment B) and the
National Wetlands Inventory Mapper (https://www.fws.gov/wetlands/Data/Mapper.html) there are no
wetlands within or adjacent to the project limits.
The project will require an IDEM Section 401 Water Quality Certification, US Army Corps of Engineers
Section 404 Permit and IDNR Construction in a Floodway Permit.
15. Identification and delineation of existing cover, including natural buffers
The project area, outside of existing pavement, consists of mowed lawns and with trees and shrubs and
successional forest. Aerial photography (Attachment B) also shows the general vegetation types.
16. Existing site topography at an interval appropriate to indicate drainage patterns
Existing contours of the construction area are provided on the layout plan/profile sheets within the project
plan set (Attachment A).
17. Location(s) where run-off enters the project site
Stormwater enters the site from the east and west through existing channels and can be seen on the
construction plan sets in Appendix A.
18. Location(s) where run-off discharges from the project site prior to land disturbance
Existing channels, ditches and culverts directing stormwater discharge off-site is shown on the
construction plan set (Appendix A).
19. Location of all existing structures on the project site
All existing structures including buildings, and other existing infrastructure are shown in the construction
plan set (Appendix F).
20. Existing permanent retention or detention facilities, including manmade wetlands, designed for
the purpose of stormwater management
No storm water system is proposed. The use of temporary silt fence, filter sock, and temporary pipe inlet
protection. Locations and specifications for these are shown in the erosion control plan set (Attachment
A).
Page 9
21. Locations where stormwater may be directly discharged into ground water, such as abandoned
wells, sinkholes, or karst features:
Discharge to groundwater may occur through natural surface infiltration. There are no private or public
wells located within or adjacent to the project limits. No new wells are proposed as a part of this project.
22. Size of the project area expressed in acres
The project area encompasses 8.22 acres.
23. Total expected land disturbance expressed in acres
The area of land disturbance will total 2.74 acres. The beginning and ending extents are delineated in the
construction plan sets in Appendix A.
24. Proposed final topography
The final topography is critical to properly plan project stormwater management measures. This item is
typically related to how grading will occur onsite as construction progresses until final grades are
achieved. Site topography may be depicted in multiple ways such as continuous contour lines and spot
elevations if there are a sufficient number of locations to be able to demonstrate the site topography. A
graphical profile view of the project may also be acceptable for highway, road, utility, and other linear
projects.
25. Locations and approximate boundaries of all disturbed areas
The plan should identify the construction limits of the project. If disturbance boundaries are not identified
inside of the project boundary, it will be assumed that the entire site as being disturbed for the purposes
of evaluating the proposed stormwater quality measures. Construction limits are critical in determining
the appropriate measures to manage run-off and control sediment. Areas such as unused right-of-way
outside construction limits must be clearly delineated as off-limits to disturbance.
26. Locations, size, and dimensions of all stormwater drainage system such as culverts,
stormwater sewer, and conveyance channels
No storm water system is proposed. The use of temporary silt fence, filter sock, and temporary pipe
inlet protection. Locations and specifications for these are shown in the erosion control plan set
(Attachment A).
27. Locations of specific points where stormwater and non-stormwater discharges will leave the
project site
Stormwater will outlet onto riprap slopes north of the bridge carrying 106th Street over White River.
Specific locations where concentrated storm water exits the project right-of-way are shown in the project
plans (Attachment A) and have been itemized below:
Page 10
- Station 22+00
- Station 24+00
28 Location of all proposed site improvements, including roads, utilities, lot delineation and
identification, proposed structures, and common area.
Lot boundaries and utilities are shown in the plan set (Attachment A). The construction limits, showing
the extent of the proposed improvements, are illustrated in the erosion control plan set within
Attachment A, as well.
29. Location of all on-site and off-site soil stockpiles and borrow area
The location of any proposed offsite soil stockpiles, borrow, and/or disposal areas associated with this
project are left up to the contractor. The contractor will make arrangements offsite to obtain borrow.
30. Construction support activities that are expected to be part of the project
The location of storage and staging areas will be determined by the Contractor.
31. Location of any in-stream activities that are planned for the project including, but not limited
to, stream crossings and pump arounds
The proposed trail will extend east from 106th Street through a wooded area, generally following the path
of Blue Woods Creek, before spanning White River and tying into an existing trail at the Fishers Heritage
Park at White River. The proposed structure will have a width of 16.0 feet, and an out-to-out bridge deck
length of 514.5 feet. The bridge will provide a 500.0 foot waterway opening. The location of Pier No. 2
and Pier No. 3 are within White River, and will pose a permanent impact below the Ordinary High Water
Mark (OHWM) elevation of White River. Each pier will constitute a 32.0 linear foot impact (0.02 acre,
35.55 cyds.) below the OHWM. Total cumulative permanent stream impact will be approximately 32.0
linear feet, with 0.04 acre (71.1 cubic yards of fill) being impacted below the OHWM as a result of pier
construction. Temporary impacts including the use of cofferdams for temporary dewatering will occur,
and are expected to involve approximately 40.0 linear feet of total impact (0.06 acre, 11.85 cyds) below
OHWM as a result of sheet-pile cofferdams
Page 11
Section B
1. Description of the potential pollutant generating sources and pollutants, including all potential
non-stormwater discharges
The primary potential pollutant sources associated with the proposed bridge replacement and roadway
construction are sediment associated with disturbed soil, leaking construction equipment, fuel spills
during refueling operations, garbage/litter, and concrete from truck washouts. The concrete will be
designed by the contractor in accordance with the Indiana Stormwater Quality Manual Section 710.03.
The contractor will install appropriate erosion and sediment control measures to prevent sediment from
migrating off-site. Leaking equipment, refueling spills, and garbage/litter issues will be prevented by
implementing an effective material handling and spill prevention plan.
2. Stable Construction Entrance Locations and Specifications
There will be one stable construction entrance utilized to provide temporary access during project
construction. The stable construction entrance will be located between Station 19+00 and 22+00 Line "PR-
A-3. The stable construction entrance will be no more than 30 feet in width. The stable construction
entrance will be installed per INDOT Standard Drawing E 205-TECP-12 (Attachment E).
3. Specifications for temporary and permanent stabilization
Temporary pipe inlet protection will be used for the inlets of existing and proposed pipes within the
project limits. See erosion control details in the construction plan set (Appendix A) and INDOT
Specifications and Standard Drawings (Appendix E).
4. Sediment Control Measures for Concentrated Flow Areas
Concentrated flow is anticipated at the culvert under the parking lot approach, Station 10+50 “PR-A-3”,
Station 15+0 “PR-A-3, 15+15 “PR-A-3”, 17+87 “PR-A-3”, and Station 18+0 “PR-A-3”. Temporary Pipe inlet
protection will be installed in the areas of concentrated rated flow. A temporary silt fence and filter sock
installed around the perimeter of the project area will ensure sediment stays within the project area. The
locations of these measures are shown in the erosion control plan sheets (Attachment A). The temporary
filter sock, temporary pipe inlet protection and temporary silt fence will be installed and maintained in
accordance with Section 205 of the 2022 Standard Specifications and the INDOT standard drawings
(Attachment E).
5. Sediment Control Measures for Sheet Flow Areas
Prior to any grading and/or excavation, the contractor will install a temporary silt fence along the
perimeter of the construction limits. Filter sock will be placed along the perimeter in the vicinity White
River and Bluewoods Creek.
Page 12
The temporary silt fence and filter sock will be placed so as not to hinder construction operations. The
contractor will maintain this measure by removing collected sediment and replacing any damaged
segments. If sediment loading is causing the perimeter protection to fail, the deposited sediment will be
removed. Temporary silt fence will remain in place until the construction activities in the area are
complete, and the site has been permanently stabilized. Temporary silt fence and filter sock will be
installed and maintained in accordance with Section 205 of the 2022 Standard Specifications and the
INDOT standard drawings (Attachment E).
To prevent erosion from occurring, temporary seed and temporary mulch will be used in sheet flow areas
during construction. This will also be used in all locations where trees and shrubs are cleared within the
construction limits. Sodding will be applied Disturbed areas that are inactive for more than seven days
will be stabilized with these materials. Areas outside of the construction limits, but within City of Carmel
right-of-way, will be left undisturbed to prevent erosion and act as a filter strip.
7. Run-off Control Measures
Pipe inlet protection will be used at all open ended pipes to control erosion from concentrated flow. See
Erosion Control Details in the construction plan set (Appendix A) and INDOT Specifications and Standard
Drawings (Appendix E).
8. Storm Sewer Inlet Protection Measure Locations and Specifications
Storm sewers do not exist within the project limits. As a result, storm sewer inlet protection does not
apply.
8. Storm Water Outlet Protection Specifications
Storm Water Outlet Protection Specifications will not be necessary for this project.
9. Dewatering applications and management methods
A Temporary pump around and sheet pile cofferdam will be required during the construction of the
bridge pier (Attachment A). The pump around is expected to be in place for approximately 4 weeks.
10. Measures utilized for work within waterbodies
Temporary impacts including the use of cofferdams for temporary dewatering will occur, and are expected
to involve approximately 40.0 linear feet of total impact (0.06 acre, 11.85 cyds) below OHWM as a result
of sheet-pile cofferdams.
11. Maintenance guidelines for each proposed stormwater quality measure.
During construction, storm water quality measures will be maintained in working order. The contractor
will implement a self-monitoring program. All erosion and sediment control measures will be inspected
Page 13
per Section 205.07 of the INDOT Standard Specifications (Attachment E). This requires inspections once
every seven (7) days and after every half inch rain event. Inspections, using the form specified in 108-c-
192d (Attachment E), will be documented and records maintained by the contractor. These records will
address the maintenance needs of each measure and identify additional measures necessary to remain in
compliance with applicable statutes and rules. Temporary measures requiring maintenance will be
returned to working conditions within 48 hours of the inspection. Evaluation reports will be made
available to the inspecting authority within 48 hours of a request. Specific measure maintenance is as
follows:
- Temporary silt fence and filter sock will be replaced if the fabric tears, starts to decompose, or
becomes ineffective. Deposited sediment will be removed when it reaches half the fence height
at its lowest point. Sediment removed during routine maintenance will be placed in an upland
area and mulched.
- Erosion control blankets shall be unrolled parallel to the primary direction of flow and placed in
direct contact with the soil surface. Erosion control blankets shall not bridge over surface
inconsistencies, and the edges of adjacent erosion control blankets shall be overlapped by 2 to 4
inches. Staples shall be placed to prevent seam separation in accordance with the manufacturer’s
recommendations.
Final stabilization of the project site will be achieved when land disturbing activities have been completed
and a vegetative density of seventy percent (70%) has been established on unpaved areas and areas not
covered by permanent structures.
The contractor will inform general contractors, construction management firms, grading or excavating
contractors, and utility contractors of the conditions and standards of this SWPPP as well as its schedule
for implementation.
The contractor will post a notice near the main entrance of the project site. The notice will be placed in a
publicly accessible location near the project field office. The notice will be maintained in a legible condition
and contain the following information: copy of the completed NOI letter, NPDES permit number, company
name, contact telephone number, and email address, and address of the project site owner. The notice
will remain posted at the site until the permit has been terminated.
12. Planned construction sequence that describes the implementation of stormwater quality
measures in relation to land disturbance
Inlet protections, scour protection, concentrated flow protections, and sheet flow protection shall be
installed prior to commencing land disturbing activities. Non-vegetated areas that are scheduled or likely
to be left inactive for seven (7) days or more will be temporarily stabilized with temporary seed and
temporary mulch per INDOT Standard Specification section 205 in Appendix E. Erosion and sediment
control measures for all existing structures shall be installed on all contract areas prior to any land
disturbance commences. As permanent stormwater structures are installed, temporary measures shall be
installed as needed. Upon completion of construction the temporary erosion control measures will be
removed.
Page 14
A Storm Water Quality Control Plan (SWQCP) shall be submitted to the Engineer for and a pre-disturbance
meeting shall be held not more than 30 days prior to the start of land-disturbing activities. See Appendix
E for more details.
13. Provisions for erosion and sediment control on individual residential building lots regulated
under the proposed project
This section does not apply to this construction contract.
14. Material handling and spill prevention and spill response plan meeting the requirements in 327
IAC 2-6.1
A material handling and spill prevention plan is provided in Attachment F. Notification to IDEM will occur
immediately following the discovery of a discharge via the twenty-four (24) hour emergency spill response
number (1-888-233-7745).
15. Material handling and storage procedures associated with construction activity
A material handling and spill prevention plan is provided in Attachment F. Notification to IDEM will occur
immediately following the discovery of a discharge via the twenty-four (24) hour emergency spill response
number (1-888-233-774
Page 15
Section C
1. Description of Pollutants and Their Sources Associated with the Proposed Land Use
The land use will not be changed by the proposed project. Post-construction pollutants associated with
roadways are typically grit from the natural wear of the road surface and/or deposited by vehicles, rubber
fragments from tires, brake dust from vehicles, litter, salt from de-icing operations, and oil and fuel
spills/leaks from vehicles.
2. Description of Proposed Post-Construction Storm Water Quality Measures
Permanent seed, sodding, and erosion control blankets are expected to provide permanent stabilization.
Riprap drainage turnouts will provide stability against concentrated flow, which will cause erosion without
this protection. Stormwater Quality Devices shall be installed prior to the direct outlet to natural waterways.
A SWQCP is to be submitted by the Contractor to the Engineer per INDOT Standard Specifications section
205. See Appendix E for more details.
3. Plan details for each stormwater measure
The erosion control plan set shows the locations for riprap check dams, inlet protection, silt fence and re-
seeding measures (Attachment A). Measures will be installed in accordance with 2022 INDOT Standard
Specifications.
4. Sequence Describing Storm Water Quality Measure Implementation
All temporary erosion and sediment control measures will be installed prior to any earthwork activities.
Temporary erosion and sediment control measures will be removed following completion of the final
approach pavement tie-in. Permanent seed, mulch, and erosion control blankets will provide site
stabilization for most of the project.
5. Maintenance guidelines for proposed post-construction stormwater measures
The contractor will be responsible for achieving stabilization required to file a Notice of Termination
(NOT). After the NOT is approved, Clay Township, Hamilton County will be responsible for ensuring the
continual growth seed. Clay Township will also be responsible for making any necessary repairs to the
riprap at the drainage turnouts. Finally, Clay Township, Hamilton County will be responsible for
maintenance activities such as mowing and litter removal.
6. Entity that will be responsible for operation and maintenance of the post-construction stormwater
measures
After the NOT is approved, the maintenance of this facility will be the responsibility of Hamilton County-
Clay Township.
P.C. Sta. 11+50.99 Line "PR-A-3"
Northing: 1709273.10
Easting: 213875.69
P.C. Sta. 18+67.07 Line "PR-A-3"
Northing: 1709556.52
Easting: 214528.84
P.C. Sta. 21+51.10 Line "PR-A-3"
Northing: 1709582.35
Easting: 214808.95
P.T. Sta. 12+75.38 Line "PR-A-3"
Northing: 1709298.93
Easting: 213996.16
P.T. Sta. 19+84.33 Line "PR-A-3"
Northing: 1709582.45
Easting: 214642.18
P.T. Sta. 21+83.15 Line "PR-A-3"
Northing: 1709568.99
Easting: 214836.92
P.I. Sta. 12+14.40 "PR-A-3"
Δ = 27°24'41" Lt.
Northing: 1709271.32
Easting: 213939.07
Line "PR-A-3"
Line "
P
R
-
A
-
3
"
Line "PR-A-3"
S
3
8
°
5
8
'
0
0
"
E
S 89°58'00" E
S 88°23'44" E
N 64°1
1'
3
4
"
E
P.I. Sta. 21+68.27 "PR-A-3"
Δ = 51°00'00" Rt.
Northing: 1709582.34
Easting: 214826.12
Begin Construction
Sta. 9+62.38 Line "PR-A-3"
Northing: 1709278.38
Easting: 213687.16
End Construction
Sta. 27+52.98 Line "PR-A-3"
Northing: 1709125.94
Easting: 215195.27
Section 9, T17N, R4E
Clay Township
Hamilton County, IN
Section 9, T17N, R4E
Clay Township
Hamilton County, IN
Section 4, T17N, R4E
Clay Township
Hamilton County, IN
12+00P.I. Sta. 12+26.48 "PR-A-4"
Δ = 101°12'32" Rt.
Northing: 1709233.77
Easting: 215161.02
P.I. Sta. 19+26.72 "PR-A-3"
Δ = 25°50'26" Rt.
Northing: 1709582.48
Easting: 214582.53
Str. No. 10
106' of 36" Type 1 Pipe Req'd.
+50.0 "PR-A-3",
Str. No. 11
47' of 18" Type 1 Pipe Req'd.
+15.0 "PR-A-3",
Str. No. 12
40' of 24" Type 1 Pipe Req'd.
+87.0 "PR-A-3",
C
o
n
s
t
.
L
im
i
t
s
N: 1709279.4756
E: 213647.950910+0015+0020+0025+00735735735
730
730
735740735740735
730
730
730730
730 7307257207207257307
3
0 730730730730715
715
725
730
720
735Section 10, T17N, R4E
Clay Township
Hamilton County, IN
N3
8
°5
2
'
3
0
"W
106th St.Hazel Dell Pkwy.White
Ri
v
er
Concrete Washout Area
Temporary Construction Ingress/Egress Pad
+85.00 "PR-A-3", Str. No. 13
4 x 77' of 4.5' x 3' Box Culverts1.40%
0.64%
2.01%
125'125'
2.90%
Sod-Lined
Channel
Sod-Lined
Channel
Water Flow
Over Trail
+25.00
High Point
Sod-Lined
Channel
+09.87
High Point
1.47%
Sod-Lined
Channel
9+23
10+00
11+00 12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00 21+00
2
2+
0
0
2
3+
0
0
2
4+
0
0
2
5+
0
0
2
6+
0
0
2
7+
0
0
Line "
P
R
-
A
-
3
"
0.56%
0.99%
Slope Drain
& Splashpad
Slope Drain
& Splashpad
L
i
n
e
"
PR
-A
-
3
"
&
L
i
n
e
"
PR
-B
"
L
i
n
e
"
PR
-A
-
3
"
SP
Sump Pit
Dewatering Pump
Sheet Pile
Cofferdam(Constructed by Others)S
P Sump
P
i
t
Dew
a
t
e
r
i
n
g
P
um
p
S
h
e
e
t
P
i
l
e
C
o
f
f
e
r
d
am
Matc
hli
n
e -
Sta.
2
4
+
7
5
Sod-Lined
Channel
File Name: P:\RD\C3D\22-409 106th St Trail over White River\Road\Dwg\Plans\Erosion Control Details.dwg Plot Date: 2/13/2023 Plotted By: Andrew Wolka8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKATWMAC
BJP BJP
1 = 50'
N/A
-
-
-
-
13 30
-
EROSION CONTROL DETAILS
LINE "PR-A-3"
CLAY
TOWNSHIP1.0'4.0'
4:1
Sod
4:1
Sod-Lined Channel Detail
0.28%
3' Flat-Bottom Ditch
0.53%
3' Flat-Bottom Ditch
1. Silt fence shall be installed prior to any land disturbing activities. Temporary
Filter Tube/Filter Sock shall be installed as ditch grading is completed.
2. Temporary seeding shall be placed on disturbed areas that are expected to
be undisturbed for over 7 days.
3. Temporary erosion control measures shall be removed as permanent erosion
control measures are installed.
4. Refer to Plan & Profile sheets for permanent erosion control measures.
5. The entire project is within the floodplain.
6. Tree removal shall be minimized and limited to trees within the construction
limits.
7. Q100 velocities from culverts do not require riprap at the culvert ends.
TEMPORARY EROSION CONTROL NOTES
TEMPORARY EROSION CONTROL LEGEND
Temporary Pipe Inlet Protection
Erosion Control Blanket
Temporary Silt Fence
Mulched Seeding, Type U
Temporary Filter Tube/Filter Sock 8 in.
COFFERDAM & DEWATERING NOTES
1. Cofferdams and dewatering will be required to dry
working areas so substructures can be installed in
dry conditions.
2. Cofferdams shown are part of documentation
included for permit approval.
3. Temporary dewatering measures are expected to
be in place less than 3 months.
4. Contractor shall verify existing flowline elevation to
set the appropriate pump depth prior to
construction.
5. Dewatering hose positioned so intake does not rest
on stream bed.
Attachment A
P.C. Sta. 18+67.07 Line "PR-A-3"
Northing: 1709556.52
Easting: 214528.84
P.C. Sta. 21+51.10 Line "PR-A-3"
Northing: 1709582.35
Easting: 214808.95
P.T. Sta. 19+84.33 Line "PR-A-3"
Northing: 1709582.45
Easting: 214642.18
P.T. Sta. 21+83.15 Line "PR-A-3"
Northing: 1709568.99
Easting: 214836.92
Line "PR-A-3"Line "PR-A-3"S 38°58'00" E
S 89°58'00" EN 64°11'34" EP.I. Sta. 21+68.27 "PR-A-3"
Δ = 51°00'00" Rt.
Northing: 1709582.34
Easting: 214826.12
End Construction
Sta. 27+52.98 Line "PR-A-3"
Northing: 1709125.94
Easting: 215195.27
Section 9, T17N, R4E
Clay Township
Hamilton County, IN
Section 4, T17N, R4E
Clay Township
Hamilton County, IN
P.C. Sta. 10+28.29 Line "PR-A-4"
Northing: 1709069.65
Easting: 215265.29
P.C. Sta. 11+53.43 Line "PR-A-4"
Northing: 1709176.90
Easting: 215206.87
P.T. Sta. 10+95.64 Line "PR-A-4"
Northing: 1709131.91
Easting: 215243.14
P.T. Sta. 12+59.41 Line "PR-A-4"
Northing: 1709267.70
Easting: 215225.73
1
0
+
0
0
11+00
1
2
+
0
013+00P.I. Sta. 12+26.48 "PR-A-4"
Δ = 101°12'32" Rt.
Northing: 1709233.77
Easting: 215161.02
P.I. Sta. 10+63.30 "PR-A-4"
Δ = 38°35'07" Lt.
P.I. Sta. 19+26.72 "PR-A-3"
Δ = 25°50'26" Rt.
Northing: 1709582.48
Easting: 214582.53
Line "PR-A-4"
N 38°52'30" WN 62°20'01" EN
0
°
1
7
'
2
3
"
W
Const. Limits
15+0020+00735730730730730730730730725720720725730730730730730
730730730715715725730720735
7
3
5
735
Section 10, T17N, R4E
Clay Township
Hamilton County, IN
N38°52'30"WWhite River+85.00 "PR-A-3", Str. No. 134 x 77' of 4.5' x 3' Box Culverts1.40%0.64%2.01%Sod-LinedChannelWater FlowOver Trail+25.00
High PointSod-LinedChannel+09.87
High Point1.47%Sod-LinedChannel27+53
16+0017+0018+0019+0020+0021+0022+00 23+00
24+00
25+00
26+00
27+00
Line "PR-A-3"0.99%Line "PR-A-4"Li
n
e
"
P
R
-
A
-
4
"
Line "PR-A-3" &
Line "PR-B"Line "PR-A-3"SPSump PitDewatering PumpSheet PileCofferdamS
P
Sump Pit
Dewatering PumpSheet Pile
CofferdamMatchline - Sta. 24+75File Name: P:\RD\C3D\22-409 106th St Trail over White River\Road\Dwg\Plans\Erosion Control Details.dwg Plot Date: 2/13/2023 Plotted By: Andrew Wolka8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKATWMAC
BJP BJP
1 = 50'
N/A
-
-
-
-
14 30
-
EROSION CONTROL DETAILS
LINE "PR-A-3" & "PR-A-4"
CLAY
TOWNSHIP
1. Silt fence shall be installed prior to any land disturbing activities. Temporary
Filter Tube/Filter Sock shall be installed as ditch grading is completed.
2. Temporary seeding shall be placed on disturbed areas that are expected to
be undisturbed for over 7 days.
3. Temporary erosion control measures shall be removed as permanent erosion
control measures are installed.
4. Refer to Plan & Profile sheets for permanent erosion control measures.
5. The entire project is within the floodplain.
6. Tree removal shall be minimized and limited to trees within the construction
limits.
7. Q100 velocities from culverts do not require riprap at the culvert ends.
TEMPORARY EROSION CONTROL NOTES
TEMPORARY EROSION CONTROL LEGEND
Temporary Pipe Inlet Protection
Erosion Control Blanket
Temporary Silt Fence
Mulched Seeding, Type U
Temporary Filter Tube/Filter Sock 8 in.
COFFERDAM & DEWATERING NOTES
1. Cofferdams and dewatering will be required to dry
working areas so substructures can be installed in
dry conditions.
2. Cofferdams shown are part of documentation
included for permit approval.
3. Temporary dewatering measures are expected to
be in place less than 3 months.
4. Contractor shall verify existing flowline elevation to
set the appropriate pump depth prior to
construction.
5. Dewatering hose positioned so intake does not rest
on stream bed.
Attachment A
HAZEL DELL PKYE 106TH ST
BRISTLECONE DRº
Exhibit 1 - Aerial Photography Map
Pedestrian Bridge Project
106th Street over White River – Pedestrian Bridge
Clay Township, Hamilton County, Indiana
00.10.20.05
Miles
Legend
Investigation Area
NHD Hydrography Classified Local Res
NHD Hydrography - Unclassified Local Res 2017 Aerial Imagery
Investigation Area
White River
OHWM Measurement Location:
Width: 190 feet
Depth: 8 feet
Coordinates: 39.940856°, -86.069604°
Blue Woods Creek
OHWM Measurement Location:
Width: 12 feet
Depth: 1 foot
Coordinates: 39.941103°, -86.071408°
Attachment B
So urces: Esri, HERE, Garm in , U SGS, In term ap, INCREMENT P, NRCan , Esri Japan , METI, Esri Ch in a(Ho n g Ko n g), Esri Ko rea, Esri (Th ailan d), NGCC, (c) Open StreetMap co n tributo rs, an d th e GIS U serCo m m un ity
º
0 0.75 1.50.375 Miles
In vestigatio n Area
Legend
In vestigatio n Area
Attachment B
Exhibit 2 - USGS Topographic Map
Pedestrian Bridge Project
106th Street over White River
Hamilton County, Indiana
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China
(Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User
Community
º
Exhibit 3 - USGS Topographic Map (1:2,500)
Pedestrian Bridge Project
106th Street over White River
Hamilton County, Indiana
0 0.08 0.160.04 Miles
Investigation Area
Legend
Investigation Area
Attachment B
HAZEL DELL PKYE 106TH ST
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
º
Exhibit 4 - DNR Floodplain Map
Pedestrian Bridge Project
106th Street over White River – Pedestrian Bridge
Clay Township, Hamilton County, Indiana
0 0.07 0.140.035
Miles
2017 Aerial Imagery
Investigation Area
White River
Blue Woods Creek
Legend
Investigation Area
FEMA Zone AE Floodway; FEMA Administrative Floodway
FEMA Zone AE Floodway; FEMA Administrative Floodway
DNR Detailed Floodway
DNR Approximate Floodway
DNR Approximate Floodway
FEMA Zone A
FEMA Zone A
FEMA Zone AE
FEMA Zone AE
DNR Detailed Fringe
DNR Approximate Fringe
DNR Approximate Fringe
Additional Floodplain Area; DNR .2 Percent Flood Hazard
Additional Floodplain Area; DNR .2 Percent Flood Hazard
Additional Floodplain Area; DNR .2 Percent Flood Hazard
Additional Floodplain Area; DNR .2 Percent Flood Hazard
FEMA Protected by Levee
FEMA Floodplain - Ponding (Depth)
FEMA Floodplain - Sheet Flow (Depth)
Attachment C
Exhibit 7 - Hydric Rating Map
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
6/3/2022
Page 1 of 54421440442151044215804421650442172044217904421860442151044215804421650442172044217904421860579010579080579150579220579290579360579430579500579570579640
579010 579080 579150 579220 579290 579360 579430 579500 579570 579640
39° 56' 35'' N 86° 4' 31'' W39° 56' 35'' N86° 4' 3'' W39° 56' 21'' N
86° 4' 31'' W39° 56' 21'' N
86° 4' 3'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84
0 100 200 400 600
Feet
0 40 80 160 240
Meters
Map Scale: 1:2,980 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
Attachment D
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
Hydric (100%)
Hydric (66 to 99%)
Hydric (33 to 65%)
Hydric (1 to 32%)
Not Hydric (0%)
Not rated or not available
Soil Rating Lines
Hydric (100%)
Hydric (66 to 99%)
Hydric (33 to 65%)
Hydric (1 to 32%)
Not Hydric (0%)
Not rated or not available
Soil Rating Points
Hydric (100%)
Hydric (66 to 99%)
Hydric (33 to 65%)
Hydric (1 to 32%)
Not Hydric (0%)
Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Hamilton County, Indiana
Survey Area Data: Version 22, Sep 9, 2021
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Aug 1, 2018—Sep
30, 2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Exhibit 7 - Hydric Rating Map
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
6/3/2022
Page 2 of 5
Attachment D
Hydric Rating by Map Unit
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
FnA Fox loam, 0 to 2 percent
slopes
4 5.9 41.1%
Ge Gessie silt loam, 0 to 2
percent slopes,
frequently flooded,
brief duration
0 4.6 32.2%
OcA Ockley silt loam, 0 to 2
percent slopes
0 0.3 2.2%
Sh Shoals silt loam, 0 to 2
percent slopes,
frequently flooded,
brief duration
4 0.6 4.4%
W Water 0 1.2 8.2%
We Westland silty clay loam,
0 to 2 percent slopes
94 1.7 11.9%
Totals for Area of Interest 14.4 100.0%
Exhibit 7 - Hydric Rating Map
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
6/3/2022
Page 3 of 5
Attachment D
Filter Sock
Flow
Flow
Flow
Flow
Flow
SOIL APPLICATIONS
INLET PROTECTION
Section
Pipe End
Overlap
2' (min.)
Overlap
2' (min.)
Filter Sock
Filter Sock
Flow
Flow
Flow
Overlap
2' (min.)
FlowFlow
Flow
Flow
Flow
Flow
Flow Flow
6
at ends and at 3' spacing
30lb. gravel or sand bags
Filter sock with weighted
INLET PROTECTION
PAVEMENT APPLICATIONS
Overlap
2' (min.)
at ends and at 3' spacing
30 lb. gravel or sand bags
Filter sock with weighted
6
E 205-TECD-02
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2019
PROTECTION, FILTER SOCK
TEMPORARY INLET
upon a lane open to traffic.
closed to traffic. Inlet protection shall not cause water to encroach
6 Inlet protection shall be used within a lane or shoulder only when
stable.
5. Inlet protection shall be removed after the surrounding area becomes
identified after each storm event.
4. Sediment and gravel deposited on roadways shall be removed once
of the filter sock depth has been filled or as directed.
days and after each storm event. Sediment shall be removed when 1/3
Inlet protection shall be inspected, at a minimum once every seven 3.
Standard Drawing E 205-TECD-10 for securing methods.
shown or in accordance with the manufacturer's instructions. See
2. Filter sock shall be secured to prevent movement and undercutting as
Fiber roll may be substituted for filter sock.1.
NOTES:
5/2/2019
5/31/2019
Attachment E
2:1 Slope
Inlet Casting
3:1 Slope
SECTION A-A
Slope
Temporary Sediment Pool
W = 5H
3:12:1
Coarse Aggregate #2
Inlet Casting
Inlet Casting
2:1 Slope
3:1 Slope
Ditch Inlet
A A AA
Slope
PLAN VIEWPLAN VIEW
H
1'-0"
(min.) 1'-4" (min.)
1'-4" (min.)
(1'-0" min. thickness)
Coarse Aggregate #8 Face
h= 1'-0" to 2'-0"
E 205-TECD-03
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2019
2
inlet width)(0.6)2
1 (6.28/27)(H)(1 + 4H +
Weight of coarse aggregate #8, Tons: 3.
inlet width)(0.6)2
1 (6.28/27)(0.67 + 2.5H)(1 +3H +
2. Weight of coarse aggregate #2, Tons:
H = h + 0.25, ft1.
NOTES:
PROTECTION, GRAVEL RING
TEMPORARY INLET
5/2/2019
5/31/2019
Attachment E
Roadway
Roadway
Fill Slope
Channel
Filter Sock
Filter Sock
6' (typ.)
10' (typ.) from toe of slope
1' (min.)
10' (typ.) from toe of slope
1' (min.)
PLACEMENT
RELATIVE TO RIGHT-OF-WAY LINE
PLACEMENT WITH
CHANNEL IN RIGHT OF WAY
R/W Line
R/W Line
Fill Slope
4 6
4 6
Filter Sock
Filter Sock
8
8
SLANTED STAKE
SECURING METHOD
Flow
Flow
STAKE THROUGH
SECURING METHOD
Flo
w
8
7
1' (min.)
Overlap
Filter Sock
JOINT DETAIL
E 205-TECD-10
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2019
100
100
FILTER SOCK
PERIMETER PROTECTION,
ground to prevent movement and undercutting.
8 Stake angle and length shall be sufficient to wedge filter sock to the
using either the stake through or slanted stake method.
using the stake through method. Intermediate points may be secured
elevation and flood prone location. Filter sock end shall be secured
7 Filter socks shall be secured in locations below the Q water surface
and flood prone area.
to 12%, except when fill slope is below the Q water surface elevation
6 Filter sock does not require staking when fill slope is less than or equal
manufacturer's instructions.
5. Filter sock shall be secured as shown or in accordance with the
Filter sock shall be placed perpendicular to the flow of water. 4
area.
Filter sock diameter shall be as required by design based on watershed 3.
manufacturer's recommendations.
2. Filter sock shall be installed as shown or in accordance with
Fiber roll may be substituted for filter sock.1.
NOTES:
5/2/2019
5/31/2019
Attachment E
4"
Post
Silt Fence
PLAN VIEW
JOINT DETAIL
SECTION A-A
Temporary Geotextile
Flow
Post
Compacted Soil
Ground Line
Roadway
Silt Fence
Fill Slope
Roadway
Fill Slope
Silt Fence
A
Channel
1
6'-0" (max.)(min.)1'-6"(max.)3'-0"6' (typ.)
or Wood Post
Metal, Synthetic,A
PLACEMENT WITH
CHANNEL IN RIGHT OF WAY
PLACEMENT
RELATIVE TO RIGHT-OF-WAY LINE
R/W Line
R/W Line
ELEVATION
10' (min.) From Toe of Slope
E 205-TECD-11
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
Filter Sock shall be used instead of silt fence at or below Q .3.
Additional post depth or tiebacks may be required in unstable soils
The spacing of the tiebacks shall equal the spacing of the posts. 2.
be placed as close as possible to the edge of construction limits.
Dimensions will vary based on right-of-way availability. Silt fence shall 1
NOTES:
SEPTEMBER 2019
100
SILT FENCE
PERIMETER PROTECTION,8" (min.)5/2/2019
5/31/2019
Attachment E
CONCRETE WASHOUTCONCRETEWASHOUTCONCRETEWASHOUTSIGNDETAILPLANTYPE "ABOVE GRADE"WITH STRAW BALESSECTIONB-BSTRAW BALE BARRIER CONCRETE WASHOUTAttachment E
CONCRETE WASHOUTCONCRETEWASHOUTSIGNDETAILEXCAVATED PIT CONCRETE WASHOUTSECTIONB-BNOT TO SCALESECTIONA-ANOT TO SCALEPLANTYPE "EXCAVATED PIT"CONCRETEWASHOUTAttachment E
Attachment F
Material Handling and Spill Prevention Plan
Attachment F
This template constitutes the Spill Prevention Plan for the facility, when completed and
signed by the owner or operator of a facility. A copy of the Plan will be maintained at the facility.
When making operational changes at a facility that are necessary to comply with requirements,
the owner/operator should follow state and local requirement, as appropriate.
Facility Description
I.Statement:
The owner or operator of a facility certifies that each of the following is true in order to utilize
this template to comply with requirements:
I certify that the following is accurate:
1. I have visited and examined the facility;
2. This Plan was prepared in accordance with accepted and sound industry practices and
standards;
3. Procedures for required inspections have been established in accordance with industry
inspection and recommended practices;
4. I will fully implement the Plan;
5. This facility meets the following criteria:
a. The aggregate aboveground oil storage capacity of the facility is 10,000 U.S.
gallons or less; and
b. There is no individual oil storage container at the facility with an aboveground
capacity greater than 5,000 U.S. gallons.
6. This Plan and individual(s) responsible for implementing this Plan have the full approval
of management and I have committed the necessary resources to fully implement this
Plan.
I also understand my other obligations relating to the storage of oil at this facility, including,
among others:
1. To report any oil discharge to navigable waters or adjoining shorelines to the
appropriate authorities. Notification information is included in this Plan.
2. To review and amend this Plan whenever there is a material change at the facility that
affects the potential for an oil discharge.
Facility Name
Facility Address
City State Indiana ZIP
County Tel. Number
Owner or Operator Name .
Owner or Operator
Address
City State Indiana ZIP
County Tel. Number
Attachment F
Signature Title: Project Manager/Engineer
Name Date:
II. Record of Plan Review and Amendments
Yearly Review:
Complete a review and evaluation of this Plan at least once every year. As a result of the
review, amend this Plan within 14 days to include more effective prevention and control
measures for the facility,if applicable. Implement any Plan amendment as soon as possible,
but no later than 14 days following Plan amendment. Document completion of the review and
evaluation, and complete the Yearly Review Log in Attachment 1.
III. Plan Requirements
1. Oil Storage Containers:
An approximate list of all oil storage containers with capacity of 55 U.S. gallons or more will be
provided in Attachment 2. For mobile/portable containers, an estimated number of containers,
types of oil, and anticipated capacities are provided.
2. Secondary Containment and Oil Spill Control:
Appropriate secondary containment and/or diversionary structures is provided for all oil handling
containers, to prevent a discharge to jurisdictional waters. All tanks will be double walled and
used per manufactures recommendations and/or berms will be installed of sufficiently
impervious materials to contain oil. The location of bulk storage tanks, capacities, and
secondary containment methods will be provided in Attachment 3.
3. Inspections, Recordkeeping, and Personnel Training:
The following is a description of the inspection and/or testing program for all aboveground bulk
storage containers and piping at this facility:
The contractor or a trained and knowledgeable employee assigned by the contractor will
conduct monthly visual inspections of all aboveground oil storage containers and tanks, and
document the results on the form in Attachment 4. Completed inspection documents will be
retained by the contractor with the Plan Records.
Oil-handling personnel will be either professional personnel employed by material suppliers or
contractor personnel trained in the operation and maintenance of equipment to prevent
discharges, and discharge procedure protocols. See Attachment 5.1 and Attachment 5.2 for
the training program and documentation. Discharge prevention briefings are conducted for
supervisors of contractor oil-handling personnel annually to assure adequate understanding of
the Plan. Such briefings highlight and describe past reportable discharges or failures, and any
recently developed precautionary measures. Annual briefings are documented in
Attachment 6.
Attachment F
4. Security:
The following is a description of security and control access to the oil handling, and storage
areas.
All outside tanks and storage garages will be locked when not in use. Security lighting will be in
place at storage garages.
5.Emergency Procedures and Notifications:
The following is a description of the immediate actions to be taken by facility personnel in the
event of a discharge.
1. Shutdown pumping in event of spill during fuel transfer.
2. Eliminate potential sources of ignition such as open flames or sparks.
3. Identify and secure the source of the discharge and contain the discharge.
4. Use PIG barriers to contain spill.
5. Contact appropriate personnel.
6. Contact appropriate State and Federal agencies.
6.Procedure for unanticipated HAZMAT discoveries:
The following is a description of the immediate actions to be taken by facility personnel in the
event of an unanticipated HAZMAT discovery.
1. Contact appropriate personnel.
2. Contact appropriate State and Federal agencies.
7.Contact List:
IDEM – Indiana Department of Environmental Management 1-888-233-7745
INDOT Operations Support through INDOT Project Supervision
Local Fire Department / Police Department 9-1-1
Attachment F
ATTACHMENT 1 – Yearly Review Log
I have completed a review and evaluation of the Plan, and will/will not amend this Plan as a
result.
Review and Evaluation of Plan
Review Date Plan Amendment Name and signature of person authorized to review
this Plan Will Amend Will Not Amend
Attachment F
ATTACHMENT 2 – Oil Storage Containers Larger Than 55 gal
Oil Storage Containers and Capacities
Oil Storage Container Location # of Containers Type of Oil Capacity
(gallons)
Attachment F
ATTACHMENT 3 – Bulk Oil Storage Tanks
Bulk Oil Storage Tanks with Containment Method
Location Potential
Discharge
Volume
(gallons)
Direction of
Flow for
Uncontained
Discharge
Secondary
Containment
Method
Secondary
Containment
Capacity
(gallons)
Attachment F
ATTACHMENT 4 – MONTHLY TANK/CONTAINER INSPECTION FORM
Location Location Location
OK Repairs
Required
OK Repairs
Required
OK Repairs
Required
Tank Exterior
Deterioration
Leaks
Accumulation of
Liquid
Liquid Level
Vent Capped
Tank Seams
Tank Gaskets
Tank Rivets &
Bolts
Tank Supports &
Foundations
Deterioration
Pooled Liquid
Tank emergency
Shut-off Valve
Ground Surrounding
and Under Tank
Pooled Liquid
Pipe Supports
Pipe Valves
In closed Position
Pipelines
Pump Started
Controls Locked
Repairs Completed: __________________________
Date: Signature: _____
**Return Original to Assigned Contractor**
Attachment F
ATTACHMENT 5.1 – Material Handling and Spill Prevention Plan Training
This training covers the spill prevention and event procedures. The purpose of this regulation
and training is to prevent spills of petroleum-based liquids into waterways and to familiarize
onsite personnel with procedures to follow if a spill event occurs.
1.The contractor will serve as the designated Spill Prevention Plan Administrator.
2. All tanks must be double-walled.
3. All storage buildings for 55+ gallon drums/containers must have PIG Cleanup
Kits (or other sorbent materials) readily available.
4. All containers stored outside must be kept closed or covered to prevent overflow
during precipitation events. This includes empty containers.
5. Monthly tank/container inspections will be done and retained with Plan
documents by the Plan Administrator or a trained employee designated by him.
6. All necessary repairs will be done as soon as possible.
7. All tanks must be locked during non-working hours. All buildings, trailers, etc.
with stored containers must be locked during non-working hours.
8. The following steps shall be taken if a spill event occurs:
a. The Plan Administrator and job supervisor will be immediately contacted.
b. Onsite personnel will surround the spill with sand, dirt, or sorbent material
to prevent flow from entering a waterway.
c. PIG cleanup material will be placed around all spill material that has
entered a waterway.
d. All drainage areas will be blocked.
e. The Plan Administrator or supervisor will contact:
i. Clean up contractor;
ii. Appropriate state and federal agencies (>1000 gallons);
8. Tanks and containers shall be stored as far away from waterways as possible.
9. Equipment oil-changing personnel shall use spill pans during those operations.
10. Fuel-filling personnel shall have a procedure in place to not overfill tanks.
11. The Plan Administrator shall revise the Plan as tanks/containers are added,
removed, change locations, or as site conditions change to warrant revisions.
12.Review addition potential storm water pollutants and remedial actions shown in
Attachment 7.
Attachment F
ATTACHMENT 5.2 – Material Handling and Spill Prevention Plan Training Log
TRAINING DATE PRINTED NAME SIGNATURE
Attachment F
ATTACHMENT 6 – Material Handling and Spill Prevention Plan Training Log
Oil-Handling Personnel Annual Briefing Log
Date Description / Scope Attendees
Attachment F
ATTACHMENT 7 – Additional Potential Storm Water Pollutants
All hazardous material stored on the project will be stored in appropriate containers with labels
for identification. In the event of an environmental spill, the contractor shall notify IDEM
immediately at 1-888-233-7745.
Additional Non-Petrolium Potential Storm Water Pollutants Material Handling and Spill
Prevention
Trade
Name/Material Source
Chemical/Physical
Description
Storm Water
Pollutants Remedial Action
Fertilizer Landscaping
Activities
Liquid or Solid Grains Nitrogen,
Phosphorus
(1), (2), (3)
Cleaning
Solvents
Normal Business
Operation
Colorless, blue or
yellow-green liquid
Percholoroethylene,
Methylene Chloride,
Trichloroethylene,
Petroleum
Distillates
Seal drains and inlets
with plastic and or tape
and collect excess, (1),
(2), (3), (4)
Asphalt Site Construction Black Solid Oil, Petroleum
Distillates
(1), (2) due to
contamination of runoff
before curing is complete
Concrete Bridge
Construction
White Solid Limestone, Sand Concrete washout areas
shall be utilized and
concrete disposed of
properly once hardened
(2)
Paints Roadway Striping Various Colored
Liquids
Metal Oxides,
Stoddard Solvent,
Talc, Calcium
Carbonate, Arsenic
Care should be taken to
minimize overspray (1),
(2), (3), (4)
Curing
Compounds
Site Construction Creamy white liquid Naphtha (1), (2), (3), (4)
Wastewater
from constr.
equipment
washing
Construction
Equipment
Water Soil, Oil, Grease,
Solids
Equipment washing shall
be executed in a location
which does not cause
wastewater to drain
directly to storm sewers
or ditches (i.e. flat
vegetated area) (2)
Antifreeze
Coolant
Construction
Equipment, Cars
Clear green/yellow
liquid
Ethylene Glycol,
Propylene Glycol,
Heavy Metals
(copper, lead, zinc)
(1), (2), (3), (4)
Soil Erosion Exposed Soil Solid particles Soil sediment Erosion control
measures
Solid Waste
Trash
Normal Business
Operation
Trash, Debris,
Refuse
Trash, debris,
refuse
Trash cans shall be
utilized on site during
and after construction
1.All excess materials shall be collected and disposed of in accordance with all federal, state and local
regulations.
2.Material shall not be applied immediately preceding, during or following rainfall (when applicable).
3.Spillage should be cleaned immediately by a trained individual and disposed of per note (2).
4.Store in sealed containers appropriate for specific use.
Attachment F
I NDIANA D EPARTMENT OF E NVIRONMENTAL M ANAGEMENT
We Protect Hoosiers and Our Environment.
100 N. Senate Avenue • Indianapolis, IN 46204
Construction Stormwater Permit Summary Report – Sufficiency Letter
June 22, 2023
Permit #: INRA11903 Hamilton County White River Pedestrian Bridge Hamilton County
SITE DETAILS:
Project Name: 106th Street over White River - Pedestrian Bridge - Clay Township, Hamilton County, Indiana
Physical Address: 106th St & Hazel Dell Pkwy Fishers, IN 46038
Permit Status: In Effect
Permit Issued: 6/2/2023 Permit Expiration: 6/1/2028
Latitude: 39.940856 Longitude: -86.069604
MS4: Hamilton County Owned
Location Description: The project is located in Sections 24 and 25, Township 18 North, and Range 3 East in Clay
Township, Hamilton County, Indiana Carmel IN 46032
CONTACTS:
Project Site Owner (Permittee): Matthew Snyder, Clay Township, Hamilton County, Indiana Phone: 219-465-3540
Address: 1303 East 126th Street Carmel, IN, 46032 Email: msnyder48@gmail.com
PROJECT DETAILS
Project Type: Trail Construction Project County(s): Hamilton Hamilton
Site Ownership Type: Municipality
Total Project
Acreage: 8.22
Proposed Land
Disturbance (acres): 2.74
Estimated Impervious
Area (sq ft): 60548
Est Start Date: 8/1/2023 Est End Date: 11/1/2024
Discharge Type: Surface Water Storm System:
Receiving Stream: White River Waterbody 2:
This notice is acceptable to be posted at the project site to verify NPDES permit coverage. If the project is regulated by a Municipal
Separate Storm Sewer System (MS4), you are required to post additional information as required by the MS4 that has jurisdiction
(i.e. MS4 Permit, etc). NPDES permit coverage does not supersede local requirements that may be required to conduct activities
associated with this project.
If the project is regulated by an MS4, direct inquiries to the local MS4.
If this project is outside an MS4 or owned/operated by an MS4, inquiries may be directed to the IDEM Stormwater Program at
Stormwat@idem.IN.gov.
IDEM Watermark
INRA11903 v1.0
Approved
Issued On:06/02/2023
Expires On:06/01/2028
The Notice of Intent (NOI) submitted online is your certification that the project meets the requirements of the construction
stormwater general permit (INRA00000). The NOI is submitted to obtain NPDES permit coverage for the proposed activities at the
project site and does not constitute approval to conduct activities that are related to other local, state, or federal permits.
If information is not accurate it is the responsibility of the permittee to update the information. If it is determined that information
is inaccurate or deficient you may be requested to address those items.
If the project is within a Municipal Separate Storm Sewer System (MS4) and regulated by the MS4, the Construction/Stormwater
Pollution Prevention Plan (SWP3) review was completed by the MS4 or their representative and verification by the MS4 was part of
the application submission. All MS4 stormwater approvals must be obtained prior to beginning land disturbance at the project site.
Once construction begins, the MS4 has primary responsibility for compliance and enforcement of stormwater regulations within
their local jurisdiction.
A National Pollutant Discharge Elimination System (NPDES) authorization number is assigned to each project for which an NOI has
been submitted to obtain permit coverage. This number is used as a reference for the project and must be included with any future
correspondence submitted to IDEM.
It is important that all activities associated with your project are in compliance with the requirements of the Construction
Stormwater General Permit (CSGP) and where applicable all local MS4 ordinances/stormwater permits. In accordance with the
CSGP, you are required, at a minimum to implement your SWP3, implement and maintain all stormwater management measures,
monitor the effectiveness of the measures and take corrective actions until the project is complete and terminated. To maintain
compliance, it may be necessary to modify the SWP3 as work progresses.
Upon completion of the project, you are required to terminate permit coverage. Criteria for termination eligibility can be found in
Section 6.0 of the CSGP. If this project is permitted through an MS4, there may be local requirements/approvals that must be met
prior to filing a notice of termination with IDEM. If an MS4 has adopted a requirement for termination, you are responsible to
comply with all local provisions prior to submitting the Notice of Termination to IDEM. Failure to meet local MS4 requirements may
constitute a violation of the local MS4 ordinance.
•Construction Stormwater General Permit: Accessed at http://www.idem.IN.gov/2331.htm
•IDEM Regulatory ePortal: Permittees are required to utilize this service to manage their IDEM Construction Stormwater General
Permit activities (Renewals, Amendments, and Terminations. The service may be accessed at https://stormwater.idem.iN.gov .
Questions regarding this notification may be directed to the program email account at Stormwat@idem.IN.gov.
Notice of Right to Administrative Review
If you wish to challenge this authorization you must file a Petition for Administrative Review with the Office of Environmental
Adjudication (OEA) within fifteen (15) days of the issuance of this notice (eighteen (18) days if you received this notice by U.S. Mail),
and a copy must be served upon IDEM and all persons to whom the authorization is directed. The requirements for filing a Petition
for Administrative Review are found in IC 4-21.5-3-7, IC 13-15-6-1, IC 13-15-6-2 and 315 IAC 1-3-2. Addresses for OEA and IDEM are:
Director Commissioner
Office of Environmental Adjudication Indiana Department of Environmental Management
Indiana Government Center North Indiana Government Center North
Room N103 Room 1301
100 North Senate Avenue 100 North Senate Avenue
Indianapolis, Indiana 46204 Indianapolis, Indiana 46204
If you are entitled to notice under IC 4-21.5-3-5(b) and would like to obtain notices of any pre-hearing conferences, preliminary
hearings, hearings, stays, or orders disposing of the review of this action without intervening in the proceeding you must submit a
written request to OEA at the address above.
More information on the review process is available at the OEA website at http://www.in.gov/oea and the IDEM website at
https://www.in.gov/idem/legal/2329.htm.
IDEM Watermark
INRA11903 v1.0
Approved
Issued On:06/02/2023
Expires On:06/01/2028
DATE: January 31st, 2024 TIME: 10:00AM LOCATION: Wilfong Pavilion at Founders park 11675 Hazel Dell Parkway Carmel IN 46033 SUBJECT: Pre-Construction Meeting White River 106th Street Pedestrian Bridge and Related Improvements (“Ped Bridge”) PARTICIPANTS: Carmel Clay Parks and Recreation, CTI Construction (on behalf of Clay Township), Beaty Construction, Jason Taylor (on behalf of Delaware Township) A. Opening Comments/Introductions 1. Notice to Proceed status: To be issued today – Was issued and executed 2. Introduction of Stakeholders – Clay Township, Carmel Clay Parks and Recreation, Delaware Township, Hamilton County, City of Carmel, City of Fishers B. Project Initiation – All required documents have been submitted. CTI will distribute the relevant documents 1. Documents required from Contractor for RPR / project file 2. Initial Project Schedule (from Contractor) 3. Project Contact Personnel / Emergency Contact List (from Contractor) 4. Insurance / Bonds Submittal to Dave Ford – copy of each to RPR 5. Copy of signed construction contract 6. List of Major Subcontractors/Manufacturers ($10,000 and greater) No deviation without prior written CCPR approval or subject to non-payment 7. JMF’s / DMF’s 8. SWQCP 9. QC Plan RFI’s – There are currently 4 in process RFI 1 It was determined that a meeting in the field to establish what additional clearing for staging would be necessary would occur shortly NOTICE OF SUFFICIENCY HAS BEEN APPROVED Spoke at length about erosion control measures on both sides of River. Beaty has clear understanding of the requirements. Also emphasized tracking onto roads including access road to ambassador house. C. Establish Contract Dates – Contract completion dates will need to be addressed in subsequent Change Order (2). Beaty is taking a final look at their proposed schedule
and will propose new dates. This delay was to be expected with the pushback of the contract being awarded. 1. Notice to Proceed 1.31.24 2. Project Completion: a. Substantial Completion Date: December 31st, 2024 b. Final Completion Date: June 1st, 2025 D. Utility Coordination & Concerns 1. Contractor’s sole responsibility to coordinate with utilities 2. No relocations anticipated; but a few locations to be aware of: a. Str #10 crosses over fiber optic b. Trail, ditch & lighting conduit work over fiber optic from roughly Sta 18+50 to 21+50 c. NW corner of Str #14 was offest to avoid fiber optic d. Work near overhead poles at approx. Sta 20+65 & 20+90 e. Anytime heavy equipment is driven over the gas pipeline 3. New metered service point @ Sta 22+27 Lt – coordinate with Duke Duke Energy Clay Carrie – 812-887-3751 Clay.carrie@duke-energy.com Reece Heilers – 765-570-3366 Reece.heilers@duke-energy.com (not involved in project) Verizon– Chris Reed 317-408-3971 Chris.reed@verizon.com Carmel Communications – Morgan Rinehart 317-571-2591 mrinehart@carmel.in.gov Marathon Pipeline – Thaddius Dawkins 618-335-1598 ThDawkins@marathonpetroleum.com AES (not planning on attending)
James Herin 317-864-3366 James.herin@aes.com City of Carmel Wastewater Utility – Ben Donald 317-571-2443 bdonald@carmel.in.gov City of Carmel Water Utility – John Duffy – 317-571-2443 jduffy@carmel.in.gov *(Dismiss utilities if no further discussion is required) E. Payment Procedures – All applicable forms must be submitted to RPR prior to approval of Contractor Payment Requests 1. Pay app forms – 1 original copy of each applicable document required (1 cover sheet, 1 pay app, 1 subcontractor payment reports, 1 copy of Partial Lien Waver – incomplete submittals will be rejected. 2. A project schedule shall be submitted monthly. If not received, can delay payment of pay app 3. QC Sampling & Testing Reports – email, or hard copy submittal to RPR OK a. Submittal of QC test reports to RPR required prior to approval of payment application for the period in which said work was performed (refer INDOT QC Frequency Manual) F. Discussion Items 1. Progress Meetings – Bi-weekly, date/time TBD; RPR will run the meeting and distribute meeting minutes following the meeting 2. Contractor has requested Wednesdays be the day for meetings. Dates, times, and frequency to be determined. 3. CONTRACTOR shall not perform any portion of the Work that restricts traffic, unless otherwise stated, Monday thru Friday outside of the following: Any work performed outside of these hours without prior written consent from the RPR shall be subject to nonpayment of work performed. Any request by CONTRACTOR for a change in work hours other than the standard work hours listed shall be submitted in writing to the RPR, at least forty-eight (48) hours in advance for approval. Spoke about hard closure on park. We will follow up to determine best date.
4. Change Order Procedure a. No additional work prior to the RPR Work Directive Change (existing scope of Work overrun / under-run only - CO’s allocate Contract Funds & authorize additional scope of Work and will also require written approval from the CCPR Director 5. Damage Survey a. Responsibility of Contractor to perform survey prior to work – should be performed with RPR (video). Provide RPR with copy of the video. b. RPR will also take their own Pre-Construction Photos. 6. Notification to Homeowners / Businesses a. Required prior to any work activity that will inconvenience or temporarily restrict accessibility; make sure the notification lists the disturbance times/dates (not just the date you are starting) RPR to coordinate and assist. b. Sequencing for least amount of disruption to homeowners and businesses c. The contractor shall not intentionally speak to the public; the RPR should be informed of any and all public interaction. 7. Permits – included in Contract Documents a. IDEM Section 401 Water Quality Certification b. USACE Section 404 Clean Water Act c. DNR Construction in a Floodway d. IDEM Construction Stormwater General Permit 8. ADA Accessibility Discuss - ? G. Designation of Responsible Personnel 1. CTI on behalf of CCPR on behalf of Clay Township a. dford@cticonstructionllc.com 2. Michael Klitzing – Director CCPR a. mklitzing@carmelclayparks.com 3. Brian Pierson, PE United Consulting – Design Engineer/Project Manager a. Phone: 317-895-2585 Email: brian.pierson@ucindy.com 4. CTI – Construction Inspection Consultant 5. Contractor – Beaty Construction -will distribute contact list separately a. _______________, Project Manager – ___________________ b. _______________, Superintendent – ______________________ c. _______________, Foreman – ____________________________ H. Submittals 1. Signs to be quantified and locations noted by RPR on a map and given to the Signage Contractor. Signage Contractor to remove within (7) seven calendar days of substantial completion of any given street segment as directed by Owner and or RPR and check off ALL SIGNS have been removed DO NOT install any signs that hinder sidewalks and/or ADA compliance. 2. Construction Schedule
3. Emergency contact and personnel list 4. Final subs and suppliers list 5. Materials DMF/JMF submittals & Certifications 6. SWQCP 7. Proposed M.O.T. Safety plan 8. INDOT Section 205 – Temporary Erosion and Sediment Control (205.08 Quality Adjustments) 9. INDOT Section 203.08 – Borrow or Disposal; IC-203 10. INDOT Section 402.02 – Quality Control Plan 11. INDOT Section 402.10 – Equipment “Certification of Compliance” 12. INDOT Section 728 – Drilled Shaft Foundations a. Terracon 13. DMF / JMF’s – submit to RPR at least 15 calendar days prior to commencement of respective work; No material deviations without prior approval, ALL materials used require approval prior to use / installation. 14. INDOT Section 604 – Sidewalk, Curb Ramps, Steps, and Handrails, Per INDOT 702 CMDS submittal required 15. INDOT Section 808 – Certification Required 16. All Certifications, Product Data, & Manufacturer’s Instructions 17. Testing Reports to RPR immediately upon receipt 18. Weekly Sign & Barricade Reports – CTI is open to waiving this report 19. Requests For Information (RFI) – specific form or format? a. RFI-001 Bridge Overlook Revisions b. RFI-002 Retaining Wall Stationing c. RFI-003 Staging Area d. RFI-004 Structure Backfill Type 5 I. Testing Requirements 1. Quality Control Sampling and Testing Frequency – sole responsibility of Contractor (see INDOT Frequency Manual) J. Record Drawings/Red Line As-Builts Spoke about keeping a fresh set of plans for asbuilts in field office. Also discussed field office. Working with Beaty to fine agreeable location 1. Hard Copy – RPR shall keep an updated red line copy, Contractor expected to keep their own separate copy to be submitted to the RPR at Subsstantial Completion. The RPR shall submit a completed scanned set of As-Built Drawings signed and dated to designer for submittal to DPW GIS per the digital data submission). K. Close Out Documents on or before the Final Completion Date 1. Request for Release of Retainage Letter 2. Final Pay App 3. Final Statement of Accounting IC 642 4. Consent of Surety to Final Payment with Power of Attorney 5. Warranty Bond
6. Property Releases (if applicable) 7. Contractor’s Affidavit (from subs) 8. Waiver of Lien (Prime) 9. Waiver of Lien (all subs) 10. Current List of all Subs / Suppliers 11. Contractor’s Redline As-Builts L. Miscellaneous 1. Working Hours for contractor a. Notification of Work Activities per Special Conditions b. Email weekly schedule to RPR c. Any request for change in work hours or Saturday work must be submitted in writing not less than 48 hours in advance unless determined in this meeting that Saturdays are being requested for the duration. (in this case we will look at any exclusions d. No work on Sundays 2. Public Infrastructure & Safety during construction – CTI may shut down / stop work on project if RPR identifies unsafe situation to public that is not corrected in timely manner a. Contractor solely responsible for personal protection, equipment, labor & personnel safety, etc. (RPR/Owner not responsible for this execution or compliance) 3. Damage to existing commercial buildings, private property will be the sole responsibility of the Contractor to repair (i.e., concrete curing compound on retaining walls, buildings, damage during excavation, etc.) 4. All Contractors (including subs, if applicable) MUST establish/agree on daily pay item reported quantities w/ RPR or Inspector at end of each work day – no pay items will be reported / paid for w/o RPR consultation w/ Superintendent, Foremen, Contractor PM, etc. each day. a. The Contractor shall provide the RPR with the Contractor’s measurements and quantities for the RPR to verify as correct before a pay application will be processed. A monthly updated schedule shall accompany all pay applications or payment could be delayed. b. Work will not be paid / reported until 100% complete with all incidental items related to pay item (backfilling, grading, clean-up, etc.) – concrete removal paid only upon replacement / installation (if applicable) c. Daily agreement on quantities between the RPR and contractor 5. Questions or Other Items… TS 22 Coordination with other projects 205 Access to Project Site 604 HMA for Sidewalk (with photoluminescent aggregate) 801 Construction Restoration 801 Waterway Maintenance of Traffic Discussed again a potential hard date for closure of Park – potentially March 18th Fishers engineering – asked about the timeline for construction fence. Beaty to firm up a date.
Michael Allen will coordinate with Beaty about closure responsibilities. Spoke about how the public interprets “park closed” differently from what “Park Closed actually means. If it becomes pervaisive we will get with CCPR and explore other remedies.