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Home My WebLink AboutO&M ManualOperations and Maintenance Manual Replat – FIVE-TEN SUBDIVISION LOTS 1A & 2A Job #: 23-021 Date: 5/18/2024 Prepared for: Thomas A Lazzara 7911 Morningside Dr. Indianapolis, IN 46240 Prepared by: VITREON AEC Reviewed by: JAMES D. HALL, PS P.O. BOX 402 Westfield, Indiana, 46074 317-449-5700 Upon Recording, Return to: VITERON AEC 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. JAMES D. HALL Owner Acknowledgement Agreement (“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. BMPs: Infiltration trench on West side of drive Catch Basin Str 4 w/ Snout ___________________________________________________ _______________________________ ________________________ Owner Signature Date _______________________________ ______________________________ Printed Name Company STATE OF INDIANA ) ) SS: COUNTY OF HAMILTON ) BEFORE ME, the undersigned, a Notary Public in and for said County and State, personally appeared _________________________________ Owner subscribed and sworn before this ____ day of __________________, ________. ______________________________ County of Residence Signature ______________________________ Commission Expiration Date ______________________________ Printed Name A water Quality BMP is a terrain feature or manmade structure that stops dirt and debris from entering a storm system. Section I – Description and Location (INST# 2014025122) Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East in Clay Township ,Hamilton County ,Indiana, more particularly described as follows: Commencing at the Southeast corner of the Northeast Quarter of Section 25, Township 18 North, Range 3 East, thence West on and along the South line of said Quarter 413.00 feet, thence North 00 degrees 00 minutes 00 seconds [East] (assumed bearing) parallel with the East line of said Quarter 1388.00 feet, thence South 89 degrees 08 minutes 40 seconds West 166.10 feet to the Point of Beginning of this description ,thence South 89 degrees 08 minutes 40 seconds West 186.70 feet to a point on the East right of way line of the C.I. & L. Railroad (Monon) ,thence North 00 degrees 59 minutes 46 sec onds West along said East right of way line 344.50 feet, thence North 89 degrees 08 minutes 40 seconds East 358.79 feet to a point on the West right of way line of First Avenue Northwest as now exists, thence South 00 degrees 00 minutes 00 seconds [West] parallel with the East line of said Quarter and along the West right of way line of First Avenue Northwest 212.50 feet to a point which bears North 00 degrees 00 minutes 00 seconds [East] 1520.00 feet from the South line of said Northeast Quarter, thence South 89 degrees 08 minutes 40 seconds West 166.10 feet, thence South 00 degrees 00 minutes 00 seconds [West] and parallel to the East line of said Quarter 132.00 feet to the Point of Beginning. EXCEPT :Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East in Clay Township ,Hamilton County, Indiana, more particularly described as follows: Commencing at the Southeast corner of the Northeast Quarter of Section 25, Township 18 Nort h, Range 3 East; thence West on and along the South line of said Quarter 413.00 feet, thence North 00 degrees 00 minutes 00 seconds [East] (assumed bearing) parallel with the East line of said Quarter 1640.50 feet to a Point of Beginning of this description ,thence South 89 degrees 08 minutes 40 seconds West 166.10 feet, thence North 00 degrees 00 minutes 00 seconds [East] and parallel with the East line of said Quarter 92.00 feet, thence North 89 degrees 08 minutes 40 seconds East 166.10 feet to a point on the West right of way line of First Avenue Northwest as now exists, thence South 00 degrees 00 minutes 00 seconds [West] parallel with the East line of said Quarter and along the West right of way line of First Avenue Northwest 92.00 feet to the Place of Beginning Narrative The Infiltration basin will function by slowing surface flows and allowing infiltration into the Underground Detention System, trapping TSS up to 80%. Additionally large volumes will enter Structure #4 during heavy rains and the Snout will provide additional separation of large solids and debris. Roof Drains for both lots shall be connected to this structure. Rear and side yard swale between the lots shall be directed to this structure. EASEMENT EXHIBIT The eastern 50’ of Lots 1A & 2A is a DUE, BMPE & Common Access Easement (CAE) SITE MAP BMP CROSS SECTION SECTION II – MINIMUM STANDARDS OF CARE There are a few general maintenance practices that should be followed for all infiltration BMPs. These include:  All catch basins and inlets should be inspected and cleaned at least twice a year  The overlying vegetation of subsurface infiltration features should be maintained in good condition, and any bare spots re vegetated as soon as possible.  Vehicular access on subsurface infiltration areas should be prohibited (unless designed to allow vehicles), and care should be taken to avoid excessive compaction by mowers.  Routinely remove accumulated trash and debris  Remove invasive plants as needed  Inspect the basin after major storm events and make sure that runoff drains down within 72 hours. Mosquitoes should not be a problem if the water drains in 72 hours. Mosquitoes require a considerably long breeding period with relatively static water levels. Requirements regarding the submittal of annual inspection reports to the City of Carmel Engineering Department. The first report is due one year after construction is completed, with subsequent reports due each year within the same month of the initial report. If there are any deficiencies found during the inspection, these should be addressed. If the inspection report is not received within the month it is due, if there are deficiencies which were not included in the report, or if any deficiencies included in the report are not addressed in a timely manner, the BMP owner faces enforcement action from the City.