HomeMy WebLinkAboutO&M ManualTHE GROVE at the LEGACY
SECTION 4
OPERATIONS & MAINTENANCE MANUAL
BMP TYPE: SUMP CATCH BASINS
BMP OWNER:
PM Development Holdings, L.L.C.
168 West Carmel Drive
Carmel, Indiana 46032
Contact Person: Todd Pyatt
Phone: (317) 379-0184
PREPARED BY:
Brian M Brown, PE, CFM
Stoeppelwerth and Associates, Inc.
(317) 570-4704
DATE PREPARED:
August 14, 2020
Cross-Reference is hereby made to the declaration of covenants, conditions and restrictions and any amendments thereof as follows:
a. Master Declaration of Covenants & Restrictions of the Legacy recorded as Instrument No. 2008055153.
b. Amenity Overlay Declaration of Covenants and Restrictions of the Legacy recorded as Instrument No. 2013002731 .
I, Brian M Brown, 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.
OPERATIONS AND MAINTENANCE
MANUAL
THE GROVE AT THE LEGACY, SECTION 4
JOB# 55115PYT-S4
TABLE OF CONTENTS
OPERATIONS AND MAINTENANCE MANUAL
PURPOSE AND BACKGROUND
STORM WATER QUALITY CONTROL REQUIREMENTS
INSPECTION AND MAINTENANCE
REFERENCES
APPENDIX A – BMP DESCRIPTION
SUMP CATCH BASIN:
PURPOSE & BACKGROUND
INSPECTION & MAINTENANCE ACTIVITIES
EMERGENCY CONTACT INFORMATION
APPENDIX B
BMP LOCATION MAP
DETAIL DRAWINGS
APPENDIX C
SUMP CATCH BASINS INSPECTION & MAINTENANCE CHECKLIST
APPENDIX D
OWNER ACKNOWLEDGMENT AGREEMENT
OPERATIONS AND MAINTENANCE
MANUAL
THE GROVE AT THE LEGACY, SECTION 4
PURPOSE AND BACKGROUND
Each year thousands of acres of Indiana land undergoes disturbance and/or is converted for the
construction of subdivisions, commercial and industrial centers, highways, and other land uses.
Agriculture and urban development are the two major types of land-disturbing activities in Indiana.
Both are very important to the economic well being of the citizens of the state. Without proper
planning and the wise selection of storm water management measures, these areas of soil disturbance
are very vulnerable to accelerated erosion and sedimentation.
Whenever vegetation is removed from the land’s surface, the soil becomes exposed to the erosive
effects of wind and water. Although erosion is a natural process, it can be greatly accelerated by
human action that disturbs the land’s surface. While it is true that the tons of soil eroded on
agricultural lands is much greater, it has been proven that the amount of soil eroded on a per-acre
basis can be many times greater on active construction sites. The loss of soil through erosion
commonly results in the loss of good topsoil and the associated minerals and nutrients required for
plant establishment and growth.
Soil erosion not only causes on-site damage problems, but can also negatively impact water quality
downstream through sediment pollution. It has been shown that sediment is the number one water
quality pollutant by volume in Indiana.
Sediment damage can take many forms. Sediment accumulation in wetlands can reduce their
capacity to retain storm water and its value to wildlife. Sediment deposition in storm sewers can
reduce their efficiency and capacity. Sediment and accompanying nutrients often reaches lakes and
leads to algal blooms, a decrease in lake depth, and a decrease in the recreational and aesthetic value
of the lake.
In addition to erosion and sediment damage, the building of residential subdivisions, shopping
centers, industrial parks, schools, recreational attractions, etc. can have a significant effect on the
patterns and amounts of storm water runoff during and after construction takes place. This often
leads to water quality degradation and more frequent flooding events. The final land use associated
with many projects will also contribute to the discharge of pollutants. These pollutants will typically
be generated by the activities that are associated with the final land use.
It is important to practice effective storm water management and treatment of storm water runoff
before, during, and after construction. Otherwise, the landowner and/or public may end up paying
more for project reconstruction and replacement/maintenance of existing infrastructure.
Furthermore, public environmental awareness demands that land users work with nature, and not
against it, to protect Indiana’s land and water resources.
There are many ways to minimize the impacts of urbanization and protect the integrity of Indiana’s
natural resources. One method is through careful planning and inclusion of proven storm water
management measures in a project’s construction and development plans. Careful planning can
prevent or at the very least alleviate much of the damage caused by erosion and sedimentation and
the pollutants that will be associated with the final land use. However, careful planning and
incorporation of appropriate storm water quality measures into a project’s construction plans is not
enough. These measures must be deployed and maintained on the site throughout all construction
phases. (Indiana Storm Water Quality Manual, 2007)
This manual provides engineers, developers, builders, contractors, government officials, and other
with guidance on the inspection and maintenance of installed post-construction storm water quality
measures for The Grove at the Legacy, Section 4.
STORM WATER QUALITY CONTROL REQUIREMENTS
BMP OWNER CONTACT INFORMATION
PM Development Holdings, L.L.C.
168 West Carmel Drive
Carmel, Indiana 46032
Contact Person: Todd Pyatt
Phone: (317) 379-0184
The project site owner must submit to the City of Carmel a Storm Water Pollution Prevention Plan
(SWPPP) that would show the placement of appropriate BMP(s) specified in the City of Carmel
Stormwater Technical Standards Manual. The noted BMP(s) must be designed, constructed, and
maintained according to guidelines provided or referenced in the City of Carmel Stormwater
Technical Standards Manual.
It is the policy of the City of Carmel that the water quality management program be performance-
based. To that end, a best management practice (BMP) approved for use in the City of Carmel will
be capable of meeting or exceeding the 80% removal target for TSS whether the control be a single
structure or a series of controls.
In addition to TSS removal, a BMP must also be designed to store and treat the water quality volume
(WQv). The water quality volume is the storage needed to capture and treat the runoff from the first
inch of rainfall.
INSPECTION AND MAINTENANCE
It is essential that any approved BMP be properly inspected and maintained in order to assure the
TSS removal performance. Therefore, an inspection and maintenance plan is required. The county
encourages the use of a high-efficiency, low maintenance BMP(s) that has the potential for removal
of multiple storm water pollutants.
The City of Carmel and/or its representatives will perform annual inspections of permanent BMP(s)
to ensure compliance.
Routine monthly and annual inspections are the responsibility of the BMP owner. The BMP owner
shall be financially responsible for any maintenance or repairs required by the City of Carmel and/or
its representatives during the City of Carmel’s inspections.
The City of Carmel and/or its representatives have the right to enter the property to inspect the
BMP(s). In the event that the City of Carmel finds a BMP in need of maintenance or repair, the City
of Carmel will notify the BMP owner of the necessary maintenance or repairs and give the BMP
owner a timeframe for completing the maintenance or repairs. If the maintenance or repairs are not
completed within the designated timeframe, the City of Carmel shall perform the maintenance or
repairs and bill the BMP owner for the actual costs for the work.
Annual inspection reports are required to be submitted to the City of Carmel Engineering
Department, Attn: Storm Water Administrator, One Civic Square, Carmel, IN 46032. 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 of Carmel.
Legacy lies within a designated wellhead protection area (WHPA). To meet existing water quality
regulations and to help address WHPA concerns expressed by local agencies, stormwater basins at
Legacy will contain liners designed to manage potential contaminants that may be present within
stormwater during infiltration into the groundwater table. Please refer to the Spill Prevention Plan
listed below for a listing of possible pollutants and instructions in case of a spill.
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: Trash dumpster
o Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated
with distributions operations), uneaten food products, bacteria
• 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, paint fragments from parking stall stripes, concrete fragments,
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.
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).
EMERGENCY CONTACT INFORMATION
HAMILTON COUNTY SURVEYOR: 317-776-8495
CARMEL FIRE DEPARTMENT: 317-571-2600
IDEM: 317-356-2411
CARMEL UTILITIES: 317-571-2645
LOCAL EMERGENCY RESPONSE: 911
PM DEVELOPMENT HOLDINGS, L.L.C.: 317-379-0184
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
4. The Legacy Overall Master Plan – prepared by Williams Creek Consulting
SUMP CATCH BASINS
THE GROVE AT THE LEGACY, SECTION 4
PURPOSE & BACKGROUND
The BMP for The Grove at the Legacy, Section 4 is sump catch basins located in curb inlet
structures 849, 867 and 829A prior to entering a pond / basin. 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.
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 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
4. The Legacy Overall Master Plan – prepared by Williams Creek Consulting
50' R/W30' B-B0+25754.336+97755.380+00754.161+00754.272+00754.483+00755.154+00755.825+00755.640+50754.281+50754.172+50754.823+50755.485+50755.316+50755.10HP4+36.87756.00LP6+14.60754.94GRD.CHG.1+85.53754.39HP0+74.71754.42LP0+19.08754.09LP1+30.89754.12GRD.CHG.0+13.38754.112+64756.541+00755.422+00756.160+50754.982+50756.461+00755.592+00754.993+00755.274+00756.051+50755.293+50755.66754.7754.0754.1754.1756.2753.4754.9755.4755.9756.3755.9755.3756.1755.5754.0754.7754.4754.1754.7755.0754.6755.5756.7755.2756.02+64752.131+00754.552+00753.940+50753.832+50752.53GRD.CHG.1+52.00755.30GRD.CHG.0+13.38753.74GRD.CHG.0+35.01753.61GRD.CHG.0+12.00755.40GRD.CHG.0+62.45755.81GRD.CHG.2+36.21754.77GRD.CHG.4+35.99756.34GRD.CHG.4+72.00756.12GRD.CHG.0+13.38754.66GRD.CHG.1+52.00755.87755.8755.4755.9756.5756.2ANTIQUITY DRIVE(PUBLIC)WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)757.3757.3757.3757.3757.3757.3757.3757.3755.8755.8756.7756.7755.8755.8757.3757.3757.3757.3757.3757.3757.3757.3757.3757.3757.8757.8757.8755.0757.3757.3755.9757.8756.8756.8756.8756.8756.8756.8756.8756.8756.8756.8755.9755.3755.3755.3757.8757.8757.8756.7756.7ALLEY EAST(PRIVATE)756.6756.0753.7753.7753.7753.8755.1754.9755.4756.0756.0756.0756.0757.1755.2754.8756.3757.3757.3757.3757.3757.3LARSON DRIVE(PUBLIC)LARSON DRIVE(PUBLIC)CCHERRY CREEK BOULEVARDANTIQUITY DRIVE(PUBLIC)ALLEY WEST TO EAST(PRIVATE)755.0756.2756.27507507507 5 0 7507557557557497517517517517517517517527527527527527527527527527537537537537537547547 5 4
754754754754756756757757750750755755755751751752752753753754754756758759750750751752752754756756756757757756755753754755759760761762763764 715EX. 8" SDR-26 P.V.C.EX. 8" SDR-26 P.V.C.EX. 12" A.W.W.A. SDR-21 P.V.C.EX. MH. #735T.C.=755.738" S.D.R. 35 P.V.C NINV.=750.21EX. MH. #736T.C.=755.938" S.D.R. 35 P.V.C SINV.=750.50EX. MH. #727T.C.=755.198" S.D.R. 26 P.V.C SINV.=745.628" S.D.R. 35 P.V.C EINV.=747.538" S.D.R. 35 P.V.C WINV.=745.83EX. MH. #726T.C.=758.498" S.D.R. 26 P.V.C NINV.=744.628" S.D.R. 26 P.V.C SINV.=744.528" S.D.R. 26 P.V.C WINV.=746.23EX. MH. #725T.C.=757.988" S.D.R. 26 P.V.C EINV.=748.988" S.D.R. 35 P.V.C WINV.=749.08EX. MH. #714T.C.=754.218" S.D.R. 26 P.V.C WINV.=740.718" S.D.R. 26 P.V.C EINV.=740.65EX. MH. #713T.C.=753.448" S.D.R. 26 P.V.C WINV.=739.218" S.D.R. 26 P.V.C EINV.=739.16EX. MH. #712T.C.=755.068" S.D.R. 26 P.V.C SINV.=741.698" S.D.R. 26 P.V.C NINV.=737.618" S.D.R. 26 P.V.C WINV.=737.438" S.D.R. 26 P.V.C EINV.=737.09EX. MH. #720T.C.=755.458" S.D.R. 35 P.V.C SINV.=743.868" S.D.R. 26 P.V.C NINV.=743.76EX. MH. #721T.C.=754.918" S.D.R. 35 P.V.C NINV.=748.26EX. MH. #722AT.C.=755.688" S.D.R. 26 P.V.C EINV.=742.248" S.D.R. 26 P.V.C SINV.=737.81EX. MH. #722T.C.=756.308" S.D.R. 26 P.V.C NINV.=742.868" S.D.R. 26 P.V.C WINV.=742.76EX. MH. #724T.C.=757.238" S.D.R. 26 P.V.C NINV.=743.608" S.D.R. 26 P.V.C SINV.=743.528" S.D.R. 26 P.V.C WINV.=745.14EX. MH. #734T.C.=757.898" S.D.R. 35 P.V.C SINV.=748.928" S.D.R. 26 P.V.C EINV.=748.828" S.D.R. 35 P.V.C NINV.=749.70EX. MH. #729T.C.=754.028" S.D.R. 35 P.V.C EINV.=749.36EX. CURB INLET #80T.C.=755.3418" R.C.P. SEINV.=750.8921" R.C.P. WINV.=750.79EX. CURB INLET #803T.C.=755.1818" R.C.P. NWINV.=749.7421" R.C.P. SINV.=749.6421" R.C.P. EINV.=749.74EX. CURB INLET #804T.C.=754.4221" R.C.P. NINV.=749.1424" R.C.P. SINV.=749.04EX. MANHOLE #802T.C.=755.4318" R.C.P. NINV.=749.9318" R.C.P. SEINV.=749.8312" R.C.P. WINV.=750.28EX. MANHOLE #805T.C.=754.0824" R.C.P. NINV.=748.5527" R.C.P. SINV.=748.4512" R.C.P. WINV.=749.83EX. DBL. CURB INLET #814T.C.=754.0912" R.C.P. EINV.=750.04EX. CURB INLET #816T.C.=753.4012" R.C.P. SEINV.=750.16EX. MANHOLE #815T.C.=753.4127" R.C.P. NINV.=747.9827" R.C.P. SINV.=747.8812" R.C.P. NWINV.=749.62EX. CURB INLET #813T.C.=755.2512" R.C.P. WINV.=751.6612" R.C.P. EINV.=751.56EX. CURB INLET #812T.C.=755.3212" R.C.P. EINV.=751.76EX. YARD INLET #801T.C.=755.9718" R.C.P. NINV.=750.9018" R.C.P. SINV.=750.80EX. YARD INLET #800T.C.=755.7715" R.C.P. NINV.=751.4118" R.C.P. SINV.=751.31EX. YARD INLET #799T.C.=755.6815" R.C.P. SINV.=752.0512" R.C.P. NINV.=752.65EX. END SECTION #800A12" R.C.P. SINV.=753.15EX. BOX CULVERT 116INV.=747.21EX. BOX CULVERT 117INV.=747.19EX. END SECTION 38418" R.C.P.EX. DRYDETENTION #2(DD2)N.P.=750.0010 YR. ELEV.=751.50100 YR. ELEV.=753.94T.O.B.=756.00EX. BASIN (VN.P.=746.75EX. BASIN (VS4)N.P.=746.75THE GROVE AT THE LEGACYSECTION TWOInst.#2018030350PC. #5, Slide #852THE GROVE AT THE LEGACYSECTION TWOInst.#2018030350PC. #5, Slide #8527 5 7758
756756751752753THE GROVE AT THE LEGACYSECTION THREE AInst.#2020004967PC. #5, Slide #1105CHERRY CREEK BOULEVARDBIRTHRIGHT WAYWILBUR ROAD(PRIVATE)CANTIQUITYDRIVEBIRTHRIGHT WAYPICKETT PLACEJAMES DEAN DRIVEJAMES DEAN DRIVEC(PRIVATE)(PRIVATE)(PRIVATE)EX. 12" FORCEMAINEX. 8" WATER MAINEX. 8" WATER MAINEX. FIRE HYDRANTEX. FIRE HYDRANTEX. 8" WATER MAINEX. FIRE HYDRANT(PRIVATE)50' I.E.E.30' B-B30' B-B50' I.E.E.30' B-B50' I.E.E.30' B-B50' I.E.E.30' B-BPICKETT PLACELARSON DRIVE20 FEETFORCE MAIN EASEMENTINSTR. No. 2008043639(PRIVATE)(PUBLIC)(PRIVATE)5+11757.350+00756.601+00757.572+00757.103+00757.604+00757.045+00757.290+50757.481+50757.272+50757.383+50757.344+50756.972+30756.290+00755.961+00756.512+00756.430+50756.211+50756.700+00755.511+00756.322+00755.733+00756.014+00756.614+51756.350+50756.061+50756.032+50755.713+50756.31HP1+42.93756.71LP1+91.00757.08HP2+96.84757.60LP4+30.44756.92GRD.CHG.0+13.00756.88HP0+78.23757.66HP0+90.67756.33LP2+26.40755.63HP4+11.38756.63WILBUR ROAD0.60%-0.60%757.3757.4757.3757.3757.1757.3757.3757.3757.1757.3756.8756.8757.1756.8756.8758.1758.3758.1758.3758.1758.3758.1758.3758.1758.1758.5758.1758.3758.3758.3758.3758.1758.1758.7758.7758.7758.7758.7758.7759.2759.2759.2759.6759.6759.0759.0759.0759.6759.6759.6759.6757.8757.8757.9757.8757.8757.4757.4757.5757.55' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKV.A.R. R/WBIKE PROMENADEV.A.R. R/WBIKE PROMENADE12' PATH12' PATH12' PATHV.A.R. R/WBIKE PROMENADE757.7H.P.757.7756.3H.P.758.4758.0758.4758.2757.8757.7757.3757.7757.5757.1756.5756.3756.3755.8756.2756.6756.5756.5757.1756.3757.1H.P.756.3757.1757.1757.1755.2757.3756.5757.3757.3756.1756.9756.8756.1756.2755.8H.P.755.4756.1H.P.755.4755.9755.6758.2757.6755.2758.5758.5758.5758.5758.2758.0758.0758.0757.7757.7758.3757.0757.0756.8756.8756.8756.7756.5756.5756.5756.5755.4756.6755.8756.5756.1757.5H.P.757.7755.9756.5757.6756.0M.E.755.4M.E.755.4M.E.755.2M.E.755.5M.E.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: 317.849.59420 50'25'50' 1" = 50 FTLEGENDSTORM SEWER PIPESUMPED CATCH BASIN
BMP OWNER ACKNOWLEDGMENT
THE GROVE AT THE LEGACY, SECTION 4
ACKNOWLEDGMENT AGREEMENT
This Operations and Maintenance Manual is submitted to the City of Carmel with the intent to
insure the longevity and adequate functioning of the BMP(s) owned by PM Development Holdings,
L.L.C. for The Grove at the Legacy, Section 4. By submitting this Operations and Maintenance
Manual to the City of Carmel with plans to construct the BMP(s), the BMP owner noted above
agrees to follow and abide by the inspection schedule and maintenance activities listed in this manual.
The BMP owner noted above is responsible for any additional maintenance and/or repair activities
to maintain the function and longevity of the BMP(s).
BMP LIST:
SUMP CATCH BASINS (Structure 829A, 849, 867)
Owner Signature Date
Printed
STATE OF _________________ )
) SS:
COUNTY OF ________________ )
BEFORE ME, the undersigned, a Notary Public in and for said County and State personally
appeared Owner subscribed
and sworn before me this day of , .
Commission Number:_____________________
County of Residence Signature
Commission Expiration Date Printed Name