Subsurface Upflow Wetland Concept Detail E MAIN ST High ...

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( ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! .! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . ! . GW006 GW005 GW004 GW003 GW002 GW001 NA002 NA001 NA102 NA101 NA100 NA099 NA098 NA097 NA096 NA095 NA094 NA093 NA092 NA091 NA090 NA089 NA088 NA087 NA086 NA085 NA084 NA083 NA082 NA081 NA080 NA079 NA078 NA077 NA076 NA075 NA074 NA073 NA071 NA069 NA068 NA067 NA066 NA065 NA064 NA063 NA062 NA061 NA072 NA059 NA058 NA057 NA056 NA055 NA054 NA053 NA052 NA051 NA050 NA049 NA048 NA047 NA046 NA045 NA044 NA043 NA042 NA041 NA040 NA039 NA038 NA037 NA036 NA035 NA034 NA033 NA032 NA031 NA030 NA028 NA027 NA026 NA025 NA024 NA023 NA022 NA021 NA020 NA019 NA018 NA017 NA016 NA015 NA014 NA013 NA012 NA011 NA010 NA009 NA008 NA007 NA006 NA005 NA004 LAKEa LAKEb MN090b MN050b MN065 MN050a MN030a MN015 MN165a MN020 MN170 MN163 MN095 MN130h MN165b MN165 MN130i MN130g MN040a MN130 MN085 MN090 MN115 MN090d MN175a MN130e MN090e MN130c MN150a MN090f MN035 MN150j MN145 MN070005a MN155 MN130j MN125 MN010 MN150b MN175 MN130L MN100 MN040 MN150d MN150L MN130b MN100b MN150f MN110 MN180a MN025 MN130a MN135c MN185 MN150g MN090a MN070005 MN140 MN130d MN135d MN150e MN090c MN135a MN150c MN130k MN077 MN130f MN150k MN070005b MN135b MN150 MN150h MN160 MN030 MN135 MN070005c MN055 MN150i MN180 MN100a MN120 S RUSHING AV E CHILES ST VISTABULA ST MISSISSIPPI AV S LAKE AV LOUISE PL ORANGE PARK AV SOUTH BL E PALMETTO ST S FLORIDA AV E LIME ST MOSSWOOD RD CITRUS LN SWAN AL S KENTUCKY AV SUCCESS AV S TENNESSEE AV E ORANGE ST PENNSYLVANIA AV LAKE MORTON DR S MASSACHUSETTS AV S IOWA AV S INDIANA AV COLLEGE AV E LEMON ST RIGGINS ST BALLARD ST E CHARLES ST E WALNUT ST E RIDGEWOOD ST FRANK LLOYD WRIGHT WY E MAIN ST S FLORIDA AV LAKE MORTON DR S TENNESSEE AV FRANK LLOYD WRIGHT WY ORANGE PARK AV S INDIANA AV E CHARLES ST E LEMON ST S TENNESSEE AV S TENNESSEE AV E LIME ST E PALMETTO ST SUCCESS AV LAKE MORTON DR E LEMON ST SOUTH BL FRANK LLOYD WRIGHT WY ORANGE PARK AV E LIME ST RIGGINS ST S TENNESSEE AV PENNSYLVANIA AV E CHARLES ST S MASSACHUSETTS AV E ORANGE ST JOHNSON AV SOUTH BL E CHARLES ST SOUTH BL S FLORIDA AV RIGGINS ST S TENNESSEE AV BALLARD ST S FLORIDA AV E LIME ST PENNSYLVANIA AV E RIDGEWOOD ST MISSISSIPPI AV E LIME ST E LEMON ST E MAIN ST E CHARLES ST E CHARLES ST S FLORIDA AV S IOWA AV FRANK LLOYD WRIGHT WY PENNSYLVANIA AV E CHARLES ST PENNSYLVANIA AV LAKE MORTON DR E CHARLES ST S KENTUCKY AV RIGGINS ST E LEMON ST S LAKE AV S INDIANA AV S FLORIDA AV CITRUS LN E CHARLES ST E CHARLES ST SOUTH BL E RIDGEWOOD ST S FLORIDA AV S KENTUCKY AV E LEMON ST S TENNESSEE AV S FLORIDA AV RIGGINS ST SUCCESS AV MISSISSIPPI AV E ORANGE ST S IOWA AV E RIDGEWOOD ST SUCCESS AV RIGGINS ST FRANK LLOYD WRIGHT WY E LEMON ST FRANK LLOYD WRIGHT WY COLLEGE AV E LIME ST MISSISSIPPI AV LAKE MORTON DR RIGGINS ST E ORANGE ST S FLORIDA AV JOHNSON AV S FLORIDA AV E RIDGEWOOD ST MISSISSIPPI AV S INDIANA AV LAKE MORTON DR RIGGINS ST S FLORIDA AV E LEMON ST S FLORIDA AV E PALMETTO ST SUCCESS AV S FLORIDA AV E RIDGEWOOD ST E LIME ST E RIDGEWOOD ST S TENNESSEE AV E LEMON ST S FLORIDA AV S FLORIDA AV E ORANGE ST LAKE MORTON DR RIGGINS ST S TENNESSEE AV MISSISSIPPI AV E WALNUT ST S FLORIDA AV S LAKE AV S TENNESSEE AV LAKE MORTON DR E CHARLES ST E LIME ST JOHNSON AV S IOWA AV SUCCESS AV RIGGINS ST S FLORIDA AV RIGGINS ST Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Lake Morton BMP Feasibility Study Potential BMP Projects Map Exhibit 1 Legend Drainage Infrastructure ! . Control Structure ! . Inlet/Outlet ! . Manhole Pipe Project Areas Subbasins 0 80 40 Feet Project E: HPUF and baffle box system Project B: HPUF and baffle box system Project D: HPUF and baffle box system Project J: Curb cut rain garden MN165, 165a: Replace inlets with tree wells/modular wetlands MN163: Replace inlets with tree wells/modular wetlands Notes: Ranking is based on the mass of TN and TP removed as a result of the cursory load reduction evaluation. A lower rank corresponds to a higher mass of pollutants removed. TP rankings were given a weight of x1.5 due to being an FDEP Impaired Waters parameter for Lake Morton. Four basic concepts were identified as good candidates for projects for this watershed. Conceptual sketches of each are presented. Note that a baffle box and HPUF treatment train are considered one concept. Project A represents treatment of water from the lake and not stormwater. This system is intended to be a continuous treatment system to improve the quality of water in the lake. MN165, 165a: Replace inlets with tree wells/modular wetlands Projects K and L: Replace inlets with tree wells/modular wetlands Project H: Replace inlets with tree wells/modular wetlands MN130, MN130e: HPUF and baffle box system Project M: Replace inlets with tree wells/modular wetlands Project C: HPUF and baffle box system Project N: Replace inlets with tree wells/modular wetlands Project G: Curb cut rain garden Project I: Replace inlets with tree wells/modular wetlands Sources: Drainage Infrastructure: City of Lakeland, 2017 Roads: City of Lakeland, 2017 Aerials: FDOT, 2017 ± Project A: Pump and treat system with a subsurface upflow wetland Tree Well / Modular Wetland Concept Detail Curb Cut Rain Garden Concept Detail Subsurface Upflow Wetland Concept Detail Source: http://www.saveitlancaster.com/local-projects/sidewalks/ Source: https://www.soakitupfranklinma.org/tree-wells.html High-Performance Upflow Filter Concept Detail Baffle Box Concept Detail Source: http://www.njcat.org/uploads/newDocs/NSBB100micronverificationreportFinal.pdf A 1 LAKEb B 2 MN090b C 3 M N130 and MN130e D 4 MN095 E 5 MN115 F 6 MN130c G 7 MN015 H 8 MN163 I 9 MN015 J 10 MN163 K 11 MN165 L 12 MN165a M 13 MN125 N 14 MN110 Project Name Ranking (#) Subbasin

Transcript of Subsurface Upflow Wetland Concept Detail E MAIN ST High ...

Lake Morton BMP Feasibility Study - Potential BMP Projects MapS FLORIDA AV
S I OW
A A V
SO UT
H BL
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Lake Morton BMP Feasibility Study Potential BMP Projects
Map
Project J: Curb cut rain garden
MN165, 165a: Replace inlets with tree wells/modular wetlands
MN163: Replace inlets with tree wells/modular wetlands
Notes: Ranking is based on the mass of TN and TP removed as a result of the cursory load reduction evaluation. A lower rank corresponds to a higher mass of pollutants removed. TP rankings were given a weight of x1.5 due to being an FDEP Impaired Waters parameter for Lake Morton.
Four basic concepts were identified as good candidates for projects for this watershed. Conceptual sketches of each are presented. Note that a baffle box and HPUF treatment train are considered one concept. Project A represents treatment of water from the lake and not stormwater. This system is intended to be a continuous treatment system to improve the quality of water in the lake.
MN165, 165a: Replace inlets with tree wells/modular wetlands Projects K and L: Replace inlets with tree wells/modular wetlands
Project H: Replace inlets with tree wells/modular wetlands
MN130, MN130e: HPUF and baffle box system
Project M: Replace inlets with tree wells/modular wetlands
Project C: HPUF and baffle box system
Project N: Replace inlets with tree wells/modular wetlands Project G:
Curb cut rain garden
Sources: Drainage Infrastructure: City of Lakeland, 2017 Roads: City of Lakeland, 2017 Aerials: FDOT, 2017 ±
Project A: Pump and treat system with a subsurface upflow wetland
Tree Well / Modular Wetland Concept Detail
Curb Cut Rain Garden Concept Detail Subsurface Upflow Wetland Concept Detail
Source: http://www.saveitlancaster.com/local-projects/sidewalks/
Source: https://www.soakitupfranklinma.org/tree-wells.html
Baffle Box Concept Detail
A 1 LAKEb B 2 MN090b C 3 MN130 and
MN130e D 4 MN095 E 5 MN115 F 6 MN130c G 7 MN015 H 8 MN163 I 9 MN015 J 10 MN163 K 11 MN165 L 12 MN165a
M 13 MN125 N 14 MN110
Project Name Ranking (#) Subbasin
Mass Pollutants Removed (lb/yr)
A 1 Subsurface Upflow Treatment Wetlands
A solar powered pump will be used to pump water out of the lake and into a subsurface upflow wetland for treatment.
After treatment, the water will be returned to the lake. LAKEb N/A New City of Lakeland
This proposed project pumps lake water into a treatment area along the shore, and sends it back into the lake. This treatment is targeted at the lake itself and not at incoming
stormwater. The anticipated effective life of this subsurface upflow wetland filter is 2253 years based on the phosphorus loading and mass of media provided by the BMP.
Therefore, media replacement is not necessary.
268.48 60.00 11.19 45.00
B 2 HPUF and baffle box system
An offline filter with baffle box is proposed to be installed at the site in order to provide treatment prior to discharge to
Lake Morton. MN090b 12 Retrofit
City of Lakeland/Road Right-
of-Way
An HPUF and baffle box system would be installed at node NA085. The baffle box is intended to remove solids while the upflow filter is intended to remove dissolved
pollutants. Additionally, the baffle box would protect the filter from clogging. 31.57 49.84 5.98 49.91
C 3 HPUF and baffle box system
An offline filter with baffle box is proposed to be installed at the site in order to provide treatment prior to discharge to
Lake Morton.
City of Lakeland/Road Right-
of-Way
An HPUF and baffle box system would be installed at node NA064. The baffle box is intended to remove solids while the upflow filter is intended to remove dissolved
pollutants. Additionally, the baffle box would protect the filter from clogging. 29.00 48.31 4.16 48.21
D 4 HPUF and baffle box system
An offline filter with baffle box is proposed to be installed at the site in order to provide treatment prior to discharge to
Lake Morton. MN095 7 Retrofit
City of Lakeland/Road Right-
of-Way
An HPUF and baffle box system would be installed at NA020. The baffle box is intended to remove solids while the upflow filter is intended to remove dissolved pollutants.
Additionally, the baffle box would protect the filter from clogging. 13.95 57.85 2.97 57.94
E 5 HPUF and baffle box system
An offline filter with baffle box is proposed to be installed at the site in order to provide treatment prior to discharge to
Lake Morton. MN115 3 Retrofit
City of Lakeland/Road Right-
of-Way
An HPUF and baffle box system would be installed at node NA026. The baffle box is intended to remove solids while the upflow filter is intended to remove dissolved
pollutants. Additionally, the baffle box would protect the filter from clogging. 14.26 53.42 2.05 53.45
F 6 HPUF and baffle box system
An offline filter with baffle box is proposed to be installed at the site in order to provide treatment prior to discharge to
Lake Morton. MN130c 10 Retrofit
City of Lakeland/Road Right-
of-Way
An HPUF and baffle box system would be installed at node NA061. The baffle box is intended to remove solids while the upflow filter is intended to remove dissolved
pollutants. Additionally, the baffle box would protect the filter from clogging. 13.62 53.32 1.96 53.29
G 7 Rain garden with curb cuts
Curb cuts will be added to allow water into the vegetated area between the sidewalk and street. Florida native
vegetaion will be planted in order to increase provided treatment.
MN015 19 New Private
The curb at E Palmetto St and Johnson Ave would be cut between to allow stormwater to enter the vegetated area between the street and sidewalk. A rain garden would be created
in the grass strip and allow runoff to flow in. If the water table is high, it may be necessary to add an underdrain BAM layer.
5.43 12.76 1.08 12.63
H 8 Replace inlets with modular wetlands and/or tree wells
The existing inlet(s) are to be replaced with modular wetland / tree well units that use specific filtration media and vegetation to remove pollutants from stormwater prior
to entering the drainage system.
MN163 2 Retrofit City of
Lakeland/Road Right- of-Way
The inlets upstream to node NA066 would be replaced with a modular wetland/tree well system. 1.06 1.65 0.15 1.67
I 9 Replace inlets with modular wetlands and/or tree wells
The existing inlet(s) are to be replaced with modular wetland / tree well units that use specific filtration media and vegetation to remove pollutants from stormwater prior
to entering the drainage system.
MN015 19 Retrofit City of
Lakeland/Road Right- of-Way
The inlet at node NA046 would be replaced with a modular wetland/tree well system. 0.88 2.07 0.18 2.06
J 10 Rain garden with curb cuts
Curb cuts will be added to allow water into the vegetated area between the sidewalk and street. Florida native
vegetaion will be planted in order to increase provided treatment.
MN163 2 New Private
The curb on S Lowa Ave south of the E Lime St intersection would be cut to allow stormwater to enter the vegetated area between the street and sidewalk. A rain garden
would be created in the grass strip and allow runoff to flow in. If the water table is high, it may be necessary to add an underdrain BAM layer.
2.99 4.66 0.64 6.92
K 11 Replace inlets with modular wetlands and/or tree wells
The existing inlet(s) are to be replaced with modular wetland / tree well units that use specific filtration media and vegetation to remove pollutants from stormwater prior
to entering the drainage system.
MN165 1 Retrofit City of
Lakeland/Road Right- of-Way
The three inlets at nodes NA036 and NA037 would be replaced with a modular wetland/tree well system. The inlets, which are currently undersized, would be properly
re-sized. 0.46 1.50 0.07 1.49
L 12 Replace inlets with modular wetlands and/or tree wells
The existing inlet(s) are to be replaced with modular wetland / tree well units that use specific filtration media and vegetation to remove pollutants from stormwater prior
to entering the drainage system.
MN165a 29 Retrofit City of
Lakeland/Road Right- of-Way
The three inlets at nodes NA036 and NA037 would be replaced with a modular wetland/tree well system. The inlets, which are currently undersized, would be properly
re-sized. 0.44 1.05 0.07 1.06
M 13 Replace inlets with modular wetlands and/or tree wells
The existing inlet(s) are to be replaced with modular wetland / tree well units that use specific filtration media and vegetation to remove pollutants from stormwater prior
to entering the drainage system.
MN125 6 Retrofit City of
Lakeland/Road Right- of-Way
The inlets at node NA027 would be replaced with a modular wetland/tree well system 0.46 2.84 0.07 2.83
N 14 Replace inlets with modular wetlands and/or tree wells,
The existing inlet(s) are to be replaced with modular wetland / tree well units that use specific filtration media and vegetation to remove pollutants from stormwater prior
to entering the drainage system.
MN110 11 Retrofit City of
Lakeland/Road Right- of-Way
The inlet at node NA024 would be replaced with a modular wetland/tree well system. 0.46 5.28 0.07 5.26
Project Name Subbasin
Subbasin Pollutant Loading
Improvement Projects
Pollutants Removed