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Home My WebLink AboutO&M Manual 05-08-20JACKSON’S GRANT SECTION 7 OPERATIONS & MAINTENANCE MANUAL BMP TYPE: NATIVE DRY DETENTION W/ LOW FLOW VEGETATED SWALE -NATIVE DRY DETENTION W/ INFILTRATION TRENCH -SUMP CATCH BASINS -OUTLET CONTROL STRUCTURE BMP OWNER: Jackson’s Grant Real Estate Co., LLC 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 Contact Person: Doug Wagner Phone: (317) 770-1819 Email: dwagner@republicdev.com PREPARED BY: Stoeppelwerth & Associates, Inc. 7965 East 106th Street Fishers, Indiana 46038 Contact Person: Christian C. Esposito Phone: (317) 570-4713 Email: cesposito@stoeppelwerth.com DATE PREPARED: DATE REVISED: December 18, 2019 May 8, 2020 “I affirm, under the penalties for perjury, that I have taken reasonable care to redact each social security number in this document, unless required by law.” ______________________________ Christian C. Esposito Cross-Reference is hereby made to the declaration of covenants, conditions and restrictions of JACKSON’S GRANT, recorded as Instrument Number 2015064862. OPERATIONS AND MAINTENANCE MANUAL JACKSON’S GRANT, SECTION 7 JOB #60160 TABLE OF CONTENTS OPERATIONS AND MAINTENANCE MANUAL – by Williams Creek Consulting Native Dry Detention w/ Low-Flow Vegetated Swale Native Dry Detention w/ Infiltration Tench Sump Catch Basin Outlet Control Structure PURPOSE AND BACKGROUND STORM WATER QUALITY CONTROL REQUIREMENTS INSPECTION AND MAINTENANCE REFERENCES APPENDIX A BMP LOCATION MAP DETAIL DRAWINGS APPENDIX B OWNER ACKNOWLEDGMENT AGREEMENT 5/8/2020 2 of 41 Prepared for: Republic Development, LLC The Jackson’s Grant - Carmel, Indiana Operations and Maintenance Manual Prepared by: Williams Creek Consulting Inc. 619 N. Pennsylvania Street Indianapolis, IN 46204 1.877.688.8848 info@williamscreek.net August 2014 5/8/2020 3 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I C Jackson's Grant+CARMEL, INDIANA 1 Introduction Preface Purpose Owner Contact Information Owner Acknowledgement Agreement BMP Summary Table 4 1DWLYH'U\'HWHQWLRQZLWK,QÀOWUDWLRQ7UHQFK%03V Introduction 1DWLYH'U\'HWHQWLRQZLWK,QÀOWUDWLRQ7UHQFK%03V Monthly Inspections Maintenance Mowing Plan Fertilizer Spill Response Plan Maintenance Checklist 10 Native Dry Detention with Low Flow Vegetated Swale BMPs Introduction Native Dry Detention with Low Flow Vegetated Swale BMPs Monthly Inspections Maintenance Summary Mowing Plan Fertilizer Spill Response Plan Maintenance Checklist 17 Native Dry Detention Introduction Native Dry Detention BMPs Monthly Inspections Maintenance Mowing Plan Fertilizer Spill Response Plan Maintenance Checklist 23 Permeable Paver BMPs Introduction Monthly Inspections Spill Response Plan Maintenance Checklist Table of Contents NOT APPLICABLE TO SECTION 6 5/8/2020 4 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I 1 Jackson's Grant I CARMEL, INDIANA Preface This Operations and Maintenance Manual (O&M) has been prepared based on guidelines published in the CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL for Republic Development, LLC (OWNER). Stormwater Management Guidelines Jackson’s Grant is a 266 acre +/- development located in the Williams creek watershed. The main purpose of the stormwater management BMPs is for water quantity and quality control by reducing peak runoff and pollutant loading that would discharge to Williams Creek from the increased impervious nature of residential development. Per the City of Carmel Stormwater Technical Standards Manual, runoff from development must be routed through two separate BMPs prior to discharge. This project utilizes numerous small, distributed stormwater BMPs to achieve the required TSS removal. These BMPs include native dry detention basins with combinations of low flow swales, infiltration trenches, and constructed wetlands. In general, stormwater runoff is directed into depressed areas with wet tolerant native plantings, allowed to percolate, and then discharged. The invert of all BMPs has been depressed to promote infiltration, temperature control, pollutant load reduction, and suspended solids settlement. Purpose This Operation and Maintenance manual defines requirements for operating, inspecting and maintaining Jackson’s Grant including all Best Management Practices (BMPs) constructed as part of the sustainable sites engineering plans prepared by Williams Creek Consulting (ENGINEER) on behalf of the OWNER. The proposed BMPs intend to provide natural and sustainable water quality improvement. The OWNER will be responsible for all maintenance and costs associated with routine inspections and maintenance of the integrated stormwater management system BMPs. Brief descriptions of what each BMP is intended to accomplish and the physical processes which govern its behavior are included within the following manual. Inspection and maintenance guidelines specified in this manual should be implemented in order to ensure that BMPs achieve their full performance capabilities. Introduction 5/8/2020 5 of 41 2 I POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. Jackson’s Grant I CARMEL, INDIANA Contact Information for OWNER: Republic Development, LLC 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 Office: 317.770.1818 The OWNER is responsible for all maintenance activities and costs associated with said activities within the BMPs. The OWNER hereby grants right of access to the City of Carmel to inspect and maintain the BMPs as necessary. 5/8/2020 6 of 41 MP BMPType CalculationType LengthReq'd(ft) LengthProvided (ft) VolumeReq'd (cf) VolumeProvided (cf) 1A NativeDryDetention Volume 3467 810 1B NativeDryDetentionw/ InfiltrationTrench Volume 874 9570 1C NativeDryDetentionw/ InfiltrationTrench Volume 2356 5336 1D NativeDryDetention Volume 5505 6970 1E NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 14 250 2A NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 286 300 2B NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 5 175 2C NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 106 120 4A NativeDryDetention Volume 4037 18099 4B NativeDryDetention Volume 72 12066 4C NativeDryDetentionw/ InfiltrationTrench Volume 14541 67409 4D NativeDryDetentionw/ InfiltrationTrench Volume 86 18461 5 PermeablePaverInfiltration Basin Volume 6393 5567 6A NativeDryDetentionw/ InfiltrationTrench Volume 5342 30383 6B NativeDryDetentionw/ InfiltrationTrench Volume 9854 37026 6C NativeDryDetentionw/ InfiltrationTrench Volume 3456 8930 7 NativeDryDetentionw/ InfiltrationTrench Volume 12232 63206 8 NativeDryDetentionw/ InfiltrationTrench Volume 5588 7405 9A NativeDryDetentionw/ InfiltrationTrench Volume 7458 41034 9B NativeDryDetentionw/ InfiltrationTrench Volume 7597 11718 10A NativeDryDetentionw/ InfiltrationTrench Volume 20533 38333 10C NativeDryDetentionw/ InfiltrationTrench Volume 4344 31581 11A NativeDryDetentionw/ InfiltrationTrench Volume 5915 20691 11B NativeDryDetentionw/ InfiltrationTrench Volume 8151 23958 12A NativeDryDetention Volume 3484 2818 12B NativeDryDetention Volume 1683 4160 12C NativeDryDetention Volume 3777 5380 12D NativeDryDetentionw/ InfiltrationTrench Volume 3315 14562 12E NativeDryDetention Volume 1894 4944 12F NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 42 70 13A NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 206 190 13B NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 4 140 13D NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 4 250 14B NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 4 250 14C NativeDryDetentionw/ LowFlowVegetatedSwale FlowͲThrough 167 380 15A NativeDryDetentionw/ InfiltrationTrench Volume 11292 9866 15B NativeDryDetentionw/ InfiltrationTrench Volume 1659 3071 15C NativeDryDetentionw/ InfiltrationTrench Volume 6546 19711 NativeDryDetentionw/ Low Flow Vegetated Swale BMPSUMMARYTABLE 5/8/2020 7 of 41 10 I POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. Jackson’s Grant I CARMEL, INDIANA Native Dry Detention with Low Flow Vegetated Swale (BMPs 1E, 2A, 2B, 2C, 12F, 13A, 13B, 13D, 14B, 14C, 16, 25, 30, 33B, 33C, 37) 5/8/2020 8 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I 11 Jackson's Grant I CARMEL, INDIANA Introduction This document defines responsibilities for operating, inspecting and maintaining the Native Dry Detention with Low Flow Vegetated Swale BMPs within Jackson’s Grant in the City of Carmel, Indiana. The proposed BMP intends to provide natural and sustainable water quality improvement and natural habitats to support wildlife and native plants. In order to maintain water quality and vegetative health within the BMP, inspection and light maintenance activities will be needed. An annual report will need to be submitted to the City of Carmel Engineering Department, Attn: Storm Water Administrator, One Civic Square, Carmel, IN 46032. Native Dry Detention with Low Flow Vegetated Swale BMP This BMP was designed to incorporate natural and sustainable water quality improvements into an aesthetically pleasing site landscaping feature. The planting plans were developed with the goal of providing a diverse, native plant community extending from the bottom of the channel elevations to the top of bank. Although the BMP is expected to develop into dynamic ecosystems that will eventually require little vegetation maintenance, the following inspection, monitoring and maintenance schedule was developed to ensure that the BMP is properly installed and are developed in accordance with intended design goals. Monthly Inspections The City of Carmel as well as Hamilton County personnel will have the right to enter the premises to per- form compliance inspections of all permanent BMPs. However, routine monthly and annual inspection & monitoring of the BMPs are the responsibility of the owner. The following areas should be inspected on a monthly basis for the first two years after construction of the wetland: Vegetation • Vegetation cover should be greater than 85%. • Vegetation should be healthy. • Vegetation species should be consistent with plans. • Some species of plants such as reed canary grass (Phalaris arundinacea), purple loosestrife (Lythrum salicaria), common reed (Phragmites australis), and cattails (Typha spp.) are considered invasive and should be eradicated within one month of discovery. Invasive species will be documented during the monthly inspections according to species, location and approximate percent cover. Photos of these species are included in the Appendix for reference. • Landscaped areas of the banks that are eroded or have exposed bare earth shall be restored to proper grade, stabilized and re-seeded or plugged with the appropriate plant type. Pollutants • Remove all floatable debris. • Remove visible pollution such as oily sheens, discoloration, and cloudy or muddy water. • If sediment accumulation is impairing flow of storm water into raingardens, the sediments should be removed. Erosion • There should be no exposed earth on banks. • Other evidence of erosion will be noted • Areas of severe erosion or other conditions that may constitute a public hazard will be corrected as soon as possible and prior to the next monthly inspection. 5/8/2020 9 of 41 12 I POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. Jackson’s Grant I CARMEL, INDIANA Annual Monitoring Annual monitoring will be performed for three years after construction to document the development of the BMP. The following information will be collected as part of the annual monitoring. • A letter report will be issued that includes monitoring forms, a summary of monthly inspections, and recommendations for routine or special maintenance activities. Maintenance Maintenance responsibilities shall remain in effect for the life of the BMP from the date the construction is completed. If regular inspection and maintenance guidelines are not followed, the BMP may fail to attain water quality objectives set forth in the City of Carmel regulations. Vegetation A species rich community of raingarden and swale plugs will be planted in the portions located within the appropriate locations on the BMP location map. Although the constructed wetland BMP is expected to develop into a dynamic ecosystem that will eventually require little or no vegetation maintenance, some vegetation maintenance will be required in the first 2 years following construction in order to give the new vegetation communities a chance to become well established. If the inspection and monitoring indicates the presence of invasive species, measures will need to be taken to prevent these species from establishing themselves in the new BMP. These species should be either physically removed or treated with herbicide by qualified native wetland plant maintenance professional. Physical removal is strongly preferred above the application of herbicide. If herbicide is used, it must be applied by State Chemists Office approved applicators and any application must be approved by the City of Carmel Utility Department prior to application. Replant or reseed vegetation when damaged, vandalized or removed, in compliance to original planting specifications. Debris • Debris shall be removed from the constructed wetland BMP in order to maintain a functioning and aesthetically pleasing landscape feature. Nuisance Animals • Burrowing mammals should be controlled or eradicated when present in densities that endanger the integrity of the embankment. Damage caused by their burrowing must be repaired as soon as possible. Any burrowing mammal control effort will need to be carefully planned and executed to avoid negative impacts on adjacent habitats and wildlife. Such measures will be confined to the embankment. Removal of burrowing mammals in other areas of the wetland may not be necessary. Mammals that may be of concern are beavers (Castor canadensis), and muskrat (Ondatra zibethica • If animals are burrowing into the berm areas, then a certified wildlife damage control expert should be contacted to remove the beavers and/or dam, and muskrats. • The dense wetland vegetation proposed would not be an attractive habitat for geese since they prefer open water and mowed vegetation. Outlets and Forebays • Outlets – All outlets shall be inspected and checked for debris and obstructions which disrupts the flow within the BMP. If any pipes are obstructed, they must be cleared. 5/8/2020 10 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I 13 Jackson's Grant I CARMEL, INDIANA Summary The objective of the operation and maintenance manual is to assist the owner of the Stormwater BMPs in operating, inspecting and maintaining the low-flow water quality swales within Jackson’s Grant located in the City of Carmel, Indiana. An Inspection Checklist is included to ensure that all the required maintenance is conducted to maintain the integrity and design features of the wetland BMPs. Mowing Plan If turf grass surrounds BMP, once established, turf grass height shall be maintained at a minimum height of four (4) inches to control weeds. Not more than ½ of the grass leaf shall be removed by the initial cut- ting or subsequent cutting. Do not mow any live native herbaceous plant area. Fertilizer No fertilizer is to be used unless soil testing has found specific deficiencies in nutrients. Herbicide and Pesticide Guidance Throughout the first year, treat any weeds, non-native or invasive species with glyphosate herbicide approved for use around water (Rodeo) by spot-spraying or other means that minimize incidental herbicide drift. Herbicide application should be conducted on, windless days so that the chemical does not spread or volatize. Re-seed and/or replant any die-back resulting from incidental treatment with herbicide. Pre-emergent herbicides to be used on upland areas adjacent to stormwater management BMPs and other native landscape areas without native seed, or at least one year following seed installation, consist of prodiamine herbicides such as Barricade. Pre-emergent herbicides shall not be applied to plantings located in standing water. All herbicides must be applied by State Chemists Office approved applicators and any application must be approved by the City of Carmel Utility Department prior to application. Spill Response Plan The proposed land use will consist of single family residential houses. The pollutants and sources of each pollutant normally expected from these types of land uses are listed below: • Pollutant Source: Passenger vehicles, delivery vehicles, and trucks o Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials • Pollutant Source: Residence o Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system • Pollutant Source: Roadway o Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfaces • Pollutant Source: Lawn and landscape areas o Type of Pollutant: Fertilizers, herbicides, organic material (leaves, mulch, grass clippings) and pesticides. 5/8/2020 11 of 41 14 I POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. Jackson’s Grant I CARMEL, INDIANA In case of spill, contact the City of Carmel Fire Department (317-571-2625), City of Carmel Utilities (317- 571-2442), City of Carmel Engineering (317-571-2441), and the IDEM Spill Hotline (317-233-7745). Responsible Parties The following owner information is responsible for funding and maintenance of the BMP’s listed in the manual: Owners Name: Republic Development, LLC Owners Address: 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 5/8/2020 12 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I 15 Jackson's Grant I CARMEL, INDIANA Native Dry Detention with Low Flow Vegetated Swale BMPRaingarden Inspection Checklist Site Name BMP – ID “As Built” Plans Available? Inspection Date ___________________________ Inspection Time Days since Previous Rainfall ______________ Depth of Previous Rainfall Inspector Inspector Signature Maintenance Item Satisfactory or Unsatisfactory Notes Overflow Devices Inspect Overflow Devices Other:______________________________ Adjacent Areas Inspect for Root Intrusion Inspect surface BMPs to determine if functioning correctly Inspect adjacent areas for ponding Other:______________________________ Debris Remove debris from surface BMP Remove debris from overflow devices Vegetation Remove exotic species not included on the approved/provided species list Remove any dead vegetative debris Replenish mulch seasonally Other:______________________________ Actions to be taken: To be Completed by (Date): 5/8/2020 13 of 41 4 I POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. Jackson’s Grant I CARMEL, INDIANA Native Dry Detention with Infiltration Trench BMPs (BMPs 1B, 1C, 4C, 4D, 6A, 6B, 6C, 7, 8, 9A, 9B, 10A, 10C, 11A, 11B, 12D, 15A, 15B, 15C, 17B, 18A, 18B, 20A, 20B, 21B, 22A, 22B, 26A, 26B, 27, 33A, 34, 35) 5/8/2020 14 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I 5 Jackson's Grant I CARMEL, INDIANA Introduction This document defines responsibilities for operating, inspecting and maintaining the Native Dry Detention with Infiltration Trench Best Management Practices (BMPs) within Jackson’s Grant within Carmel, Indiana. An annual report will need to be submitted to the City of Carmel Engineering Department, Attn: Storm Water Administrator, One Civic Square, Carmel, IN 46032. Native Dry Detention with Infiltration Trench BMP City of Carmel as well as Hamilton County personnel will have the right to enter the premises to perform compliance inspections of all permanent BMPs. However, routine monthly and annual inspection of the native/infiltration basin BMP is the responsibility of the owner. Additional inspections (using the monthly checklist) are required within 48 hours of the end of any significant rainfall event (2 inches or more within 24 hours). Sample monthly inspection logs are included within this manual. Monthly Inspections The following areas should be inspected on a monthly basis: Vegetation • Some species of plants are considered invasive and should be eradicated within one month of discovery. Invasive species include reed canary grass (Phalaris arundinacea), purple loosestrife (Lythrum salicaria), common reed (Phragmites australis), and narrowleaf cattail (Typha angustifolia.). The Appendix contains photos of these four common invasive species. • If invasive volunteer trees appear, they should be documented for removal. • Landscaped area of the banks that are eroded or have exposed bare earth shall be restored to proper grade, stabilized and re-seeded with the appropriate native seed mixtures. Floating Pollutants • Remove all floatable debris. • Note visible pollution such as oily sheens, discoloration, and cloudy or muddy water • Remove shoreline pollution such as trash or oily liquids • Miscellaneous debris Erosion • Inspect inlet, outlet, headwall and endwall areas for erosion and undercutting. If erosion is occurring, then additional scour protection measures will need to be employed. • Areas of severe erosion or other conditions that may constitute a public hazard should be corrected as soon as possible and prior to the next monthly inspection. Outlet • All pond outlets shall be inspected and checked for debris and obstructions that disrupt the flow within the storm water management system. If any pipes are obstructed, they must be cleared. Embankments • Animal burrows – Burrowing mammals should be controlled or eradicated when present in densities that endanger the integrity of the embankment. Damage caused by their burrowing must be repaired as soon as possible. Any burrowing mammal control effort will need to be carefully planned and executed to avoid negative impacts on adjacent habitats and wildlife. Such measures will be confined to the embankment. Mammals that may be of concern are beavers (Castor canadensis), and muskrat (Ondatra zibethica). 5/8/2020 15 of 41 6 I POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. Jackson’s Grant I CARMEL, INDIANA• Slope protection failure – Inspect the slopes of the BMP for any sliding or scour protection displacement. Please note location and describe the failure. • Infiltration Trench Inspection – The subsurface stone storage serves as the primary infiltration medium for stormwater runoff within this BMP. The major source of sediment build-up in the subsurface stone comes from construction activities; however, there are still potential clogging issues at the surface of the stone trench that must be inspected regularly. Visually inspect the surface layer of the stone trench for floatable debris and trash. Areas of ponding or stagnant water indicate that the top layer of the stone has clogged. Maintenance Maintenance responsibilities shall remain in effect for the life of the BMP from the date the construction is completed. Data sheets are included to evaluate each area of concern. Vegetation Although the BMP is expected to develop into a system that will eventually require little or no vegetation maintenance, some vegetation maintenance will be required in the first 2 years following construction in order to give the new vegetation communities a chance to become well established. Precautionary measures must be taken to prevent invasive species from establishing. These species should be either physically removed or treated with herbicide by qualified plant maintenance professional. Physical removal is strongly preferred above the application of herbicide. If herbicide is used, it must be applied by State Chemists Office approved applicators and any application must be approved by the City of Carmel Utility Department prior to application. Replant or reseed vegetation when damaged, vandalized or removed in compliance to original planting specifications. Infiltration Trench Although subsurface stone within the infiltration trench will be relatively maintenance free, it is imperative that the surface layer undergo maintenance if areas of ponding occur that indicate clogging. The entire stone trench will be wrapped in geotextile fabric to prolong the life of the subsurface stone section. The top of the trench will then be capped with river cobble. Any maintenance operations should be limited to the top layer of the trench. Areas of the stone trench found to be clogged with debris or sediment build-up shall undergo proper maintenance. This consists of picking up large debris, removing the river cobble cap above the geotextile fabric, removing sediment build-up, and replacing the cleaned river cobble. In extreme cases, the entire stone trench may need to be excavated if it is determined that clogging is occurring within the wrapped stone envelope. Mowing Plan If turf grass surrounds BMP, once established, turf grass height shall be maintained at a minimum height of four (4) inches to control weeds. Not more than ½ of the grass leaf shall be removed by the initial cutting or subsequent cutting. Do not mow any live native herbaceous plant area. Fertilizer No fertilizer is to be used unless soil testing has found specific deficiencies in nutrients. Herbicide and Pesticide Guidance Throughout the first year, treat any weeds, non-native or invasive species with glyphosate herbicide approved for use around water (Rodeo) by spot-spraying or other means that minimize incidental herbicide 5/8/2020 16 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I 7 Jackson's Grant I CARMEL, INDIANA drift. Herbicide application should be conducted on, windless days so that the chemical does not spread or volatize. Re-seed and/or replant any die-back resulting from incidental treatment with herbicide. Pre-emergent herbicides to be used on upland areas adjacent to stormwater management BMPs and other native landscape areas without native seed, or at least one year following seed installation, consist of prodiamine herbicides such as Barricade. Pre-emergent herbicides shall not be applied to plantings located in standing water. All herbicides must be applied by State Chemists Office approved applicators and any application must be approved by the City of Carmel Utility Department prior to application. Spill Response Plan The proposed land use will consist of single family residential houses. The pollutants and sources of each pollutant normally expected from these types of land uses are listed below: • Pollutant Source: Passenger vehicles, delivery vehicles, and trucks o Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials • Pollutant Source: Residence o Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system • Pollutant Source: Roadway o Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfaces • Pollutant Source: Lawn and landscape areas o Type of Pollutant: Fertilizers, herbicides, organic material (leaves, mulch, grass clippings) and pesticides. 571-2442), City of Carmel Engineering (317-571-2441), and the IDEM Spill Hotline (317-233-7745). F.10 Responsible Parties The following owner information is responsible for funding and maintenance of the BMP’s listed in the manual: Owners Name: Republic Development, LLC. Owners Address: 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 5/8/2020 17 of 41 8 I POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. Jackson’s Grant I CARMEL, INDIANA Native Dry Detention with Infiltration TrenchRaingarden Inspection Checklist Site Name BMP – ID “As Built” Plans Available? Inspection Date ___________________________ Inspection Time Days since Previous Rainfall ______________ Depth of Previous Rainfall Inspector Inspector Signature Maintenance Item Satisfactory or Unsatisfactory Notes Overflow Devices Inspect Overflow Devices Other:______________________________ Adjacent Areas Inspect for Root Intrusion Inspect surface BMPs to determine if functioning correctly Inspect adjacent areas for ponding Other:______________________________ Debris Remove debris from surface BMP Remove debris from overflow devices Vegetation Remove exotic species not included on the approved/provided species list Remove any dead vegetative debris Replenish mulch seasonally Other:______________________________ Actions to be taken: To be Completed by (Date): 5/8/2020 18 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I 9 Jackson's Grant I CARMEL, INDIANA Maintenance Item Satisfactory or Unsatisfactory Notes Overflow Devices Inspect Overflow Devices Other:______________________________ Adjacent Areas Inspect for Root Intrusion Inspect surface BMPs to determine if functioning correctly Inspect adjacent areas for ponding Other:______________________________ Debris Remove debris from surface BMP Remove debris from overflow devices Other:______________________________ Actions to be taken: To be Completed by (Date): InfIltratIon trench & SubSurface Storage InSpectIon checklISt Site Name BMP – ID “As Built” Plans Available? Inspection Date Inspection Time Days Since Previous Rainfall Depth of Previous Rainfall Inspector Inspector Signature 5/8/2020 19 of 41 SUMP CATCH BASINS JACKSON’S GRANT, SECTION 7 PURPOSE & BACKGROUND A BMP for Jackson’s Grant, Section 7, is a sump catch basin located at a specified structure prior to, or at the outlet of, the BMP Basins. The sump catch basins are storm structures constructed with a sump which serves as a sediment storage basin that can be accessed and cleaned out when necessary. The structure for Jackson’s Grant, Section 7, is located at structure #677 and the details for this structure are provided in this manual, as well as in the construction documents and the BMP Location Map. INSPECTION & MAINTENANCE ACTIVITIES The performance of a sump catch basin is highly dependant on the inspection and maintenance of the structure. If the structure is not properly maintained, the ability to remove pollutants will decrease. The BMP owner will need to provide the maintenance for the sediment removal. The BMP owner agrees to the following monthly inspection program: 1. Remove manhole lid or open pavement grate to expose inside of box structure. 2. Lower a dip stick equipped with a ball valve (Sludge Judge or similar device) into opened box structure. 3. Measure the depth of sedimentation. The level of sedimentation shall not exceed 12 inches before maintenance. 4. In the event that maintenance is required, call a local vactor company to remove sediments and other debris with a vacuum truck. Dispose of all waste in accordance with the City of Westfield and any applicable state, and/or federal requirements. Along with these monthly inspection reports, the BMP owner agrees to the submittal of annual inspection reports to the City of Carmel Engineering due one year after construction is completed, with subsequent reports due each year within the same month of the initial report. EMERGENCY CONTACT INFORMATION Hamilton County Surveyor’s Office - (317) 776-8495 Carmel Fire Department - (317) 571-2600 Indiana Department of Environmental Management (IDEM) - (317) 356-2411 REFERENCES 1. Indiana Storm Water Quality Manual - October 2007 2. Hamilton County Stormwater Technical Standards Manual - January 2006 3. City of Carmel Stormwater Technical Standards Manual – July 2006 5/8/2020 20 of 41 DATESTRUCTURE NO. STRUCTURE CONDITION (poor, fair, good) SEDIMENTATION LEVEL (in.)(total # structures = __) SUMP CATCH BASIN BMP INSPECTION CHECKLIST 5/8/2020 21 of 41 OUTLET CONTROL STRUCTURES JACKSON’S GRANT, SECTION 7 PURPOSE & BACKGROUND There are basin areas within the project that use Outlet Control Structures in order to restrict flows and allow sediment and other debris to settle prior to moving into the downstream storm sewer system or outlet. This is accomplished by using smaller orifice openings on the basin side of the structures. Some of these structures have larger openings on top of the structure for heavier rain events. Four of these structures are BMPs for Jackson’s Grant, Section 7. These structures are #687, #689, #693, and #697. The details for these structures are provided in this manual as well as in the construction documents and the BMP Location Map. INSPECTION & MAINTENANCE ACTIVITIES The performance of these Outlet Control Structures are highly dependent on the inspection and maintenance of the structure. Protection from clogging is required for any orifice size. Smaller orifice openings are more susceptible to clogging, which prevents the structure control from performing its function and potentially causing adverse impacts. If the structure is not properly maintained, the ability to remove pollutants will decrease. The BMP owner will need to provide the maintenance for the sediment removal. The BMP owner agrees to the following monthly inspection program: 1. Outlet control structures should be inspected after several storms to ensure that they are functioning properly and that there are no erosion or debris problems developing. 2. Inspect for sediment and/or debris buildup. Sediment or debris blocking any of the orifice openings or the opening on the top of the structure restrict the effectiveness of the structure. 3. In the event that maintenance is required, remove sediments and other debris. Dispose of all waste in accordance with the City of Carmel and any applicable state, and/or federal requirements. EMERGENCY CONTACT INFORMATION Hamilton County Surveyor’s Office - (317) 776-8495 Carmel Fire Department - (317) 571-2600 Indiana Department of Environmental Management (IDEM) - (317) 356-2411 REFERENCES 1. Indiana Storm Water Quality Manual - October 2007 2. Hamilton County Stormwater Technical Standards Manual - January 2006 3. City of Carmel Stormwater Technical Standards Manual – July 2006 5/8/2020 22 of 41 OUTLET CONTROL STRUCTURE CHECKLIST Date: ____________ Inspected by: __________________ OUTLET CONTROL STRUCTURE No. ____________________ Item Yes No N/A Notes Orifice clear of trash or debris? Top opening of structure intact with grated opening? Sediment in basin above lowest opening of structure? Any holes or damage to structure other than designed orifice openings? Vegetation growing in structure or across orifice openings blocking or impeding flow into structure? Any evidence of oil, gasoline, contaminants or other pollutants? (coordinate removal/cleanup with local water quality response agency). 5/8/2020 23 of 41 POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. I 29 Jackson's Grant I CARMEL, INDIANA Typha angustifolia Narrowleaf Cattail Lythrum salicaria Purple Loosestrife Phalaris arundinacea Reed Canary Grass Phragmites australis Common Reed Below are photos of invasive species and a species list that are commonly be found within the vegetat- ed areas: 5/8/2020 24 of 41 30 I POST CONSTRUCTION OPERATION AND MAINTENANCE MANUAL I WILLIAMS CREEK CONSULTING, INC. Jackson’s Grant I CARMEL, INDIANA Cirsium arvense Canada Thistle Alliaria petiolata Garlic Mustard Below is a list of invasive species that may be found within the vegetated areas: • Asian Bush Honeysuckle • Autumn Olive • Black Locust • Buckthron • Chinese Silvergrass • Common Reed • Creeping Charlie • Creeping Jenny • Crown Vetch • Dame’s Rocket • Japanese Hedge Parsley • Japanese Honeysuckle • Japanese Knotweed • Multiflora Rose • Norway Maple • Periwinkle • Privet • Purple Lossestrife • Purple Winter Creeper • Reed Canary Grass • Russian Olive • Siberian Elm • Smooth Brome • Star-of-Bethlehem • Sweet Clover • Tall Fescue • Tree-of-Heaven • White Mulberry • Winged Burning Bush The link below is an exhaustive list of Indiana’s Invasive Plants: http://extension.entm.purdue.edu/CAPS/ 5/8/2020 25 of 41 APPENDIX A 5/8/2020 26 of 41 841.30841.3084 1 . 4 0841.40841.40841.6084 1 . 6 0 841.7084 1 . 8 0 841.90842.0084 2 . 1 0 842.20842.20842.20842.20842.40842.40842.40842.40842.50842.60842.60842.70842.70842.7084 2 . 7 0 842.70842.70842.80842.90843.00843.00843.10843.30843.30843.30843.30843.3084 3 . 3 0 843.40843.50843.60843.60843.60843.60843.7084 3 . 7 0 843.7084 3 . 7 0 84 3 . 7 0 843.80843.80843.80843.9084 4 . 1 0 844.10844.20844.3084 4 . 3 0 84 4 . 3 0 844.30844.40844.40844.40844.50844.50844.50844.60844.60844.60844.60844.60844.70844.70844.70844.80844.80844.90845.2084 5 . 2 0 845.30845.3084 5 . 3 0 84 5 . 4 0 845.40845.4084 5 . 4 0 845.50845.50845.50845.6084 5 . 6 0 845.60845.70845.80845.80845.90845.90846.20846.30846.30846.40846.50846.60846.80846.9084 7 . 3 0847.30847.30847.40847.60847.70847.70848.10848.2084 8 . 2 0848.30848.60848.80848.80848.80848.90849.00849.30849.40849.40849.50849.60849.60849.60849.70849.80849.90850.50850.80851.00851.30851.40851.40851.60851.60851.70851.70851.7085 1 . 7 0 851.7085 1 . 8 0851.80851.80851.8085 2 . 1 0 852.20852.30852.50852.50852.50852.60852.60852.60852.70853.2085 3 . 2 0853.40853.40853.40853.40853.40853.60854.40854.40854.40854.40854.40854.40854.40854.70855.1085 5 . 4 0 856.70.80841.17841.19841.40841.66841.67841.34841.4284 1 . 5 1 841.69841.52841.73841.14841.74837.87837.30837.42841.08840.80834.9984 1 . 8 5 842.0484 1 . 9 4 842.00841.82841.8584 1 . 8 3 84 1 . 5 9840.99841.10840.9784 1 . 0 0841.55857.40858.30858.30858.30858.4085 8 . 5 0 858.70859.20859.40860.30860.40860.60860.60861.10861.30861.4086 1 . 4 0 86 1 . 6 0 861.60861.80861.9062.1 0.40 862.40862.40862.40862.50862.50862.50862.50862.6086 2 . 6 0862.60862.6086 2 . 7 0 862.70862.80862.80863.20863.20863.40863.40863.40863.50863.50863.60864.10864.30864.30864.70864.80864.80865.40865.60865.60866.30857.203856.93857.05859.0360.01 8EX. SANITARYMH #JG 601TSIDE DROP)T.C.=857.5418" PS115 NEINV.=833.6518" PS115 SINV.=833.55.R. 35 P.V.C. WINV.=848.79EX. SANITARY MH #JG 600T.C.=858.0618" PS115 SWINV.=833.91EX. SANITARY MH #JG 602T.C.=851.8118" PS115 NINV.=832.8618" PS115 WINV.=832.76EX. SANITARY MH #JG 603T.C.=852.6718" PS115 EINV.=832.2918" PS115 WINV.=832.19EX. SANITARY MH #JG 604T.C.=853.0218" PS115 EINV.=831.4618" PS115 SWINV.=831.36EX. SANITARY MH #JG 605T.C.=934.7118" PS115 SINV.=830.2418" PS115 NEINV.=830.34EX. CURB INLET #800T.C.=856.4412" R.C.P. SWINV.=852.65EX. CURB INLET #801T.C.=856.4512" R.C.P. NEINV.=852.5312" R.C.P. WINV.=852.43EX. YARD INLET #666T.C.=853.7912" R.C.P. SINV.=850.06EX. CURB INLET #679T.C.=853.1812" R.C.P. SINV.=848.9512" R.C.P. NINV.=849.05EX. CURB INLETW/ 2' SUMP #680T.C.=853.1812" R.C.P. NINV.=848.6515" R.C.P. SINV.=848.55EX. YARD INLET #692T.C.=851.8012" R.C.P. WINV.=849.00EX. YARD INLET #691T.C.=853.2512" R.C.P. EINV.=850.00EX. OUTLETCTRL. STR. #693T.C.=853.5012" R.C.P. WINV.=851.00EX. OUTLETCTRL. STR. #697T.C.=851.5012" R.C.P. SWINV.=845.00EX. CURB INLET #672T.C.=853.5812" R.C.P. SINV.=849.54EX. CURB INLET #673T.C.=853.5812" R.C.P. NINV.=849.3515" R.C.P. SINV.=848.35EX. MANHOLE #674T.C.=850.9815" R.C.P. NINV.=847.4215" R.C.P. WINV.=847.32EX. CURB INLETW/ 2' SUMP #669T.C.=854.2412" R.C.P. NWINV.=848.4312" R.C.P. SEINV.=847.74EX. CURB INLET #668T.C.=854.2412" R.C.P. NINV.=848.8312" R.C.P. SEINV.=848.73EX. YARD INLET #667T.C.=852.7512" R.C.P. SINV.=849.00EX. END SECTION #67812" R.C.P. NINV.=853.00EX. END SECTION #80212" R.C.P. EINV.=851.00EX. END SECTION #68115" R.C.P. NINV.=846.50EX. END SECTION #67112" R.C.P. NINV.=846.50EX. END SECTION #67515" R.C.P. EINV.=847.00EX. END SECTION #68512" R.C.P. SINV.=844.50EX. END SECTION #68612" R.C.P. NINV.=844.00EX. END SECTION #68812" R.C.P. NEINV.=840.00EX. END SECTION #69612" R.C.P. NEINV.=849.00EX. END SECTION #69512" R.C.P. SWINV.=849.50EX. END SECTION #69412" R.C.P. EINV.=850.75EX. END SECTIO12" R.C.P. NEINV.=851.00EX. END SECTION #69012" R.C.P. NINV.=841.00EX. OUTLETCTRL. STR. #689T.C.=847.5012" R.C.P. SINV.=841.65EX. MANHOLE #670T.C.=851.1812" R.C.P. NWINV.=847.0812" R.C.P. SINV.=846.98EX. OUTLETCTRL. STR. #687T.C.=0.0012" R.C.P. SWINV.=841.00EX. END SECTION #69812" R.C.P. NEINV.=844.36758855.90A3759855.52A3760855.14A3761855.09A3762855.09A3763855.36A3764855.10A3765855.14A3766855.64A3767855.42A3768855.08A3769855.30A3770855.25ASW TEEC.A. #28C.A. #27C.A. #29308314BLOCK 'N'305306307310309311312313315316EX. BMP 15AEX. BMP 15BEX. BMP 15C EX. BMP 13DEX. BMP 13AEX. BMP 13BEX. BMP 14BEX. BMP 14CC.A. #29C.A. #29C.A. #27C.A. #27C.A. #27C.A. #275'SIDEWALK1+50856.822+00857.422+50858.023+00858.623+50859.224+00859.804+50859.865+00859.565+50859.506+00860.086+50860.687+00861.288+00860.858+50859.179+00857.674+28.31859.94HP5+29.73859.43LP7+40.20861.58HP9+52.89857.13LP1+04.10856.44W WWW WWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W WWWWWWWWWWWWWWWT.C.=858.06T.C.=857.57T.C.=857.20T.C.=860.40T.C.=861.30T.C.=862.40T.C.=861.50MFF=862.00MFF=862.00MFF=861.80MFF=861.80MFF=861.10MFF=861.10MFF=861.10MFF=861.20MFF=862.10MFF=862.80MFF=862.20MFF=859.60MFF=862.40MFF=862.40MFF=862.40MFF=862.40MFF=862.40MLAG=860.6MFPG=860.6MLAG=861.3MFPG=861.3MLAG=861.5MFPG=861.5MLAG=861.5MFPG=861.5MLAG=861.3MFPG=861.3MLAG=856.0MFPG=856.0MLAG=856.0MFPG=856.0MLAG=856.0MFPG=856.0MLAG=856.0MFPG=856.0MLAG=856.0MFPG=856.0MLAG=861.4MFPG=861.4MLAG=861.4MFPG=861.4MLAG=861.4MFPG=861.4MLAG=860.6MFPG=860.6MLAG=860.6MFPG=860.6MLAG=860.6MFPG=860.6MLAG=860.6MFPG=860.6MLAG=860.6MFPG=860.6MLAG=860.6MFPG=860.6MLAG=859.0MFPG=859.0MLAG=859.0 MFPG=859.0 MLAG=859.0 MFPG=859.0 MLAG=859.0 MFPG=859.0 MLAG=859.0MFPG=859.0MLAG=859.0MFPG=859.0MLAG=859.0MFPG=859.0MLAG=860.6MFPG=860.613.24% 6.00% 1.98%1.98%1.98%1.98%0.00% 0.00% 1.03%1.03%1.00%9.10%28.74% 1.28%1.28%1.00%9.10%31.32% 1.00%1.00%1.00%1.00%14.90%16.90% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 20.10%0.02% 0.47% 0.87% 0.02% 0.41% 1.60% 0.19% 0.13% 0.13% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 1.01% 0.22% 1.44% 3.35%0.47% 0.49% 0.14% 2.09% 1.19% 0.00% 0.00% 0.00% 19.00% 29.27 % 1.20% 2.21% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00%1.00%1.00%1.00%1.00%1.00% 0.00%0.00%0.00%0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.04% 0.05%0.22%0.17%0.18%0.92% 0.34% 2.12% 0.10% 0.10% 0.20% 0.20% 0.06% 0.06% 1.25% 1.25% 1.00% 13.13% 21.98% 1.00%1.00%1.00%1.00%16.83% 0.52%1.00% 1.22%0.20%9.70%0.56%0.68%0.79% 1.00% 1.00% 1.00% 1.00% 0.35% 0.41% 2.01% 1.00% 3.50% 0.97%1.57%1.44%1.77%3.06%3.06% 1.27%1.27%1.75%1.75%3.26%3.26% 0.79%0.79%1.75%1.75%4.63%4.63% 2.37% 2.37% 1.00% 1.00% 3.09% 33.33% 4.08% 4.08% 4.08% 4.08% 4.08% 4.08% 4.08% 2.50%1.94%1.94%30.00% 1.00%1.00%9.39%30.00% 1.00%1.00%8.51%30.00% 1.00%1.00%5.40%30.00% 1.00%1.00%6.21%30.00% 4.93%4.93%4.93%2.92% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 2.18% 2.18% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 33.33% 27.17% 8.79% 8.79% 1.00% 1.00% 1.00% 1.00% 9.77% 9.77% 6.35%6.35% 3.08% 4.06% 7.52% 7.52% 1.00% 1.00% 5.49% 5.49%1.00%1.00% 7.75% 7.75% 1.00% 1.00% 1.00% 1.00% 5.42% 5.42% 5.52% 5.52% 6.13%6.13% 7.12%7.12% 7.06% 7.06% 0.00% 8.58% 8.58% 1.00% 1.00% 1.00% 1.00% 4.58% 4.58% 1.00% 4.39%4.39% 1.00% 1.00% 6.42% 6.42% 1.00% 6.40% 6.40% 1.00% 1.00% 1.00% 1.00%7.01%7.01% 1.00% 1.00% 4.06% 3.08% 3.92%3.92% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 10+00 857.56 10+50 858.66 11+00 859.78 11+50 860.60 12+00860.5012+50860.2013+00859.9014+00 859.80 14+50 860.10 15+00 860.40 11 + 6 6 . 6 1 86 0 . 6 6 HP 15+28.92 860.57 GRD.CHG.13+59.12 859.61 LP 1.20%1.20%-0.60%1.20%-3.90%0.60%-0.60%2.25%855860856857858859860861860861862860861862860861 860861 862 860861 860861862 860861862860861862863 864 860 861 862 860 861 862 863 864 860 856857 858 859 861 860856857858859 861 855 860 854 856857858859 861 860859861855854856857855854856857860858859861860858859855854856857855 860 854 856857858 859 855854856857860 856 8 57 8 58 859 860858859861860858859 857857861861861862862861861861861862 863862 8558608568578588598618548578 5 8 85 9 856 857 858 859 86 0 860 857 858 859 328329321322326319333332331330327323325324320317318C.A. #37VAR. B.M.P.E.&R.D.E.&U.E170 L.F. SWALE @ 1.00%60 L.F. SWALE @ 1.00%89 L.F. SWALE @ 1.00%130 L.F. SWALE @ 1.00%130 L.F. SWALE @ 1.00%130 L.F. SWALE @ 1.00%132 L.F. SWALE @ 1.00%110 L.F. SWALE @ 1.00%99 L.F. SWALE @ 1.70%145 L.F. SWALE @ 1.27%147 L.F. SWALE @ 1.75%147 L.F. SWALE @ 3.26%862.8M.E.862.0M.E.863.0M.E.862.0M.E.860.8860.8860.5H.P.859.0860.8860.9860.3859.3861.0861.0859.9861.0 861.0 861.0 860.4 H.P.860.8862.8M.E.859.1 862.1 M.E.862.4M.E.862.5M.E.862.3M.E.862.0M.E.862.0M.E.860.4H.P.859.1861.0861.0861.0M.E.861.0H.P.86 1 . 4 86 2 . 3 861.0859.3859.9860.8 861.2 861.2 861.2860.3859.8 860.1 860.5 858.7 859.5860.2 860.5 860.1859.8 854.7M.E.856.7M.E.858.4854.0M.E.854.0M.E.859.7860.1859.4 854.0M.E.857.0857.0857.0854.0M.E.861.5 861.1 861.9 861.6 860.8 861.2 857.0854.0M.E.857.0854.0M.E.857.9 859.2 858.2 861.5860.9 861.5861.8861.5862.2M.E.861.8861.5862.1864.9 M.E.863.8M.E.862.3 M.E.855.5 M.E. 854.2 854.8 859.0 859.3 861.7 861.6 863.4M.E. 863.5 858.7859.6859.8854.8854.8856 . 4 858 . 1 860.4333861.3332861.3331861.3330861.6329861.6328862.3327862.3326861.9325863.5324862.3323861.3322861.9321862.1320861.5319860.5318860.5317860.8862.0M.E.862.6M.E.862.3M.E.858.8860.8857 . 7 857. 6 857.3 M.E.854.2M.E.855.2M.E.856.2 M.E. 85 6 . 7 M.E . 8 5 5 . 9 M.E . 8 5 6 .0M.E . 861.6 862.0M.E.855.8857.3860.2862.3859.3860.5861.2 861.9 860.9 860.9860.8861.6 M.E. 145 L . F . S W A L E @ 1 . 0 0 %5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5'SIDEWALKS T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942BMP 13DBMP 13ABMP 13BBMP 14CBMP 14BBMP 15ABMP 15BBMP 15C SPRINGMSECTIOINSTR. NoP.B. 11, PGS20' D.E.SE. COR., NE. 1/4, NE. 1/4,SEC. 34, T.18N., R.3E.MATHEMATICAL SPLITS00°13'14"W 2631.02'E. LINE, NE. 1/4, SEC. 34, T.18N., R.3E.NW. COR., SE. 1/4, NW. 1/4,SEC. 34, T.18N., R.3E.MATHEMATICAL SPLITW. LINE, NE. 1/4, NE. 1/4, SEC. 34, T.18N., R.3E.N00°17'00"E 1316.35'N00°13'14"E 457.30' (M & R)WILL35'43'12'35'27'62'43'2' 31' 2'12'47'20'27'(PUBLIC - VARIABLE R/W)9'23'1'9'38'9'8'47'10'9'46'26'57'4'1'24'7'36'9'21'26'46'47'46'8'40'9'5'28'26'26'1'26'31'R/W LINER/W LINER/W LINER/W LINE 45'25'25'45'WWWWWWCONCRETE ENCASEMENTEX. LAT.EX. LAT.EX. LAT.EX. LAT.EX. LAT.EX. LAT.EX. LAT.EX. LAT.EX. LAT.EX. LAT.EX. LAT.EX. LAT.R/W LINER/W LINE40' B.L.40' R.40' R.50' 1/2 R/WWBook, Robert M & Sidney JeanneSECTION 7BMP 13ABMP 13DWILLIAMS CREEKALMOND DITC H> o o o> o o o> o o o > o o o 50' I.E.E. &D.U. & S.S.E.30' B-B50' I.E.E. &D.U. & S.S.E.30' B-B30' B-BWWWWWWWWWWWWW20' D.&U.E.20' D.U.&S.S.E.20' D.U.&S.S.E.20' D.U.&S.S.E.20' D.U.&S.S.E.10' D.&U.E.10' D.&U.E.15' R.D.E.15' R.D.E.20' D.&U.E.20' D.&U.E.40' B.L.40' B.L.40' B.L.40' B.L.40' B.L.40' B.L.40' B.L.40' R.40' R.50' 1/2 R/WBMP 14BBMP 15C15' R.D. E. 15' R. D. E.********120' I.E.E. &D.U. & S.S.E.EX. PATHC SPRING MILL ROADBMP 14CSECTION 6BMP 13BBMP 15ABMP 15BALMOND DITC H0+00856.840+50856.709+60853.151+00855.453+00854.774+00855.375+00854.886+00854.087+00853.668+00854.359+00853.780+50856.231+50854.682+50854.483+50855.074+50855.285+50854.486+50853.687+50854.018+50854.299+50853.25LP2+01.72854.24HP4+19.59855.43LP6+76.64853.58HP8+19.94854.40HP0+13.26856.87LP 1+01.9 2 856.44 0+00854.341+00854.630+50854.061+50855.54GRD.CHG.2+05.68856.56LP0+44.59854.06> o o o RAYLEE DRIVENORTHVALE BLVDWWWWWWW W WWWEX. PATHEX. PATH20' B-B24' B-B20' B-B8' PATH8' PATH8' PATH8' PATH8' PATHVAR. B.M.P.E.&R.D.E.&U.E.VAR. R.D.E.&U.E.VAR. B.M.P.E.&R.D.E.&U.E.50' 1/2 R/W50' 1/2 R/W5' B.L.(PRIVATE)C SPRING MILL ROADLLC.A. #29C.A. #28C.A. #27C.A. #29VAR. B.M.P.E.&R.D.E.&U.E.C.A. #2750' I.E.E. &D.U. & S.S.E.10' D.&U.E.50' 1/2 R/W45' R.(PRIVATE)(PRIVATE) ALMOND CR E E K D R I V E NORTHVALE BLVDRAYLEE DRIVE(PRIVATE)(PRIVATE)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFPERMANENT SEED PER DEMO AREA.CONTRACTOR TO WALK SITE WITHDEVELOPER TO DETERMINE TREEREMOVAL60160REP-S6JACKSONS GRANT ON WILLIAMS CREEKJAW BAHCARMELHAMILTON COUNTY, INDIANA12/07/18SECTION 6File Name: S:\60160REP-S6\DWG\C300 - Erosion Control Plan.dwg - C302Modified / By: December 14, 2018 1:14:10 PM / jwillisPlotted / By: December 17, 2018 2:57:34 PM / Jennifer WillisDATE MARKREVISIONSBYCERTIFIED:S & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942C302PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:DOUG WAGNERPHONE: (317) 770-7011Know what'sRNO EARTH DISTURBING ACTIVITIES MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT.ANY DISCHARGE OF CONTAMINATED WATER DUETO DEWATERING SHALL OUTLET THROUGHEXISTING VEGETATION OR FILTER BAGS THATWILL NOT ADVERSELY IMPACT STORM WATERQUALITY.NOTE:1. ANY ADDITIONAL EROSION CONTROL MEASURESMAY BE REQUIRED IN THE FIELD BY THEINSPECTOR.2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2WEEKS, THEN STABILIZATION IS REQUIRED TO TAKEPLACE IN THE FORM OF TEMPORARY SEEDING,MULCH, OR SPRAY ON POLYMER.3. CONTRACTOR TO STAY WITHIN CONSTRUCTIONLIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS.GRAPHIC SCALE( IN FEET ) 1" = 50 FTLEGENDDenotes Construction LimitsDenotes permanent seeding & mulch areasSeeding rate:Seeding mixture:l30#/acre or 3#/l000 S.F.25% creeping red fescue35% perennial rye40% Kentucky bluegrassDenotes seeding w/fiber blanket #S75 by North American GreenSeeding rate:Seeding mixture:ll0#/acre or 2.5#/l000 S.F.38% Kentucky 3l fescuel9% perennial ryel9% annual ryel4% orchard grassl0% Kentucky bluegrassDenotes temporary seeding & mulching.Seeding rate:Seeding mixture:50#/acre100% perennial ryeSeeding dependant on demo areaSTORM MANAGEMENT AREA 1 SIGNAGE (REFER TO SHEETS V3 FORDETAIL)DENOTES RIPRAPGRAPHIC SCALE( IN FEET ) 1" = 60 FT5/8/2020 28 of 41 Know what'sRP:\1 Indiana\REPUBLIC\01.0561.P.1 Silvara Sustainable Stormwater Design\CAD - GIS\Working Drawings\CD\BMP CDs - Section 6\01.0561 Silvara B-13.dwg12/13/2018DESIGN DEVELOPMENTDOCUMENTSJACKSON'S GRANT 619 N Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phone5/8/2020 29 of 41 Know what'sRP:\1 Indiana\REPUBLIC\01.0561.P.1 Silvara Sustainable Stormwater Design\CAD - GIS\Working Drawings\CD\BMP CDs - Section 6\01.0561 Silvara B-14.dwg12/13/2018DESIGN DEVELOPMENTDOCUMENTSJACKSON'S GRANT 619 N Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phone5/8/2020 30 of 41 Know what'sRP:\1 Indiana\REPUBLIC\01.0561.P.1 Silvara Sustainable Stormwater Design\CAD - GIS\Working Drawings\CD\BMP CDs - Section 6\01.0561 Silvara B-15.dwg12/13/2018DESIGN DEVELOPMENTDOCUMENTSJACKSON'S GRANT 619 N Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phone5/8/2020 31 of 41 P:\1 Indiana\REPUBLIC\01.0561.P.1 Silvara Sustainable Stormwater Design\CAD - GIS\Working Drawings\CD\Landscape Plans - Section BMP 13-15\LS1.2 BMP 13A&13B.dwg12/13/2018BMPS 13A, 13B, 15A, 15BJACKSON'S GRANT BMP 619 N Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phone5/8/2020 32 of 41 30627,089 sq.ft.P:\1 Indiana\REPUBLIC\01.0561.P.1 Silvara Sustainable Stormwater Design\CAD - GIS\Working Drawings\CD\Landscape Plans - Section BMP 13-15\LS1.3 BMP 13D.dwg12/13/2018BMP 13DJACKSON'S GRANT BMP 619 N Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phone5/8/2020 33 of 41 P:\1 Indiana\REPUBLIC\01.0561.P.1 Silvara Sustainable Stormwater Design\CAD - GIS\Working Drawings\CD\Landscape Plans - Section BMP 13-15\LS1.1 BMP 14B & 14C.dwg12/13/2018BMP 14B & 14CJACKSON'S GRANT BMP 619 N Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phone5/8/2020 34 of 41 ** ** * *P:\1 Indiana\REPUBLIC\01.0561.P.1 Silvara Sustainable Stormwater Design\CAD - GIS\Working Drawings\CD\Landscape Plans - Section BMP 13-15\LS1.0 Jackson's Grant BMP.dwg12/13/2018BMP 15C & NORTH ENTRYJACKSON'S GRANT BMP 619 N Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phone5/8/2020 35 of 41 5/8/2020 36 of 41 5/8/2020 37 of 41 OUTLET CONTROL STRUCTURE #687 DETAIL NOT TO SCALE12" R.C.P.24"6"6" NOTE: TOP OF WALL ELEV.= 846.50 6"6"6" 6"24" 36" NTS 6"24"6"6"6"6"CAST IRON TRASH GUARD GALVANIZED OR CAST IRON GALVENIZED OR TRASH GUARD NO CASTING CONTRACTOR SHALL VERIFY PROPER METHOD OF ATTACHING TO OUTLET STRUCTURE PRIOR TO FABRICATION & INSTALLATION PROPOSED GRADE 12" R.C.P.INV.=841.0 6"OUTLET CONTROL STRUCTURE #689 DETAIL NOT TO SCALE12" R.C.P.30"6"6" NOTE: TOP OF WALL ELEV.= 847.50 6"6"6" 6"30" 42" NTS 6"30"6"6"6"6"CAST IRON TRASH GUARD GALVANIZED OR CAST IRON GALVENIZED OR TRASH GUARD NO CASTING CONTRACTOR SHALL VERIFY PROPER METHOD OF ATTACHING TO OUTLET STRUCTURE PRIOR TO FABRICATION & INSTALLATION PROPOSED GRADE 12" R.C.P.PROPOSED GRADE ELEV.=845.00 INV.=841.65 6"INV.=843.00 12" S.S.D.PROPOSED GRADE ELEV.=843.0012" S.S.D.INV.=841.00 6" ORIFICE INV.=845.00 6" ORIFICE INV.=845.00 4" ORIFICE INV.=843.00 4" ORIFICE INV.=843.00 OUTLET CONTROL STRUCTURE #693 DETAIL NOT TO SCALE12" R.C.P.24"6"6" NOTE: TOP OF WALL ELEV.= 853.50 6"6"6" 6"24" 36" NTS 6"24"6"6"6"6"CAST IRON TRASH GUARD GALVANIZED OR CAST IRON GALVENIZED OR TRASH GUARD NO CASTING CONTRACTOR SHALL VERIFY PROPER METHOD OF ATTACHING TO OUTLET STRUCTURE PRIOR TO FABRICATION & INSTALLATION PROPOSED GRADE INV.=851.00 6"OUTLET CONTROL STRUCTURE #697 DETAIL NOT TO SCALE12" R.C.P.24"6"6" NOTE: TOP OF WALL ELEV.= 851.50 6"6"6" 6"24" 36" NTS 6"24"6"6"6"6"CAST IRON TRASH GUARD GALVANIZED OR CAST IRON GALVENIZED OR TRASH GUARD NO CASTING CONTRACTOR SHALL VERIFY PROPER METHOD OF ATTACHING TO OUTLET STRUCTURE PRIOR TO FABRICATION & INSTALLATION PROPOSED GRADE 12" R.C.P.INV.=844.50 6"12" S.S.D.PROPOSED GRADE ELEV.=847.00 6" S.S.D.PROPOSED GRADE ELEV.=852.75 INV.=845.00 6" ORIFICE INV.=847.00 6" ORIFICE INV.=847.00 INV.=851.00 6" S.S.D.12" S.S.D.2" ORIFICE INV.=852.75 2" ORIFICE INV.=852.75 12" R.C.P.12" S.S.D.12" S.S.D.5/8/2020 38 of 41 APPENDIX B 5/8/2020 39 of 41 BMP OWNER ACKNOWLEDGMENT JACKSON’S GRANT, SECTION 7 ACKNOWLEDGMENT AGREEMENT For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned owner (“Owner”) hereby submits this Operation and Maintenance Manual (“Manual”) to the City of Carmel, Indiana (“City”) as a written acknowledgement of Owner’s warranty and agreement to institute, maintain, and follow the water quality Best Management Practices (“BMPs”) listed below, and to follow and abide by the inspection schedule and maintenance activities listed in this Manual. The Owner also hereby agrees to provide, at Owner’s cost, all additional maintenance, repair, and/or replacement services reasonably necessary to maintain the function and longevity of the BMPs from and including the date this Agreement is executed by Owner to and including the date on which a new Agreement is filed with the City by another party who assumes all of the obligations and responsibilities of Owner as set forth herein. BMP LIST: Sump Catch Basins STRs – 677, 683 Native Dry Detention w/ Low Flow Vegetated Swale BMPs – 13A / 13B / 13C / 13D / 14B / 14C Native Dry Detention w/ Infiltration Trenches BMPs – 15A / 15B / 15C Outlet Control Structures STRs – 687 / 689 / 693 / 697 Jackson’s Grant Homeowner’s Association Inc. c/o Jackson’s Grant Real Estate Company, LLC Owner Signature Date Printed STATE OF INDIANA ) ) SS: COUNTY OF HAMILTON ) BEFORE ME, the undersigned, a Notary Public in and for said County and State personally appeared Douglas B. Wagner Owner/Agent subscribed and sworn before me this day of , 2019 . Hamilton County of Residence Signature 08/22/2022 Mary E. Bredlau Commission Expiration Date Printed Name 5/8/2020 40 of 41 THIS PAGE LEFT INTENTIONALLY BLANK. 5/8/2020 41 of 41