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August23,2019
KWA Project No. 1803-021
OPERATION AND MAINTENANCE MANUAL
FOR
BEST MANAGED PRACTICE
PROJECT
CHILDRENS THERAPLAY PHASE
9919 Towne Road
Cannel, IN
OWNER
Craig Dobbs
Lucky, LLC
(317)872-4166 (Phone)
9919 Towne Road
Carmel, IN 46032
kpelletier®childrenstheraplay.org
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations ler-webb associate% aa6 Gradle Drive, Carmel,
of State and Local Codes ledaat each Social Security number in this
City of Camel
DATE: 10/30/19
SECTION 1
OWNER RESPONSIBILITY
The owner shall bear the cost for the installation and maintenance of Best Managed Practices (BMP).
In the event that, ownership changes the ownership and responsibility for maintaining the BMP shall
also transfer to the new owner(s). It is the responsibility of the current owner to pass this manual on to
the next owner of the property.
RIGHT -OF -ENTRY
The owner of the property shall allow entry onto the property personnel from the Carmel
EngineeringlStormwater Department. The personnel from the above offices shall have the right to
inspect the BMP(s) described in this manual. The personnel shall be granted access only to Inspect the
BMP(s).
ANNUAL REPORTING
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.
Submit to: Storm Water Department, One Civic Square, Carmel, IN 46032
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
lli!"
DATE: 10/30/19
SECTION 2
BMP(s) located at 9919 Towne Road
DRAINAGE PLANS AND DETAILS OF THE BEST MANAGED PRACTICE
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 10/30/19
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RELEASED FOR CONSTRUCTION
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City of Camel
DATE: 10/30/19
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RELEASED FOR CONSTRUCTION
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DATE: 10/30/19
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DATE: 10/30/19 ---
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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 10/30/19
01
01
RECORD LEGAL DESCRIPTION
LUCKY, LLC
INSTRUMENT NO. 9909922622
TRACT 1
PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 9, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON
COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHWEST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 17 NORTH,
RANGE 3 EAST; THENCE WEST ON AND ALONG THE SOUTH LINE OF AFORESAID
SOUTH HALF 660.84 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID
SOUTH HALF 659.25 FEET TO THE NORTH LINE OF SAID SOUTH HALF; THENCE EAST
ON AND ALONG AFORESAID NORTH LINE 660.84 FEET TO THE EAST LINE OF SAID
SOUTH HALF; THENCE SOUTH ON AND ALONG AFORESAID EAST LINE 659 FEET TO
THE PLACE OF BEGINNING (CONTAINING 10.128 AC. •/-).
TRACT 2
A PART OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 17 NORTH, RANGE
3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF AFORESAID NORTHWEST QUARTER
SECTION, RUN THENCE NORTH 00 MINUTES DO SECONDS EAST ALONG AND WITH
THE WEST LINE THEREOF 669.96 FEET; THENCE SOUTH 89 DEGREES 16 MINUTES 30
SECONDS EAST 671.28 FEET; THENCE SOUTH 0 DEGREES 04 MINUTES 00 SECONDS
EAST A MEASURED DISTANCE OF 669.25 FEET TO A POINT IN THE SOUTH LINE OF
THE AFORESAID QUARTER SECTION; THENCE NORTH 89 DEGREES 13 MINUTES
WEST ALONG AND WITH SAID SOUTH LINE 672.07 FEET TO THE PLACE OF BEGINNING
(CONTAINING 10.306 AC. y-).
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 10/30/19
133:11:T1I"
INGRESS/EGRESS & BMP DRAINAGE EASEMENT
That portion of the site labeled as "INGRESS/EGRESS ACCESS & BMP DRAINAGE
EASEMENT'. The following is a description of a parcel of real estate located in Cannel,
Indiana being a part of the land described in deeds for Lucky, LLC Instrument No.
9909922622, in the Office of Recorder, Hamilton County, Indiana, being Part of the Southwest
Quarter of Section 9, Township 17 North, Range 3 East, of the Second Principal Meridian, in
Hamilton County, Indiana, more particularly described as follows:
Commencing at the Northwest corner of the Southwest Quarter of Section 9, thence South 00
degrees 25 minutes 23 seconds Fast, (assumed bearing), along the West line of the
Southwest Quarter of Section 9, to the POINT OF BEGINNING; thence North 88 degrees 51
minutes 16 seconds East, 544.50 feet; thence North 5 degrees 41 minutes 17 seconds East,
57.52 feet; thence North 75 degrees 22 minutes 17 seconds East, 112.26 feet; thence South
12 degrees 41 minutes 17 seconds East, 65.66 feet; thence South 79 degrees 15 minutes 09
seconds West, 68.78 feet; thence South 3 degrees 34 minutes 16 seconds West, 27.57 feet
thence South 88 degrees 51 minutes 16 seconds West, 603.81 feet, to the West line of the
Southwest Quarter of Section 9; thence North 00 degrees 25 minutes 23 seconds West,
20.00 feet, along the West line of the Southwest Quarter of Section 9, to the POINT OF
BEGINNING.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 10/30/19
SECTION 3
OWNER -REQUIRED PERIODIC INSPECTIONS AND INSPECTIONS TO BE PERFORMED BY CITY
REPRESENTATIVES AND DEFINITIONS
BMP Best management practices can refer to structural measures
(Wetlands, ponds, sand filters, vegetative swales, vegetative strips etc.) or non-
structural measures (restrictive zoning, reduced impervious areas, etc.). BMPS
are designed for the benefit of water quality and quantity. For the purposes of
this chapter, BMPS refer to structural water quality BMPS.
BMP owner
The owner of the BMP, typically the property owner. The BMP owner may also
be the leases of property in the case of long-term leases of commercial or
industrial zoned properties. The leases is considered the BMP owner only g the
lease specifically stales that construction by the lessee must meet applicable
local codes and regulations.
BOD
Biochemical oxygen demand
Contributing
Contributing drainage area refers to the total drainage area
Drainage damage
to a given point, including offsite drainage.
Effective drainage
Effective drainage area refers to the drainage area from a
area
specific site, excluding offsite drainage, where offsite drainage either do" not
exist or where offsite drainage bypasses the site through culverts or other
means.
Impervious area
Impervious areas are areas where the land surface has been altered to
decrease the amount of rainwater infiltration. Impervious surfaces include
paved roads, concrete driveways and rooftops.
Offline structure
Offiine structures are BMPS that treat only the water quality volume (WOv).
Flows exceeding the WOv bypass the structure and re-enter the watercourse
below the BMP.
Redevelopment
Redevelopment means any construction, alteration, or improvement where
structures are removed and/or replaced. Where the disturbance caused by
redevelopment activities disturbs less than 10,000 sci t., no water quality BMP
plan shall be required. Staff has the discretion to exempt the redevelopment
activities for minor additions to the redevelopment for the installation of the
designed BMP's.
Stormwater
A system of vegetative, structural, and other measures
Quality
that reduce or eliminate pollutants that might otherwise
Management
be carried by surface runoff.
Total P
Total Phosphorus
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and focal Codes
City of Camel
DATE: 10/30/19
Treatment train A treatment train consists of more than one BMP In series treating stormwater
runoff. Such configurations are necessary when BMPs individually cannot meet
the 80 kTSS reduction goal.
Watershed Watershed refers to the total drainage area contributing
runoff to a single point.
Purpose/Background Urban stormwater runoff contains many types and forms of pollutants. When
compared to stormwater runoff from pre -development conditions, higher
concentrations and some contaminants that are not naturally present in surface
runoff from undeveloped local lands are found. Runoff from watersheds
contains sediment particles, oxygen -demanding compounds, nutrients, metals
and other constituents. Once developed, constituent loads Increase because
surface runoff volumes increase and the sources of many of these pollutants
also increase. Supplemental applications of compounds, such as fertilizers,
also tend to Increase the availability of some pollutants to stormwater runoff.
Infiltration Trench
Runoff water quality in urban areas can be extremely detrimental to local
habitat. Paved surfaces and standing water bodies for stormwater
management control elevate the temperature of water entering streams.
Chemicals in standing water and ponds are oxidized, resulting in depressed
levels of dissolved oxygen. Increased runoff volumes and rates create scour
and deposition damage to in -stream habitat. Activities in urbanized areas, such
as vehicular traffic, deposit pollutants such as heavy metals and oil and grease
on paved surfaces where they easily wash off Into the streams. All roadway
construction and improvement projects that disturb more than % acre must
meet the requirements of this chapter.
Best management practices (BMPs), both structural and non-structural, can
reduce the amount of pollutants in stormwater. This section of the manual
establishes minimum standards for the design, maintenance, application, and
construction of water quality BMPs. The information provided in this chapter
establishes performance criteria for stormwater quality management and
procedures to be followed when preparing a BMP plan for compliance.
BMPs noted in this manual refer to post -construction BMPs, installed after
construction has been completed and the site has been stabilized. Installing
certain BMPs such as bioretenfan areas and sand filters, prior to stabilization
can cause failure of the measure due to clogging from sediment. However, with
a strict construction sequence, detention ponds and other BMPs can be
installed initially during construction and used as sediment wntrol measures. In
those instances, the construction sequence must require that the pond be
cleaned out with pertinent elevations and storage and treatment capacities
reestablished as noted in the approved stormwater management plan.
An infiltration trench is a linear stormwater BMP consisting of a continuously
perforated pipe within a sub -surface stone -filled trench wrapped with geotextile.
RELEASED FOR CONSTRUCTION adthroughthe system ith somdesigned
events, volume reduction may be
Subject to compliance with all nigulatims odischarge, All infiltration trenches
of State and focal Codes srflow. Sediment pretreatment of runoff
gdared to prevent clogging within the
City of Camel moff from roadways and parking areas.
DATE: 10/30/19
SECTION 4
OWNER REQUIRED OPERATION & MAINTENANCE & INSPECTION LOGS
ROUTINE MAINTENANCE BY THE OWNER
There are a few general maintenance practices that should be followed for all infiltration BMPs. These
include:
1. All catch basins and inlets should be inspected and cleaned at least twice per year.
2. The overlying vegetation of subsurface infiltration features should be maintained in good
condition, and any bare spots revegetated as soon as possible.
3. 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.
4. Inspect the basin after major storm events and make sure that runoff drains down within 72
hours. Mosquitoes should not be a problem g the water drains in 72 hours. Mosquitoes require
a considerably long breading period with relatively static water levels.
5. Inspect for accumulation of sediment, damage to outlet control structures, erosion control
measures, signs of water contamination/spills, and slope stability in the berms.
&. Mow only as appropriate for vegetative cover species.
7. Remove accumulated sediment from the sediment pretreatment devicefforebay as Inspect
pretreatment forebay at least one time per year.
&. If the infiltration basin bottom becomes clogged, scrape bottom and remove sediment and
restore original cross section. Properly dispose of sediment.
Winter Considerations
Most infiltration practices are typically located below the frost line and continue to function effectively
throughout the writer. It is imperative to prevent salt, sand, cinder, and any other deicers from clogging
the surface area of infiltration practices by avoiding piling snow in these areas. Sand and cinder deicers
could clog infiltration devices and soluble delvers, such as salt, can damage the health of vegetation.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 10/30/19
12
Project Location:
Inspector:
MalINemme tom Saslafvrnory/ �0��
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UaamHUvclory
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Inletbollel
Smscmvl iusegnty ofiWer/outlet
A
]detlavkt clew ofdRsie
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Overflow ryilhvoy demo(deb�is
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Erosion coutrolnt ides implace(eg.. smLaway
A
evWeuce of incaution
Erosim conuol at cedes in plate/evidence of
A
emslon
Isapecildeat arch basin mpsneana of6hN
A
PtvlrenHmnt nor SeNment
Device fmnioousg to reap sedirmn
A
Reumve areumdatM sediment
A
Overall fmncdouvmy
Emma ivHNadwdevire is fiucnmWtp
ptaperly(profnswrul civil eugimer is
A
recuumanaided)
&11P IONhwHan surdon
Evidence ofsed'mwuedon W MIP
A
Does cedilmm acmmWetiou asurendy nydre
A
removal
DNuis in BMP
5
Evidence oferouou lnesevt
A
Aggrtade llnapplloWe)
Smpre ofaggregme Clay
A
Any"Plmesneu ofagpepte needaciI91f
clogged with mdiorm. replaceuwns is
A
oecesaa forc Wituadpioperfiundon.
Inspection frequency key —A= Amnml, M=MontW➢.. S=.Afler aujm'storto
"Prim to field inspection. it is recommenced to review the as-bdlt plans.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Central
DATE: 10/30/19
Setlsfecfp i
axomveuded
MalWemuce Item ) 4nmttsfacny
hspMlon
Comments
F
veeelated sup face lu applicable)
Venemdve caves exists
A
opll000l considerations
Inslaw BMP fin mvenve ryecles
A
Qualified professloml applicabi selectively
A
herbicide uoasr a specie
Iralease plant divasity by pumping addimoml
veneration in creating a mfive place automation
A
basin ma.
Compares Into leeidmR(Tte on Wck)
A
Mowing done nbea necessary
A
No fluiliZfl'mless among routines it
A
hspec000 fregnmtcy key —A= Anolml, hf = bfooddy, S= ARer uulol stores
m Nice o field inspection it is rxmmumuled to review the inbuilt plane;.
Summary
hespec of s remarks:
Overall combine offsulity(aceepuble of unacceptable).
Dates any maintenance must be completed by:
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Canal
DATE: 10/30/19
14
BMP (best management practice) owners must routinely inspect BMPs to verify that all BMP
components are functioning as designed and are not In danger of failing. All BMPs need maintenance
to function as water quality and quantity enhancements. Maintenance can range from dredging
sediment out of the treatment area to mowing grass.
Inspections must be documented on the Inspection form included in this Operation and Maintenance
Manual.
The BMP Owner agrees to follow maintenance and inspection program:
MAINTENANCE INSPECTION FREQUENCY
MAINTENANCE
STORM SEWER& Monthly
-Remove debris
STORM STRUCTURE
-Remove excess
DEBRIS CLEANOUT
vegetation
VEGETATION Monthly
-Maintain grass
heights of 4'-8"
-Reseed, fertilizer,
mow as needed
-Check for erosion
INFILTRATION TRENCH As Needed
-Replace or repair
protection (seeding,
etc)
-Check for evidence
of Flow around
structure and erosion
around downstream
outlet
-Remove obstructions
-Repair erosion
SEDIMENT As Needed
-Remove sediment
from detention pond
and swirl chamber as
specified In
manufacturers
recommendation
PONDING Ponding over 48 hours
-Replace or repair
undardrein
-Remove obstructions
RELEASED FOR CONSTRUCTION
-Repair erosion
vegetative strips or males. All trash and
e Subject to compliance with all regulations
i as necessary to promote healthy
of State and Local Codes
Clean out any sediment that is floored
City of Camel
I placed in a stabilized area. It Is the
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4VT�\a+u91W WL
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DATE: 10/30/19
i'
SECFION 5
Owner Acknowledgemam Agreement C'Agreemern")
For good and valuable consideration, the rel and sufficiency of which are hereby acknowledged.
the undersigned owner ("Ownl hereby Quel lte this Oparatlon and Maintenance Manuel (Manual")to
the City of Carl Indiana (°City) as a written acknowledgement of Owners warranty and agreement
to institute, maintain, and follow Me water cruelty Best Management Practices ('RNI listed in this
document and to fallow and abide by the Inspection schedule and maintenance activities listed In this
Manual. The Owner also hereby agrees in provide. at Owners cost, all additional maintenance, repai
ani replacement services reasonably necessary to maintain the function and longevity of the Bi
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 parry who assumes all of the obligations and
responsibilities of Owner as set tenth herein.
BMPs:
Infiltration Trench
ern r naWre }�� I
U5
Pnntetl Name
STATE OF INDIANA )
SS:
COUNTY OF HAMILTON )
BEFORE ME, the un i ned, a N
Personally appearetl
sworn before this ai.. dery of sti
P . !9
Dee
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i
and for will County and State,
Owner subscribed and
4�`PawNF /e'4//iG
wq�%R rye3a?e, :d'p1
SPPO.:pEEEere' w�wJ'(ei
RELEASED FOR CONSTRUCTION N°Y
Subject to compliance with all regulations
of State and Local Codes
City of Carnal
1�"
DATE: 10/30/19