General Requirements
Angle of Parking Space to Aisle | One-Way Traffic | Two-Way Traffic |
|---|---|---|
90° | 24' | 24' |
60° | 18' | N/A |
45° | 13' | N/A |
30° | 12' | N/A |
Parallel | 12' | 24' |
Use | Requirement |
|---|---|
Residential | 2 spaces per each dwelling unit of less than 1,500 square feet of gross floor area, or 3 spaces per each dwelling unit of 1,500 or over square feet of gross floor area |
Hotel, motel, tourist guest house and other permitted room rentals | 1 Space per rental unit |
Restaurant | 1 space per 200 square feet of floor area or 1 space for every 6 seats in a restaurant with table or counter service and 1 space for every 75 square feet of floor area intended for standing patrons, whichever requires the greatest number of parking spaces |
Tavern | 1 space per 200 square feet of floor area, or 1 space for every 6 seats in a tavern with table or counter serve and 1 space for every 75 square feet of floor area intended for standing patrons, whichever requires the greatest number of parking spaces |
Retail | 1 space per 300 square feet of floor area |
Wholesale | 1 space per 450 square feet of floor area |
Office | 1 space per 300 square feet of floor area |
Place of assembly | 1 space per 10 seats |
Place of worship | 1 space per 20 seats |
Mortuary | 30 spaces per establishment |
Marina/public dock | 1 space per 2 boat slips |
Financial institution | 1 space per 200 square feet of floor area |
Personal service | 1 space per 200 square feet of floor area |
Quasi-public uses | 1 space per 300 square feet of floor area |
Industrial | 1 space per 450 square feet of floor area |
Other uses | Subject to Planning Board approval |
5,000 to 40,000 square feet | 1 space |
40,000 to 100,000 square feet | 2 spaces |
Above 100,000 square feet | 3 spaces |
Botanical Name | Common Name |
|---|---|
Acer campestre | Hedge Maple |
Acer rubrum "Armstrong" | "Armstrong" Columnar Red Maple |
Acer rubrum "October Glory" | "October Glory" Red Maple |
Acer saccharum "Bonfire" | "Bonfire" Sugar Maple |
Acer saccharum "Goldspire" | "Goldspire" Sugar Maple |
Acer saccharum "Green Mountain" | "Green Mountain" Sugar Maple |
Fraxinus americana "Autumn Purple" | "Autumn Purple" White Ash |
Fraxinus americana "Greenspire" | "Greenspire" White Ash |
Fraxinus pennsylvania "Patmore" | "Patmore" Green Ash |
Nyssa sylvatica | Black Gum or Sour Gum |
Platanus acerifolia "Bloodgood"* | "Bloodgood" London Planetree |
Platanus occidentalis* | American Sycamore |
Quercus bicolor* | Swamp White Oak |
Quercus imbric | Shingle Oak |
Quercus palustris* | Pin Oak |
Quercus phellos* | Willow Oak |
Taxodium distichum | Baldcypress |
Tilia americana "Redmond" | "Redmond" Linden |
Tilia cordata "Greenspire" | "Greenspire" Littleleaf Linden |
Linden Tilia tomentosa | "Green Mountain" Linden |
Ulmus americana "Princeton" | "Princeton" Elm |
Zelkova serrata "Halka" | "Halka" Zelkova |
Zelkova serrata "Village" | "Village Green" Zelkova |
* | Indicates street trees suitable for high wind and salt spray conditions. |
Note that there are fall digging hazards for Quercus (Oak) species. Specific conditions, such as soil type, exposure, salt spray and other factors must be considered in the species selection process. A New Jersey certified arborist or landscape architect should be consulted in plant selection. |
Botanical Name | Common Name |
|---|---|
Amelanchier canadensis | Shadtree |
Betula nigra | River Birch |
Carpinus caroliniana | American Hornbeam |
Cercis canadensis | Eastern Redbud |
Chiananthus virginicus | White Fringetree |
Franklinia alatamaha | Franklinia |
Halsia diptera "Magniflora" | Two-Winged Silverbell |
Hamamelis virginiana | Common Witchhazel |
Magnolia virginiana | Sweetbay Magnolia |
Ostrya virginiana | Hophornbeam |
Oxydendrum arboreum | Sourwood |
Sassafras albidum | Sassafras |
Botanical Name | Common Name |
|---|---|
Cryptomeria japonica "Yoshin" | "Yoshino Japanese" Cedar |
Cedar Ilex opaca | American Holly |
Juniperus scopulorum "Cologreen" | "Cologreen" Juniper |
"Juniperus virginiana "Cupressifilia" | "Hillspire" Juniper |
Picea glauca "Densata" | "Black Hills" Spruce |
Pinus resinosa | Red Pine |
Pinus strobes | White Pine |
Pseudotsuga menziesii | Douglas Fir |
Botanical Name | Common Name |
|---|---|
Cletha alnifolia "Hummingbird" | "Hummingbird" Summersweet |
Cornus paniculata | Gray Dogwood |
Cornus sericea | Red Osier Dogwood |
Ilex glabra | Inkberry |
Juniperus conferta "Blue Pacific" | "Blue Pacific" Japanese Shore Juniper |
Juniperus sargenti | Sargent Juniper |
Kalmia latifolia | Mountain Laurel |
Myrica pennsylvanica | Northern Bayberry |
Rhododendron maximum | Rosebay Rhododendron |
Rosa rugosa | Japanese Shore Rose |
Vaccinum coryinbosum | Highbush Blueberry |
Viburnum acerifolium | Maple-leaved Viburnum |
Viburnum dentatum | Arrowwood Viburum |
The documents and plans shall contain enough information and accurately depict the installation of the solar energy system for the City of Sea Isle City to make a formal decision on the application. The amount of information and accuracy of information shall be in the sole judgment of the Zoning Officer and/or Sea Isle City Construction Office. |
Table 1 Green Infrastructure BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity | ||||
|---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Cistern | 0 | Yes | No | — |
Dry well(a) | 0 | No | Yes | 2 |
Grass swale | 50 or less | No | No | 2(e) 1(f) |
Green roof | 0 | Yes | No | — |
Manufactured treatment device(a) (g) | 50 or 80 | No | No | Dependent upon the device |
Pervious paving system(a) | 80 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-scale bioretention basin(a) | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-scale infiltration basin(a) | 80 | Yes | Yes | 2 |
Small-scale sand filter | 80 | Yes | Yes | 2 |
Vegetative filter strip | 60-80 | No | No | — |
Table 2 Green Infrastructure BMPs for Stormwater Runoff Quantity (or for Groundwater Recharge and/or Stormwater Runoff Quality with a Waiver or Variance from N.J.A.C. 7:8-5.3) | ||||
|---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Bioretention system | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Infiltration basin | 80 | Yes | Yes | 2 |
Sand filter(b) | 80 | Yes | Yes | 2 |
Standard constructed wetland | 90 | Yes | No | N/A |
Wet pond(d) | 50-90 | Yes | No | N/A |
Table 3 BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity only with a Waiver or Variance from N.J.A.C. 7:8-5.3 | ||||
|---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Blue roof | 0 | Yes | No | N/A |
Extended detention basin | 40-60 | Yes | No | 1 |
Manufactured treatment device(h) | 50 or 80 | No | No | Dependent upon the device |
Sand filter(c) | 80 | Yes | No | 1 |
Subsurface gravel wetland | 90 | No | No | 1 |
Wet pond | 50-90 | Yes | No | N/A |
Notes to Tables 1, 2, and 3: | |
|---|---|
(a) | Subject to the applicable contributory drainage area limitation specified at Subsection 26-38.3b15(b). |
(b) | Designed to infiltrate into the subsoil; |
(c) | Designed with underdrains; |
(d) | Designed to maintain at least a ten-foot-wide area of native vegetation along at least 50% of the shoreline and to include a stormwater runoff retention component designed to capture stormwater runoff for beneficial reuse, such as irrigation; |
(e) | Designed with a slope of less than 2%; |
(f) | Designed with a slope of equal to or greater than 2%; |
(g) | Manufactured treatment devices that meet the definition of "green infrastructure" in Subsection b. |
(h) | Manufactured treatment devices that do not meet the definition of "green infrastructure" in Subsection b. |
Best Management Practice | Maximum Contributory Drainage Area |
|---|---|
Dry well | 1 acre |
Manufactured treatment device | 2.5 acres |
Pervious pavement systems | Area of additional inflow cannot exceed 3 times the area occupied by the BMP |
Small-scale bioretention systems | 2.5 acres |
Small-scale infiltration basin | 2.5 acres |
Small-scale sand filter | 2.5 acres |
Table 4 Water Quality Design Storm Distribution | |||||
|---|---|---|---|---|---|
Time (minutes) | Cumulative Rainfall (inches) | Time (minutes) | Cumulative Rainfall (inches) | Time (minutes) | Cumulative Rainfall (inches) |
1 | 0.00166 | 41 | 0.1728 | 81 | 1.0906 |
2 | 0.00332 | 42 | 0.1796 | 82 | 1.0972 |
3 | 0.00498 | 43 | 0.1864 | 83 | 1.1038 |
4 | 0.00664 | 44 | 0.1932 | 84 | 1.1104 |
5 | 0.00830 | 45 | 0.2000 | 85 | 1.1170 |
6 | 0.00996 | 46 | 0.2117 | 86 | 1.1236 |
7 | 0.01162 | 47 | 0.2233 | 87 | 1.1302 |
8 | 0.01328 | 48 | 0.2350 | 88 | 1.1368 |
9 | 0.01494 | 49 | 0.2466 | 89 | 1.1434 |
10 | 0.01660 | 50 | 0.2583 | 90 | 1.1500 |
11 | 0.01828 | 51 | 0.2783 | 91 | 1.1550 |
12 | 0.01996 | 52 | 0.2983 | 92 | 1.1600 |
13 | 0.02164 | 53 | 0.3183 | 93 | 1.1650 |
14 | 0.02332 | 54 | 0.3383 | 94 | 1.1700 |
15 | 0.02500 | 55 | 0.3583 | 95 | 1.1750 |
16 | 0.03000 | 56 | 0.4116 | 96 | 1.1800 |
17 | 0.03500 | 57 | 0.4650 | 97 | 1.1850 |
18 | 0.04000 | 58 | 0.5183 | 98 | 1.1900 |
19 | 0.04500 | 59 | 0.5717 | 99 | 1.1950 |
20 | 0.05000 | 60 | 0.6250 | 100 | 1.2000 |
21 | 0.05500 | 61 | 0.6783 | 101 | 1.2050 |
22 | 0.06000 | 62 | 0.7317 | 102 | 1.2100 |
23 | 0.06500 | 63 | 0.7850 | 103 | 1.2150 |
24 | 0.07000 | 64 | 0.8384 | 104 | 1.2200 |
25 | 0.07500 | 65 | 0.8917 | 105 | 1.2250 |
26 | 0.08000 | 66 | 0.9117 | 106 | 1.2267 |
27 | 0.08500 | 67 | 0.9317 | 107 | 1.2284 |
28 | 0.09000 | 68 | 0.9517 | 108 | 1.2300 |
29 | 0.09500 | 69 | 0.9717 | 109 | 1.2317 |
30 | 0.10000 | 70 | 0.9917 | 110 | 1.2334 |
31 | 0.10660 | 71 | 1.0034 | 111 | 1.2351 |
32 | 0.11320 | 72 | 1.0150 | 112 | 1.2367 |
33 | 0.11980 | 73 | 1.0267 | 113 | 1.2384 |
34 | 0.12640 | 74 | 1.0383 | 114 | 1.2400 |
35 | 0.13300 | 75 | 1.0500 | 115 | 1.2417 |
36 | 0.13960 | 76 | 1.0568 | 116 | 1.2434 |
37 | 0.14620 | 77 | 1.0636 | 117 | 1.2450 |
38 | 0.15280 | 78 | 1.0704 | 118 | 1.2467 |
39 | 0.15940 | 79 | 1.0772 | 119 | 1.2483 |
40 | 0.16600 | 80 | 1.0840 | 120 | 1.2500 |
R = A + B - (A x B)/100 |
Where | ||
R | = | total TSS percent load removal from application of both BMPs. |
A | = | the TSS percent removal rate applicable to the first BMP. |
B | = | the TSS percent removal rate applicable to the second BMP. |
General Requirements
Angle of Parking Space to Aisle | One-Way Traffic | Two-Way Traffic |
|---|---|---|
90° | 24' | 24' |
60° | 18' | N/A |
45° | 13' | N/A |
30° | 12' | N/A |
Parallel | 12' | 24' |
Use | Requirement |
|---|---|
Residential | 2 spaces per each dwelling unit of less than 1,500 square feet of gross floor area, or 3 spaces per each dwelling unit of 1,500 or over square feet of gross floor area |
Hotel, motel, tourist guest house and other permitted room rentals | 1 Space per rental unit |
Restaurant | 1 space per 200 square feet of floor area or 1 space for every 6 seats in a restaurant with table or counter service and 1 space for every 75 square feet of floor area intended for standing patrons, whichever requires the greatest number of parking spaces |
Tavern | 1 space per 200 square feet of floor area, or 1 space for every 6 seats in a tavern with table or counter serve and 1 space for every 75 square feet of floor area intended for standing patrons, whichever requires the greatest number of parking spaces |
Retail | 1 space per 300 square feet of floor area |
Wholesale | 1 space per 450 square feet of floor area |
Office | 1 space per 300 square feet of floor area |
Place of assembly | 1 space per 10 seats |
Place of worship | 1 space per 20 seats |
Mortuary | 30 spaces per establishment |
Marina/public dock | 1 space per 2 boat slips |
Financial institution | 1 space per 200 square feet of floor area |
Personal service | 1 space per 200 square feet of floor area |
Quasi-public uses | 1 space per 300 square feet of floor area |
Industrial | 1 space per 450 square feet of floor area |
Other uses | Subject to Planning Board approval |
5,000 to 40,000 square feet | 1 space |
40,000 to 100,000 square feet | 2 spaces |
Above 100,000 square feet | 3 spaces |
Botanical Name | Common Name |
|---|---|
Acer campestre | Hedge Maple |
Acer rubrum "Armstrong" | "Armstrong" Columnar Red Maple |
Acer rubrum "October Glory" | "October Glory" Red Maple |
Acer saccharum "Bonfire" | "Bonfire" Sugar Maple |
Acer saccharum "Goldspire" | "Goldspire" Sugar Maple |
Acer saccharum "Green Mountain" | "Green Mountain" Sugar Maple |
Fraxinus americana "Autumn Purple" | "Autumn Purple" White Ash |
Fraxinus americana "Greenspire" | "Greenspire" White Ash |
Fraxinus pennsylvania "Patmore" | "Patmore" Green Ash |
Nyssa sylvatica | Black Gum or Sour Gum |
Platanus acerifolia "Bloodgood"* | "Bloodgood" London Planetree |
Platanus occidentalis* | American Sycamore |
Quercus bicolor* | Swamp White Oak |
Quercus imbric | Shingle Oak |
Quercus palustris* | Pin Oak |
Quercus phellos* | Willow Oak |
Taxodium distichum | Baldcypress |
Tilia americana "Redmond" | "Redmond" Linden |
Tilia cordata "Greenspire" | "Greenspire" Littleleaf Linden |
Linden Tilia tomentosa | "Green Mountain" Linden |
Ulmus americana "Princeton" | "Princeton" Elm |
Zelkova serrata "Halka" | "Halka" Zelkova |
Zelkova serrata "Village" | "Village Green" Zelkova |
* | Indicates street trees suitable for high wind and salt spray conditions. |
Note that there are fall digging hazards for Quercus (Oak) species. Specific conditions, such as soil type, exposure, salt spray and other factors must be considered in the species selection process. A New Jersey certified arborist or landscape architect should be consulted in plant selection. |
Botanical Name | Common Name |
|---|---|
Amelanchier canadensis | Shadtree |
Betula nigra | River Birch |
Carpinus caroliniana | American Hornbeam |
Cercis canadensis | Eastern Redbud |
Chiananthus virginicus | White Fringetree |
Franklinia alatamaha | Franklinia |
Halsia diptera "Magniflora" | Two-Winged Silverbell |
Hamamelis virginiana | Common Witchhazel |
Magnolia virginiana | Sweetbay Magnolia |
Ostrya virginiana | Hophornbeam |
Oxydendrum arboreum | Sourwood |
Sassafras albidum | Sassafras |
Botanical Name | Common Name |
|---|---|
Cryptomeria japonica "Yoshin" | "Yoshino Japanese" Cedar |
Cedar Ilex opaca | American Holly |
Juniperus scopulorum "Cologreen" | "Cologreen" Juniper |
"Juniperus virginiana "Cupressifilia" | "Hillspire" Juniper |
Picea glauca "Densata" | "Black Hills" Spruce |
Pinus resinosa | Red Pine |
Pinus strobes | White Pine |
Pseudotsuga menziesii | Douglas Fir |
Botanical Name | Common Name |
|---|---|
Cletha alnifolia "Hummingbird" | "Hummingbird" Summersweet |
Cornus paniculata | Gray Dogwood |
Cornus sericea | Red Osier Dogwood |
Ilex glabra | Inkberry |
Juniperus conferta "Blue Pacific" | "Blue Pacific" Japanese Shore Juniper |
Juniperus sargenti | Sargent Juniper |
Kalmia latifolia | Mountain Laurel |
Myrica pennsylvanica | Northern Bayberry |
Rhododendron maximum | Rosebay Rhododendron |
Rosa rugosa | Japanese Shore Rose |
Vaccinum coryinbosum | Highbush Blueberry |
Viburnum acerifolium | Maple-leaved Viburnum |
Viburnum dentatum | Arrowwood Viburum |
The documents and plans shall contain enough information and accurately depict the installation of the solar energy system for the City of Sea Isle City to make a formal decision on the application. The amount of information and accuracy of information shall be in the sole judgment of the Zoning Officer and/or Sea Isle City Construction Office. |
Table 1 Green Infrastructure BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity | ||||
|---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Cistern | 0 | Yes | No | — |
Dry well(a) | 0 | No | Yes | 2 |
Grass swale | 50 or less | No | No | 2(e) 1(f) |
Green roof | 0 | Yes | No | — |
Manufactured treatment device(a) (g) | 50 or 80 | No | No | Dependent upon the device |
Pervious paving system(a) | 80 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-scale bioretention basin(a) | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-scale infiltration basin(a) | 80 | Yes | Yes | 2 |
Small-scale sand filter | 80 | Yes | Yes | 2 |
Vegetative filter strip | 60-80 | No | No | — |
Table 2 Green Infrastructure BMPs for Stormwater Runoff Quantity (or for Groundwater Recharge and/or Stormwater Runoff Quality with a Waiver or Variance from N.J.A.C. 7:8-5.3) | ||||
|---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Bioretention system | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Infiltration basin | 80 | Yes | Yes | 2 |
Sand filter(b) | 80 | Yes | Yes | 2 |
Standard constructed wetland | 90 | Yes | No | N/A |
Wet pond(d) | 50-90 | Yes | No | N/A |
Table 3 BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity only with a Waiver or Variance from N.J.A.C. 7:8-5.3 | ||||
|---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Blue roof | 0 | Yes | No | N/A |
Extended detention basin | 40-60 | Yes | No | 1 |
Manufactured treatment device(h) | 50 or 80 | No | No | Dependent upon the device |
Sand filter(c) | 80 | Yes | No | 1 |
Subsurface gravel wetland | 90 | No | No | 1 |
Wet pond | 50-90 | Yes | No | N/A |
Notes to Tables 1, 2, and 3: | |
|---|---|
(a) | Subject to the applicable contributory drainage area limitation specified at Subsection 26-38.3b15(b). |
(b) | Designed to infiltrate into the subsoil; |
(c) | Designed with underdrains; |
(d) | Designed to maintain at least a ten-foot-wide area of native vegetation along at least 50% of the shoreline and to include a stormwater runoff retention component designed to capture stormwater runoff for beneficial reuse, such as irrigation; |
(e) | Designed with a slope of less than 2%; |
(f) | Designed with a slope of equal to or greater than 2%; |
(g) | Manufactured treatment devices that meet the definition of "green infrastructure" in Subsection b. |
(h) | Manufactured treatment devices that do not meet the definition of "green infrastructure" in Subsection b. |
Best Management Practice | Maximum Contributory Drainage Area |
|---|---|
Dry well | 1 acre |
Manufactured treatment device | 2.5 acres |
Pervious pavement systems | Area of additional inflow cannot exceed 3 times the area occupied by the BMP |
Small-scale bioretention systems | 2.5 acres |
Small-scale infiltration basin | 2.5 acres |
Small-scale sand filter | 2.5 acres |
Table 4 Water Quality Design Storm Distribution | |||||
|---|---|---|---|---|---|
Time (minutes) | Cumulative Rainfall (inches) | Time (minutes) | Cumulative Rainfall (inches) | Time (minutes) | Cumulative Rainfall (inches) |
1 | 0.00166 | 41 | 0.1728 | 81 | 1.0906 |
2 | 0.00332 | 42 | 0.1796 | 82 | 1.0972 |
3 | 0.00498 | 43 | 0.1864 | 83 | 1.1038 |
4 | 0.00664 | 44 | 0.1932 | 84 | 1.1104 |
5 | 0.00830 | 45 | 0.2000 | 85 | 1.1170 |
6 | 0.00996 | 46 | 0.2117 | 86 | 1.1236 |
7 | 0.01162 | 47 | 0.2233 | 87 | 1.1302 |
8 | 0.01328 | 48 | 0.2350 | 88 | 1.1368 |
9 | 0.01494 | 49 | 0.2466 | 89 | 1.1434 |
10 | 0.01660 | 50 | 0.2583 | 90 | 1.1500 |
11 | 0.01828 | 51 | 0.2783 | 91 | 1.1550 |
12 | 0.01996 | 52 | 0.2983 | 92 | 1.1600 |
13 | 0.02164 | 53 | 0.3183 | 93 | 1.1650 |
14 | 0.02332 | 54 | 0.3383 | 94 | 1.1700 |
15 | 0.02500 | 55 | 0.3583 | 95 | 1.1750 |
16 | 0.03000 | 56 | 0.4116 | 96 | 1.1800 |
17 | 0.03500 | 57 | 0.4650 | 97 | 1.1850 |
18 | 0.04000 | 58 | 0.5183 | 98 | 1.1900 |
19 | 0.04500 | 59 | 0.5717 | 99 | 1.1950 |
20 | 0.05000 | 60 | 0.6250 | 100 | 1.2000 |
21 | 0.05500 | 61 | 0.6783 | 101 | 1.2050 |
22 | 0.06000 | 62 | 0.7317 | 102 | 1.2100 |
23 | 0.06500 | 63 | 0.7850 | 103 | 1.2150 |
24 | 0.07000 | 64 | 0.8384 | 104 | 1.2200 |
25 | 0.07500 | 65 | 0.8917 | 105 | 1.2250 |
26 | 0.08000 | 66 | 0.9117 | 106 | 1.2267 |
27 | 0.08500 | 67 | 0.9317 | 107 | 1.2284 |
28 | 0.09000 | 68 | 0.9517 | 108 | 1.2300 |
29 | 0.09500 | 69 | 0.9717 | 109 | 1.2317 |
30 | 0.10000 | 70 | 0.9917 | 110 | 1.2334 |
31 | 0.10660 | 71 | 1.0034 | 111 | 1.2351 |
32 | 0.11320 | 72 | 1.0150 | 112 | 1.2367 |
33 | 0.11980 | 73 | 1.0267 | 113 | 1.2384 |
34 | 0.12640 | 74 | 1.0383 | 114 | 1.2400 |
35 | 0.13300 | 75 | 1.0500 | 115 | 1.2417 |
36 | 0.13960 | 76 | 1.0568 | 116 | 1.2434 |
37 | 0.14620 | 77 | 1.0636 | 117 | 1.2450 |
38 | 0.15280 | 78 | 1.0704 | 118 | 1.2467 |
39 | 0.15940 | 79 | 1.0772 | 119 | 1.2483 |
40 | 0.16600 | 80 | 1.0840 | 120 | 1.2500 |
R = A + B - (A x B)/100 |
Where | ||
R | = | total TSS percent load removal from application of both BMPs. |
A | = | the TSS percent removal rate applicable to the first BMP. |
B | = | the TSS percent removal rate applicable to the second BMP. |