Relevant bibliographies by topics / Source Water Assessment and Protection Program (Colo.)

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Academic literature on the topic 'Source Water Assessment and Protection Program (Colo.)'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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Journal articles on the topic "Source Water Assessment and Protection Program (Colo.)"

1

Sweat, M. J., B. B. Brogren, R. S. Jodoin, T. A. Rossi, and M. W. Loerop. "MICHIGAN'S SOURCE-WATER ASSESSMENT PROGRAM – SURFACE-WATER ASSESSMENTS LEADING TO PROTECTION INITIATIVES." Proceedings of the Water Environment Federation 2002, no. 2 (January 1, 2002): 2092–113. http://dx.doi.org/10.2175/193864702785665175.

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2

Turner, Billy G., Clifford J. Arnett, and Philip J. Mallon. "SOURCE WATER ASSESSMENT AND PROTECTION PROGRAM IN THE MIDDLE CHATTAHOOCHEE RIVER." Proceedings of the Water Environment Federation 2001, no. 14 (January 1, 2001): 844–52. http://dx.doi.org/10.2175/193864701802779477.

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Guo, Shuai, Xiang Shi, Xujia Luo, and Haoming Yang. "River water intrusion as a source of inflow into the sanitary sewer system." Water Science and Technology 82, no. 11 (October 29, 2020): 2472–81. http://dx.doi.org/10.2166/wst.2020.516.

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Abstract Previous studies on the extraneous water problem (or infiltration/inflow) in sanitary sewer systems assumed that the wastewater flow is mainly composed of foul sewage (FS), groundwater infiltration (GWI) and rainfall-derived inflow and infiltration (RDII). Most existing assessment methods are based on this assumption. In 2018, China initiated the ‘Protection of the Yangtze River Program’, and the two-year research data showed that it was neither the GWI nor the RDII but the direct surface water intrusion (DSWI), which has rarely been reported in literatures, that serves as the main source of the extraneous water in many local sewer systems. The discovery has enriched the understanding of the extraneous water in sewer systems. Meanwhile, it brings new challenges for the assessment of extraneous water. In this study, starting from the analysis of the low influent concentration of chemical oxygen demand (COD) of the wastewater treatment plant in a southeastern city in China, a river water intrusion point was successfully localized and the volume of river water intrusion was quantified by a series of field experiments. The methodology used in this study can also be applied in other areas with DSWI.
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4

Turner, B. G., and M. C. Boner. "Watershed monitoring and modelling and USA regulatory compliance." Water Science and Technology 50, no. 11 (December 1, 2004): 7–12. http://dx.doi.org/10.2166/wst.2004.0666.

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The aim of the Columbus program was to implement a comprehensive watershed monitoring-network including water chemistry, aquatic biology and alternative sensors to establish water environment health and methods for determining future restoration progress and early warning for protection of drinking water supplies. The program was implemented to comply with USA regulatory requirements including Total Maximum Daily Load (TMDL) rules of the Clean Water Act (CWA) and Source Water Assessment and Protection (SWAP) rules under the Safe Drinking Water Act (SDWA). The USEPA Office of Research and Development and the Water Environment Research Foundation provided quality assurance oversight. The results obtained demonstrated that significant wet weather data is necessary to establish relationships between land use, water chemistry, aquatic biology and sensor data. These measurements and relationships formed the basis for calibrating the US EPA BASINS Model, prioritizing watershed health and determination of compliance with water quality standards. Conclusions specify priorities of cost-effective drainage system controls that attenuate stormwater flows and capture flushed pollutants. A network of permanent long-term real-time monitoring using combination of continuous sensor measurements, water column sampling and aquatic biology surveys and a regional organization is prescribed to protect drinking water supplies and measure progress towards water quality targets.
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D'Andrea, Michael, William J. Snodgrass, and Patrick D. Chessie. "Receiving Water Response to a Master Plan for Wet Weather Flow Management Developed for the City of Toronto." Water Quality Research Journal 39, no. 4 (November 1, 2004): 417–31. http://dx.doi.org/10.2166/wqrj.2004.053.

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Abstract The City of Toronto has development a Wet Weather Flow Management Master Plan incorporating a new philosophy in wet weather flow management where rainwater is recognized as a resource. Wet weather flows are to be managed on a watershed basis, and a hierarchical approach to wet weather flow management is to be used, starting with at source, followed by conveyance and finally end-of-pipe control measures. The study area extended across the City of Toronto, encompassing six major watersheds and the waterfront. The Plan development followed the planning principles of Ontario's Environmental Assessment Act and incorporated broad public and agency consultation. A series of 13 objectives was identified and grouped into four major categories: water quality, water quantity, natural areas and wildlife, and sewer system. An innovative approach was used which integrated hydrologic, hydraulic and water quality predictions from land-based, watershed and lake models, respectively, to assess the effectiveness of various strategies. The receiving water response indicated that source controls and conveyance controls were insufficient to achieve the receiving water objectives of the Plan. This was only possible through the implementation of a comprehensive set of measures consisting of: source controls, conveyance controls, end-of-pipe controls, basement flooding protection works, stream restoration works, shoreline management, enhanced municipal operations and an enhanced public education and community outreach program. Overall benefits expected through the Plan include: swimmable waterfront beaches, control of combined sewer overflows in compliance with legislative requirements, basement flooding protection, protection of the City's infrastructure from stream erosion, restoration of degraded local streams and aquatic habitat and the reduction of algal growth along the waterfront, and improved stream water quality in area watercourses. The cost of the Plan over the 25 years is estimated to be $1.047 billion with an additional $233 million in operational and maintenance costs.
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6

Fridman, K. B., Yuliia A. Novikova, and A. S. Belkin. "ON THE ISSUE OF THE USE OF HEALTH RISK ASSESSMENT TECHNIQUES FOR HYGIENIC CHARACTERISTICS OF WATER SUPPLY SYSTEMS." Hygiene and sanitation 96, no. 7 (March 27, 2019): 686–89. http://dx.doi.org/10.18821/0016-9900-2017-96-7-686-689.

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The study was aimed to assess the dynamics of risk indices for population health at main stages of surface source water treatment for centralized domestic water supply of the Leningrad region communities. Practical application issues of calculation procedure for the integrated assessment of drinking water from centralized water supply by chemical safety indices, as exemplified by Vsevolozhsk communities (Leningrad region) water supply from the Lake Ladoga and the Neva River as water sources, are discussed. Results of quality monitoring of water from centralized domestic supply system at the stage of water intake, at the output of water treatment, and in the distributing system, accomplished by Russian Federal Service for Surveillance on Consumer Rights Protection and Human Wellbeing administration and Center of hygiene and epidemiology in the Leningrad region were used as study materials. The following study techniques were used: descriptive statistics, comparative analysis, risk assessment, generalization. Microsoft Excel program was used for analysis and statistical treatment. Integral water quality index appears to be quite an informative integrated index of the efficacy of the water treatment, however, the same index value can be derived by various combinations of risk values of reflex-olfactory, non-carcinogenic and carcinogenic effects. Therefore, during the calculations, a “risk index of the effects of chronic exposure” was introduced with a view to distinguishing them from effects caused by the adverse organoleptic properties of water (reflex-olfactory effects). For the population these properties are the main reason for refusal from the use drinking water, and at the same time they are physiological, lying outside the pathology. The risk of effects of chronic exposure, carcinogenic and non-carcinogenic, expresses the probability of the development of pathology in time, but not the likelihood of an immediate refusal to use drinking water due to its unsatisfactory organoleptic qualities.
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7

Gorman, J., K. Mival, J. Wright, and M. Howell. "Developing risk-based screening guidelines for dioxin management at a Melbourne sewage treatment plant." Water Science and Technology 47, no. 10 (May 1, 2003): 1–7. http://dx.doi.org/10.2166/wst.2003.0523.

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Dioxin is a generic term used to refer to the congeners of polychlorinated dibenzo-p-dioxins (PCDDs) and polychlorinated dibenzofurans (PCDFs). The principal source of dioxin production is generally thought to be from unintended by-products of waste incineration, but dioxins are also naturally formed from volcanic activity and forest fires (WHO, 1998). Estimates of dioxin emissions in Australia suggest that approximately 75% of the total PCDD and PCDF emissions derive from prescribed burning and wild bushfires. Currently, no screening guidelines for dioxins within soils are available in Australia. This paper presents the general approach and results of a human health risk-based assessment performed by URS Australia in 2001 to develop site specific reference criteria for remediation of a former sewage treatment plant in Melbourne. Risk-based soil remediation concentrations for dioxins at the sewage treatment plant site were developed using tolerable daily intake values of 4, 2 and 1 pg/kg/day. The potentially significant exposure pathways and processes for exposure to dioxins were identified and risk-based soil concentrations derived in accordance with the general method framework presented in the National Environmental Protection Measure (Assessment of Site Contamination). The derived dioxin reference criteria were used to develop an effective risk management program focussed on those conditions that present the greatest contribution to overall risk to human health.
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8

Meegoda, Jay N., Daniel Watts, Hsin-Neng Hsieh, and Bruno Bezerra de Souza. "Community Based Pollution Prevention for Two Urban Cities—A Case Study." Clean Technologies 3, no. 1 (January 20, 2021): 59–78. http://dx.doi.org/10.3390/cleantechnol3010004.

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Pollution prevention is an approach for generating less waste using fewer toxic chemicals while conserving water and energy. Even though pollution prevention practices have been encouraged for over thirty years, many smaller businesses have not considered or adopted such techniques. This study examines the effect of a community-based approach designed to emphasize the benefits to the health and economic well-being of urban communities when source reduction practices are implemented by businesses in the community. Partnering with existing community groups in Newark and Jersey City, NJ, technical assistance was provided to small and medium-sized businesses under grant funding from Region 2 of the US Environmental Protection Agency. In this research, 32 small and medium-sized businesses were evaluated for source reduction opportunities and implementation plans were drawn up. After these businesses implemented operational changes, emission and cost savings were determined and reported back to respective small business owners as well as to the communities during community meetings designed to encourage additional participation. Based on 32 case studies, several measurable benefits were achieved, including the yearly saving of 932 pounds of hazardous waste, 3917 pounds of non-hazardous waste, 13.62 metric tons of carbon equivalent (MTCE) of greenhouse gases and $5335 USD. The initial findings suggest that community-based programs such as this can be beneficial but must be sustained over a period of time. One issue that was repeatedly observed, and is likely widely believed, is the concern of small business operators that cooperation with any group funded by a government program may lead to the assessment of fines or penalties for environmental violations. This concern limits the willingness of many smaller businesses to participate. The findings of this study suggest that a sustained community-based program may overcome that concern through demonstration of the benefit to the business and the community, and through credibility building achieved by regular community reporting and the absence of official intervention.
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9

Adistianti, Narisa, and I. Ketut Sucita. "PENERAPAN KONSTRUKSI HIJAU PADA PROYEK APARTEMEN X DI JAKARTA PUSAT." Construction and Material Journal 2, no. 2 (September 15, 2020): 91–98. http://dx.doi.org/10.32722/cmj.v2i2.3089.

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ABSTRACTAlong with the Jakarta Governor rules no. 38/2012 about green building, The Contractors in the capital has been practicing to implement green construction in building construction. This is done by a contractor state-owned or private contractor. The purpose of this research is analyzing the application of green construction by state owned contractors who is not a member of green building council Indonesia. Collecting data which used in this research was questionnaire, observation, and documentation. The reference of indicators are from regulations, rating tools GBCI and models assessment green construction developed by Wulfram Ervianto. The Indicators are health program and occupational safety, environmental health work, air quality construction phase, election and operational construction phase, planning and scheduling construction equipment, documentation construction project, building & enviroment management, training for subcontractor, waste management, the source and cycle construction, material storage and protection, appropriate site development, reduction ecological footprint the project, protection plan, water conservation, and efficiency & energy conservation. The method of analysis data questionnare are descriptive analysis. The result of research is average value of the implementation of green construction by 85,08 % which means that green construction points of the indicators as a whole has taken and implemented by contractor.Keywords: green construction; construction phase; GBCIABSTRAKSeiring dengan diberlakukannya Peraturan Gubernur DKI Jakarta No. 38 Tahun 2012 mengenai Bangunan Gedung Hijau, kontraktor-kontraktor di Ibukota mulai menerapkan konstruksi hijau dalam proses pembangunan gedung. Hal itu dilakukan oleh kontraktor milik negara ataupun kontraktor milik swasta. Tujuan penelitian ini adalah menganalisis penerapan konstruksi hijau oleh kontraktor milik Negara yang bukan anggota Green Building Council Indonesia. Pengumpulan data yang digunakan dalam penelitian ini adalah kuisioner, observasi dan dokumentasi. Acuan indikator konstruksi hijau dari peraturan perundangan- undangan, rating tools GBCI dan model assessment green construction yang dikembangkan oleh Ervianto. Indikator tersebut antara lain program kesehatan dan keselamatan kerja, kesehatan lingkungan kerja tahap konstruksi, kualitas udara tahap konstruksi ,pemilihan dan operasional peralatan konstruksi, perencanaan dan penjadwalan, dokumentasi, ,manajemen lingkungan proyek konstruksi, pelatihan bagi subkontraktor, manajemen limbah konstruksi, sumber dan siklus material, penyimpanan dan perlindungan material, tepat guna lahan, pengurangan jejak ekologis, rencana perlindungan lokasi pekerjaan, konservasi air, dan efisiensi dan konservasi energi. Metode analisis data kuisioner ialah dengan analisa deskriptif. Hasil dari penelitian didapatkan nilai rata-rata penerapan green construction sebesar 85,08% yang artinya bahwa poin poin dari indikator konstruksi hijau secara keseluruhan telah diperhatikan dan diimplementasikan oleh kontraktor.Kata Kunci: konstruksi hijau; fase konstruksi; GBCI
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10

Cortes, Rui, Andrés Peredo, Daniela Terêncio, Luís Sanches Fernandes, João Moura, Joaquim Jesus, Marco Magalhães, Pedro Ferreira, and Fernando Pacheco. "Undamming the Douro River Catchment: A Stepwise Approach for Prioritizing Dam Removal." Water 11, no. 4 (April 4, 2019): 693. http://dx.doi.org/10.3390/w11040693.

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Dams provide water supply, flood protection, and hydropower generation benefits, but also harm native species by altering the natural flow regime, and degrading the aquatic and riparian habitats. In the present study, which comprised the Douro River basin located in the North of Portugal, the cost-benefit assessment of dams was based upon a balance between the touristic benefits of a dammed Douro, and the ecological benefits of less fragmented Douro sub-catchments. Focused on four sub-catchments (Sabor, Tâmega, Côa and Corgo), a probabilistic stream connectivity model was developed and implemented to recommend priorities for dam removal, where this action could significantly improve the movement of potadromous fish species along the local streams. The proposed model accounts for fish movement across the dam or weir (permeability), which is a novel issue in connectivity models. However, before any final recommendation on the fate of a dam or weir, the connectivity results will be balanced with other important socio-economic interests. While implementing the connectivity model, an inventory of barriers (dams and weirs) was accomplished through an observation of satellite images. Besides identification and location of any obstacles, the inventory comprised the compilation of data on surrounding land use, reservoir water use, characteristics of the riparian gallery, and permeability conditions for fish, among others. All this information was stored in a geospatial dataset that also included geographical information on the sub-catchment drainage network. The linear (drainage network) and point (barriers) source data were processed in a computer program that provided or returned numbers for inter-barrier stream lengths (habitat), and the barrier permeability. These numbers were finally used in the same computer program to calculate a habitat connector index, and a link improvement index, used to prioritize dam removal based upon structural connectivity criteria. The results showed that habitat patch connectivity in the Sabor, Tâmega and Côa sub-catchments is not dramatically affected by the installed obstacles, because most link improvement values were generally low. For the opposite reason, in the Corgo sub-catchment, obstacles may constitute a relatively higher limitation to connectivity, and in this case the removal of eight obstacles could significantly improve this connectivity. Using the probabilistic model of structural connectivity, it was possible to elaborate a preliminary selection of dams/weirs that critically limit stream connectivity, and that will be the focus of field hydraulic characterization to precisely determine fish movement along the associated river stretches. Future work will also include the implementation of a multi-criteria decision support system for dam removal or mitigation of the critical structures, as well to define exclusion areas for additional obstacles.
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Books on the topic "Source Water Assessment and Protection Program (Colo.)"

1

Water, Illinois Bureau of. Illinois' Source Water Assessment Program. Springfield, IL: Illinois Environmentsl Protection Agency, Bureau of Water, 2002.

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2

Colorado. Dept. of Public Health and Environment. Water Quality Control Division., ed. State of Colorado Source Water Assessment and Protection (SWAP) Program plan. [Denver, Colo.]: Water Quality Control Division, Colorado Department of Public Health & Environment, 2000.

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United States. Environmental Protection Agency. Office of Water, ed. Hawaii source water assessment program. Honolulu, Hawaii (P.O. Box 3378, Honolulu 96801): Dept. of Health, State of Hawaii, 1999.

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United States. Environmental Protection Agency. Office of Water., ed. Hawaii source water assessment program. Honolulu, Hawaii (P.O. Box 3378, Honolulu 96801): Dept. of Health, State of Hawaii, 1999.

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South Dakota source water assessment and protection program. [Pierre, S.D.]: The Dept., 1999.

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South Dakota source water assessment and protection program. [Pierre, S.D.] (523 East Capitol, Pierre 57501-3181): Dept. of Environment and Natural Resources, Division of Environmental Services, Ground Water Quality Program, 1999.

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