| Literature DB >> 31940904 |
Galen Newman1, Tianqi Shi1, Zhen Yao1, Dongying Li1, Garett Sansom2, Katie Kirsch2, Gaston Casillas2, Jennifer Horney3.
Abstract
Communities adjacent to concentrated areas of industrial land use (CAILU) are exposed to elevated levels of pollutants during flood disasters. Many CAILU are also characterized by insufficient infrastructure, poor environmental quality, and socially vulnerable populations. Manchester, TX is a marginalized CAILU neighborhood proximate to several petrochemical industrial sites that is prone to frequent flooding. Pollutants from stormwater runoff discharge from industrial land uses into residential areas have created increased toxicant exposures. Working with local organizations, centers/institutes, stakeholders, and residents, public health researchers sampled air, water, indoor dust, and outdoor soil while researchers from landscape architecture and urban planning applied these findings to develop a community-scaled master plan. The plan utilizes land use and built environment changes to increase flood resiliency and decrease exposure to contaminants. Using a combination of models to assess the performance, costs, and benefits of green infrastructure and pollutant load impacts, the master plan is projected to capture 147,456 cubic feet of runoff, and create $331,400 of annual green benefits by reducing air pollution and energy use, providing pollution treatment, increase carbon dioxide sequestration, and improve groundwater replenishment. Simultaneously, there is a 41% decrease across all analyzed pollutants, reducing exposure to and transferal of toxic materials.Entities:
Keywords: contamination; green infrastructure; landscape performance; public health; resilience
Year: 2020 PMID: 31940904 PMCID: PMC7013473 DOI: 10.3390/ijerph17020486
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Figure 1Water (left) and air (right) quality sampling in Manchester, TX.
Figure 2Geocoded sampling points, water settling points, and major benzene concentrations in Manchester, TX.
Overview of environmental sampling in Houston Ship Channel neighborhoods, 2015–2019.
| Location | Sample Date | Sample Type | Summary of Findings |
|---|---|---|---|
| Manchester | Dec. 2016 | Indoor Settled Dust (N = 25) | The total concentration of PAHs in each sample of household dust ranged from 0.9 to 11.1 mg/m2 with a respective mean and median of 2.3 and 1.6 mg/m2. In addition, markers of petroleum (e.g., C29 Hopane, C30 Hopane, and 18a Oleanane) were present in all household dust samples. |
| Manchester | March 2017 | Indoor Air (N = 11) | Multiple compounds present in samples that are regulated as hazardous air pollutants by US EPA. These included Acetone, Benzene, Trichloroethene, Pentanal, Toluene, Tetrachloroethene, Acetic Acid Butyl Ester, Hexanal, Ethylbenzene, m-Xylene, o-Xylene, Styrene, Benzene, Propyl-, Benzene 1 ethyl 3 methyl, Benzene 1 ethyl 2 methyl, 1,3,5-Trimethylbenzene, Benzene, 1,2,4-trimethyl-, Benzaldehyde, Benzene, 1-methyl-4-(1-methyl ethyl), Benzene, 1,4-dichloro, Phenol, Hexachlorobutadiene, and Naphthalene. Pentanal, Acetic Acid Butyl Ester, Hexanal, Benzene 1 ethyl 3 methyl, Benzene 1 ethyl 2 methyl, Benzene, 1-methyl-4-(1-methyl ethyl), and Phenol. |
| Manchester | Sept. 2017 | Outdoor Yard Soils (N = 24) | The concentration of total PAHs in each soil sample ranged from 54.7 to 4378.3 μg/kg |
| Manchester | November 2016 | Pooled Surface Water | Arsenic was detected in eight samples at a mean concentration of 54 μg/L (range: 10–180 μg/L), chromium was detected in 10 samples at a mean concentration of 65 μg/L (range: 11–363 μg/L), and lead was detected in 12 samples at a mean concentration of 195 μg/L (range: 17–1448 μg/L). Mercury was detected at a level of 10 μg/L in two samples, while barium was detected in all 30 samples at an average level of 306 μg/L (range: 46–3296 μg/L). |
| Manchester | Feb. 2019 | Tap Water (N = 13) | Of these, 30.8% were found to be positive for lead at levels ranging from 0.6 to 2.4 µg/L. Although the US EPA has established a maximum contaminant level goal of zero for lead in drinking water [ |
| Houston Ship Channel Area | March 2019 | Outdoor Air (N = 30) | Concentrations of TVOC ranged from below the limit of detection of 0.001 ppm to 3.3 ppm, and the maximum level of benzene detected was 0.1 ppm. |
Figure 3Schematics and program of the participatory master plan developed for Manchester, TX.
Figure 4Master plan developed through deep engagement for Manchester neighborhood.
Green infrastructure benefit quantification and valuation equations for the GVC.
| Benefit Type | Reference | Equations |
|---|---|---|
| Reducing stormwater runoff | Equation (1): | Total runoff reduction (gal) = [annual precipitation (inches) × GI area (SF) × % retained] × 144 sq inches/SF × 0.00433 gal/cubic inch |
| Equation (2): | Avoided stormwater treatment costs ($) = runoff reduced (gal) × avoided cost per gallon ($/gal) | |
| Improving air quality | Equation (3): | Total annual air pollutant uptake/deposition (lbs) = area of practice (SF) × average annual pollutant uptake/deposition (lbs/SF) |
| Reducing atmospheric CO2 | Equation (4): | Total annual climate benefit (lbs CO2) = ∑total equivalent sequestration benefit (lbs CO2) + total avoided CO2 emissions (lbs CO2) |
| Equation (5): | Total annual value of climate benefit ($) = total climate benefit (lbs CO2) × price of CO2 ($/lb) | |
| Return/ Time | Equation (6): | Total GI annual benefit ($) × Years = Total GI construction cost ($) + Total GI annual maintenance cost ($) × Years |
| Equation (7): | Total GI annual benefit ($) × Years = Total neighborhood construction cost ($) + Total neighborhood annual maintenance cost ($) × Years |
Long-Term Hydrologic Impact Assessment (L-THIA) Low Impact Development (LID) spreadsheet inputs and outputs measuring master plan performance.
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| HD Residential 1/8 acre | C | 94.18 | 28.54 | 15.69 |
| Industrial | C | 4.46 | 4.09 | - |
| LD Residential 1/2 acre | C | 53.21 | 32.24 | 20.95 |
| Grass/Pasture | C | 55.17 | 130.46 | - |
| Commercial | C | - | 5.99 | 2.39 |
| Water | C | - | 5.7 | - |
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| Residential 1/4 acre | 38 | - | ||
| Residential 1/8 acre | 65 | 65 | ||
| Residential 2 acre | 12 | - | ||
| Residential 1 acre | 20 | - | ||
| Residential 1/2 acre | 25 | 25 | ||
| Commercial | 85 | 85 | ||
| Industrial | 72 | 72 | ||
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| HD Residential 1/8 acre | 103.57 | 29.94 | ||
| Industrial | 5.21 | 4.77 | ||
| LD Residential 1/2 acre | 29.67 | 17.98 | ||
| Grass/Pasture | 20.42 | 48.29 | ||
| Commercial | 0 | 9.01 | ||
| Water | 0 | 0 | ||
| Total Annual Volume (acre-ft) | 158.88 | 110.01 | ||
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| Nitrogen (lbs) | 715 | 377 | ||
| Phosphorous (lbs) | 209.556 | 84 | ||
| Suspended Solids (lbs) | 15,799 | 7633 | ||
| Lead (lbs) | 3.218 | 2.345 | ||
| Copper (lbs) | 3.496 | 2.725 | ||
| Zinc (lbs) | 31.333 | 16.789 | ||
| Cadmium (lbs) | 0.354 | 0.277 | ||
| Chromium (lbs) | 1.277 | 1.595 | ||
| Nickel (lbs) | 2.925 | 1.701 | ||
| Biochemical Oxygen Demand (BOD) (lbs) | 9483 | 4141 | ||
| Chemical Oxygen Demand (COD) (lbs) | 18,617 | 9905 | ||
| Oil & Grease (lbs) | 658 | 481 | ||
| Fecal Coliform (millions of coliform) | 33,681 | 13,333 | ||
| Fecal Strep (millions of coliform) | 92,809 | 35,607 | ||